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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hands, Fielding, Hollis, and Sebel | Status: Constructed | ||
| Location: T26S, R33W, Sec. 10, NE NE SW | County: Finney | ||
| Directions: from Plymell, 3.63 mi W, .5 mi S | |||
| Latitude: 37.8013032 | Longitude: -100.9171961 | Datum NAD 27 | |
| Latitude: 37.8013269 | Longitude: -100.9176392 | 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: 466 ft. | Elevation: ft. | |
| Static Water Level: 116 ft. | Est. Yield: 1800 gpm. | |
| Comp. Date: 05-Oct-1987 | Well Use: Irrigation | |
| DWR Applic. #: 181 | 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 158 ft after 4 hours pumping 1800 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 466 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: Louvered shutter | |
| Screen-perforated intervals | From: 300 ft to 427 ft
From: 0 ft to 0 ft From: 345 ft to 466 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 23 ft. | brown sandy clay, lost circulation at 15 feet | |
| From: 23 ft. to 41 ft. | sand, fine to medium, small to large gravel | |
| From: 41 ft. to 53 ft. | clay, caliche and few sand streaks | |
| From: 53 ft. to 93 ft. | sand, fine to medium, small to medium gravel | |
| From: 93 ft. to 100 ft. | clay and sand streaks | |
| From: 100 ft. to 141 ft. | sand, fine to medium, coarse, small to medium gravel | |
| From: 141 ft. to 160 ft. | brown and gray sandy clay, and few sand streaks | |
| From: 160 ft. to 173 ft. | sand, fine to medium, coarse, small gravel and few clay streaks | |
| From: 173 ft. to 258 ft. | sand, fine to medium, coarse, small to medium gravel, cemented ledges between 220 feet and 240 feet | |
| From: 258 ft. to 266 ft. | brown sandy clay | |
| From: 266 ft. to 276 ft. | sand, fine to medium, coarse, small gravel | |
| From: 276 ft. to 280 ft. | brown sandy clay | |
| From: 280 ft. to 300 ft. | sand, fine to medium, coarse, small to medium gravel | |
| From: 300 ft. to 340 ft. | brown sandy clay and limerock | |
| From: 340 ft. to 346 ft. | sand, fine to medium, coarse, small gravel | |
| From: 346 ft. to 387 ft. | brown sandy clay and few sand streaks | |
| From: 387 ft. to 400 ft. | sand, fine to medium, few coarse and clay streaks | |
| From: 400 ft. to 410 ft. | brown sand and clay and sand streaks | |
| From: 410 ft. to 425 ft. | sand, fine to medium, few coarse and clay streaks | |
| From: 425 ft. to 453 ft. | brown sandy clay and few sand streaks | |
| From: 453 ft. to 463 ft. | sand, fine - small brown gravel, brown rock | |
| From: 463 ft. to 474 ft. | yellow and gray soapstone | |
| From: 474 ft. to 481 ft. | weathered shale | |