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Specific Water Well Detail |
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| Location Info | |||
| Owner: Financial Enterprises, Inc. | Status: Constructed | ||
| Location: T24S, R33W, Sec. 13, SE NE SE | County: Finney | ||
| Directions: 715 W Maple, W side of Garden City | |||
| Latitude: 37.9650013 | Longitude: -100.8840481 | Datum NAD 27 | |
| Latitude: 37.9650245 | Longitude: -100.8844883 | 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: 285 ft. | Elevation: ft. | |
| Static Water Level: 40 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Jul-1989 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | License #: 145 | |
| 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: PVC
Casing Joints: |
Diam: 5 in. to 285 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: 255 ft to 285 ft
From: 0 ft to 0 ft From: 205 ft to 235 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft
From: 170 to 175 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 5 ft. | brown sandy clay and fine sand streaks | |
| From: 5 ft. to 43 ft. | sand fine to medium coarse. small to large gravel | |
| From: 43 ft. to 87 ft. | brown clay | |
| From: 87 ft. to 113 ft. | gray clay and limerock streaks | |
| From: 113 ft. to 133 ft. | brown sandy clay | |
| From: 133 ft. to 160 ft. | sand fine to medium coarse with lots clay streaks | |
| From: 160 ft. to 177 ft. | brown sandy clay and small sand streaks @ 167 feet | |
| From: 177 ft. to 183 ft. | sand fine to medium coarse | |
| From: 183 ft. to 185 ft. | brown sandy clay | |
| From: 185 ft. to 233 ft. | sand fine to medium coarse. small to medium gravel | |
| From: 233 ft. to 255 ft. | brown sandy clay and limerock. cemented sand streaks | |
| From: 255 ft. to 285 ft. | sand fine to medium coarse. small brown and tan rock and cemented in places | |
| From: 285 ft. to 295 ft. | yellow soapstone and hard limestone ledges | |