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Specific Water Well Detail |
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| Location Info | |||
| Owner: Francis Casing Crew | Status: Constructed | ||
| Location: T24S, R32W, Sec. 15, NW SE SE | County: Finney | ||
| Directions: from Garden City, 1.5 mi E | |||
| Latitude: 37.9630218 | Longitude: -100.8136208 | Datum NAD 27 | |
| Latitude: 37.9630444 | Longitude: -100.8140582 | 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: 258 ft. | Elevation: ft. | |
| Static Water Level: 51 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 14-Nov-1986 | 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 258 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: 258 ft to 0 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 0 to 10 ft
From: 180 to 182 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| 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 11 ft. | brown, sandy | |
| From: 11 ft. to 71 ft. | sand, fine to medium, coarse, small to large gravel, few limerock streaks (lost circulation at 30 feet) | |
| From: 71 ft. to 79 ft. | brown sandy clay | |
| From: 79 ft. to 94 ft. | sand, fine to medium, coarse, few small gravel | |
| From: 94 ft. to 103 ft. | sand, fine to medium, coarse, few brown clay streaks | |
| From: 103 ft. to 108 ft. | brown sandy clay | |
| From: 108 ft. to 126 ft. | sand, fine to medium, coarse and small gravel | |
| From: 126 ft. to 142 ft. | brown sandy clay | |
| From: 142 ft. to 151 ft. | brown sandy clay and few fine sand streaks | |
| From: 151 ft. to 161 ft. | sand, fine to small and few clay streaks | |
| From: 161 ft. to 170 ft. | sand, fine and small, few medium, several clay streaks | |
| From: 170 ft. to 195 ft. | brown sandy clay, limerock and fine sand streaks | |
| From: 195 ft. to 201 ft. | sand, fine to medium and few coarse | |
| From: 201 ft. to 214 ft. | brown sandy clay | |
| From: 214 ft. to 229 ft. | sand, fine to medium, and few coarse | |
| From: 229 ft. to 236 ft. | brown sandy clay | |
| From: 236 ft. to 239 ft. | sand, fine to medium, brown sandy clay | |
| From: 239 ft. to 251 ft. | brown sandy clay | |
| From: 251 ft. to 258 ft. | sand, fine to medium, coarse and several clay streaks | |
| From: 258 ft. to 280 ft. | soapstone and limerock | |
| From: 280 ft. to 285 ft. | blue shale | |