|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Fankhauser, Inc. | Status: Constructed | ||
| Location: T24S, R32W, Sec. 17, NW SW SE | County: Finney | ||
| Directions: 1512 E Fulton, Garden City | |||
| Latitude: 37.9632103 | Longitude: -100.8546878 | Datum NAD 27 | |
| Latitude: 37.9632333 | Longitude: -100.8551269 | 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: 36.1 ft. | Elevation: ft. | |
| Static Water Level: 28 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Sep-1996 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Prairie Land Environmental Remed. | License #: 540 | |
| 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: 28 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 16.1 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 36.1 ft to 16.1 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 2 ft
From: 2 to 14.1 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 .5 ft. | concrete | |
| From: .5 ft. to 1 ft. | backfill of coarse sand and gravel | |
| From: 1 ft. to 5 ft. | dark brown, light color clay with medium to large gravel | |
| From: 5 ft. to 10 ft. | tan color, fine sand | |
| From: 10 ft. to 18 ft. | brown color coarse sand with medium to large gravel | |
| From: 18 ft. to 23 ft. | brown color silty fine sand | |
| From: 23 ft. to 36 ft. | brown coarse sand with medium to large gravel | |