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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ramsey, Herbert E., Jr. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 10, NW SW NE | County: Finney | ||
| Directions: from Lowe, 2 mi W, 2.5 mi N, and 0.5 mi W | |||
| Latitude: 38.0715093 | Longitude: -101.0370255 | Datum NAD 27 | |
| Latitude: 38.0715328 | Longitude: -101.0374684 | 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: 330 ft. | Elevation: ft. | |
| Static Water Level: 175 ft. | Est. Yield: 1100 gpm. | |
| Comp. Date: 06-May-1986 | Well Use: Irrigation | |
| DWR Applic. #: 6013 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| 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 251 ft after 4 hours pumping 1050 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 330 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: 223 ft to 283 ft
From: 0 ft to 0 ft From: 308 ft to 328 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| 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 16 ft. | brown sandy clay | |
| From: 16 ft. to 22 ft. | sand fine to medium, coarse | |
| From: 22 ft. to 60 ft. | brown sandy clay, caliche | |
| From: 60 ft. to 66 ft. | sand fine to medium | |
| From: 66 ft. to 80 ft. | brown sandy clay | |
| From: 80 ft. to 92 ft. | sand fine to medium, small gravel | |
| From: 92 ft. to 160 ft. | brown sandy clay, limerock and few fine sand streaks. | |
| From: 160 ft. to 176 ft. | sand fine to medium, coarse | |
| From: 176 ft. to 180 ft. | brown sandy clay | |
| From: 180 ft. to 190 ft. | sand fine to medium, and clay streaks. | |
| From: 190 ft. to 205 ft. | sand fine to medium, coarse, few small gravel | |
| From: 205 ft. to 220 ft. | brown sandy clay | |
| From: 220 ft. to 242 ft. | sand fine to medium, coarse, small gravel and few medium gravel | |
| From: 242 ft. to 253 ft. | brown clay | |
| From: 253 ft. to 266 ft. | sand fine to medium, coarse | |
| From: 266 ft. to 283 ft. | limerock and fine sand and sandy clay | |
| From: 283 ft. to 287 ft. | sand fine, small and sandy clay | |
| From: 287 ft. to 305 ft. | brown sandy clay | |
| From: 305 ft. to 320 ft. | sand fine to medium, coarse, few small gravel and white rock | |
| From: 320 ft. to 328 ft. | sand fine to medium, coarse, small brown gravel, white and tan rock, limerock and drills rough | |
| From: 328 ft. to 330 ft. | soapstone and limestone | |
| From: 330 ft. to 333 ft. | weathered shale | |