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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R33W, Sec. 20, SW SW SE | County: Finney | ||
| Directions: from Holcomb, 3 mi N and 1.75 mi E | |||
| Latitude: 38.0335051 | Longitude: -100.9645248 | Datum NAD 27 | |
| Latitude: 38.0335289 | Longitude: -100.964967 | 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: 306 ft. | Elevation: ft. | |
| Static Water Level: 124 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 03-Jan-1989 | Well Use: Irrigation | |
| DWR Applic. #: 7193-DD | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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: 16 in. to 306 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 180 ft to 230 ft
From: 243 ft to 283 ft From: 293 ft to 303 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 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 158 ft. | brown sandy clay and few fine sand streaks | |
| From: 158 ft. to 167 ft. | sand fine to medium coarse with few clay streaks | |
| From: 167 ft. to 227 ft. | sand fine to medium coarse. small brown and tan rock with some small gravel | |
| From: 227 ft. to 245 ft. | brown sandy clay and limerock | |
| From: 245 ft. to 281 ft. | sand fine to medium coarse with some small brown rock. cemented in places with some small clay streaks | |
| From: 281 ft. to 293 ft. | brown sandy clay | |
| From: 293 ft. to 303 ft. | sand fine to medium coarse with white rock and small to medium brown and tan rock | |
| From: 303 ft. to 308 ft. | yellow soapstone | |
| From: 308 ft. to 320 ft. | black shale | |