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Specific Water Well Detail |
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| Location Info | |||
| Owner: Danler, Leonard and Sylvester | Status: Constructed | ||
| Location: T23S, R34W, Sec. 30, CW SW NE | County: Finney | ||
| Directions: from Deerfield, 3 mi N and 2 mi E | |||
| Latitude: 38.0267098 | Longitude: -101.0910854 | Datum NAD 27 | |
| Latitude: 38.0267326 | Longitude: -101.0915301 | 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: 335 ft. | Elevation: ft. | |
| Static Water Level: 107 ft. | Est. Yield: 1800 gpm. | |
| Comp. Date: 11-Jun-1987 | Well Use: Irrigation | |
| DWR Applic. #: 6258 EVR195 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 230 ft after 4 hours pumping 1579 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 335 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: 332 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: 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 2 ft. | top soil | |
| From: 2 ft. to 120 ft. | brown clay caliche and fine sand streaks | |
| From: 120 ft. to 127 ft. | sand fine small and clay streaks | |
| From: 127 ft. to 160 ft. | brown sandy clay limerock and fine sand streaks | |
| From: 160 ft. to 176 ft. | brown sandy clay and sand streaks | |
| From: 176 ft. to 185 ft. | sand fine to medium, coarse, small gravel | |
| From: 185 ft. to 190 ft. | brown sandy clay | |
| From: 190 ft. to 193 ft. | sand fine small | |
| From: 193 ft. to 230 ft. | brown sandy clay and sand fine to medium, small gravel streaks drills loose | |
| From: 230 ft. to 250 ft. | brown sandy clay | |
| From: 250 ft. to 269 ft. | sand fine to medium, coarse, small gravel and few medium gravel loose | |
| From: 269 ft. to 280 ft. | brown sandy and sand fine small | |
| From: 280 ft. to 307 ft. | sand fine to medium, coarse, small and few small white rock loose | |
| From: 307 ft. to 318 ft. | brown sandy clay and sand streaks | |
| From: 318 ft. to 328 ft. | sand fine to medium, coarse, small gravel and white rock | |
| From: 328 ft. to 332 ft. | brown sandy clay limerock and fine sand and white rock | |
| From: 332 ft. to 338 ft. | limestone and soapstone | |
| From: 338 ft. to 340 ft. | weathered shale | |