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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 21, SW SW NW | County: Finney | ||
| Directions: from Holcomb, 3.5 mi N and 4 mi W | |||
| Latitude: 38.0403814 | Longitude: -101.0645891 | Datum NAD 27 | |
| Latitude: 38.0404046 | Longitude: -101.0650332 | 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: 320 ft. | Elevation: ft. | |
| Static Water Level: 145 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 29-Aug-1988 | 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 320 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: 310 ft to 320 ft
From: 223 ft to 243 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 155 to 160 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 57 ft. | brown sandy clay and fine sand streaks | |
| From: 57 ft. to 69 ft. | sand fine to medium coarse. small gravel | |
| From: 69 ft. to 85 ft. | brown sandy clay and fine sand streaks | |
| From: 85 ft. to 100 ft. | sand fine to medium coarse. small gravel | |
| From: 100 ft. to 115 ft. | brown sandy clay | |
| From: 115 ft. to 123 ft. | sand fine to medium coarse. small to medium gravel | |
| From: 123 ft. to 126 ft. | brown sandy clay | |
| From: 126 ft. to 135 ft. | sand fine to medium coarse with few clay streaks | |
| From: 135 ft. to 163 ft. | brown sandy clay | |
| From: 163 ft. to 182 ft. | sand fine to medium coarse | |
| From: 182 ft. to 198 ft. | sand fine to medium with few clay streaks | |
| From: 198 ft. to 209 ft. | sand fine to medium coarse with few clay streaks | |
| From: 209 ft. to 230 ft. | sand fine to medium coarse. some small gravel | |
| From: 230 ft. to 243 ft. | sand fine to medium coarse. small to medium gravel | |
| From: 243 ft. to 259 ft. | sand fine to medium coarse with few clay streaks and limerock ledges | |
| From: 259 ft. to 264 ft. | brown sandy clay | |
| From: 264 ft. to 273 ft. | sand fine to small | |
| From: 273 ft. to 275 ft. | brown sandy clay | |
| From: 275 ft. to 310 ft. | brown sandy clay and fine sand streaks and limerock | |
| From: 310 ft. to 317 ft. | sand fine to medium coarse. small brown and white rock | |
| From: 317 ft. to 325 ft. | limerock and soapstone | |
| From: 325 ft. to 335 ft. | shale. hard. | |