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Specific Water Well Detail |
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| Location Info | |||
| Owner: Sweetman Drilling Co. | Status: Constructed | ||
| Location: T25S, R34W, Sec. 21, NW NW NE | County: Finney | ||
| Directions: from Holcomb, 8 mi S, 3.5 mi W | |||
| Latitude: 37.8716572 | Longitude: -101.0560511 | Datum NAD 27 | |
| Latitude: 37.8716802 | Longitude: -101.0564975 | 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: 232 ft. | Elevation: ft. | |
| Static Water Level: 117 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Nov-1987 | Well Use: Oil Field Water Supply | |
| DWR Applic. #: T87-493 | Other ID: | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | 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: 6 in. to 232 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: 152 ft to 172 ft
From: 192 ft to 232 ft From: 20 ft to 232 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: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 8 ft. | brown sandy clay | |
| From: 8 ft. to 18 ft. | brown clay | |
| From: 18 ft. to 21 ft. | sand, fine to medium, coarse, few cemented places | |
| From: 21 ft. to 45 ft. | sand, medium, coarse, med, small and small gravel | |
| From: 45 ft. to 53 ft. | white chalky clay | |
| From: 53 ft. to 70 ft. | brown clay and fine sand, some coarse | |
| From: 70 ft. to 77 ft. | brown clay | |
| From: 77 ft. to 84 ft. | sand, fine to medium, coarse | |
| From: 84 ft. to 98 ft. | brown clay | |
| From: 98 ft. to 160 ft. | sand, fine to medium, coarse, brown sandy clay and few small gravel | |
| From: 160 ft. to 181 ft. | sand, fine to medium, coarse and small gravel | |
| From: 181 ft. to 197 ft. | brown sandy clay | |
| From: 197 ft. to 203 ft. | sand, fine to medium, coarse | |
| From: 203 ft. to 207 ft. | brown sandy clay | |
| From: 207 ft. to 242 ft. | sand, fine to medium, coarse and brown sandy clay streaks | |
| From: 242 ft. to 255 ft. | brown sandy clay | |
| From: 255 ft. to 273 ft. | brown sandy clay | |
| From: 273 ft. to 280 ft. | sand, fine to medium, coarse | |