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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hendrickson, Don | Status: Constructed | ||
| Location: T26S, R32W, Sec. 5, SE NW NE | County: Finney | ||
| Directions: from Garden City, 8 mi S and 1.75 mi E | |||
| Latitude: 37.8257442 | Longitude: -100.8397266 | Datum NAD 27 | |
| Latitude: 37.8257677 | Longitude: -100.8401665 | 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: 477 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 01-May-1976 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | 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 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 270 ft to 300 ft
From: 340 ft to 367 ft From: 457 ft to 477 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 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 37 ft. | brown clay and few fine sand st. | |
| From: 37 ft. to 128 ft. | sand fine to med., small to large gravel, used lots of water | |
| From: 128 ft. to 138 ft. | brown and yellow clay | |
| From: 138 ft. to 156 ft. | sand fine to medium coarse, small to medium gravel | |
| From: 156 ft. to 210 ft. | blue clay, sticky | |
| From: 210 ft. to 230 ft. | blue sand and blue clay | |
| From: 230 ft. to 270 ft. | brown clay and sand st. and lime rock ledges | |
| From: 270 ft. to 285 ft. | sand fine to medium coarse, small to medium gravel | |
| From: 285 ft. to 296 ft. | brown sandy clay | |
| From: 296 ft. to 308 ft. | sand fine to medium coarse, small gravel | |
| From: 308 ft. to 325 ft. | brown sandy clay, lime rock ledges and sand st. | |
| From: 325 ft. to 340 ft. | brown clay | |
| From: 340 ft. to 350 ft. | sand fine to medium coarse, few clay st. | |
| From: 350 ft. to 360 ft. | brown sandy clay and sand st. | |
| From: 360 ft. to 366 ft. | sand fine to medium coarse | |
| From: 366 ft. to 420 ft. | brown clay | |
| From: 420 ft. to 460 ft. | brown sandy clay and fine sand st. | |
| From: 460 ft. to 475 ft. | sand fine to medium coarse, small to med. Brown gravel | |
| From: 475 ft. to 487 ft. | yellow soapstone and sandstone | |
| From: 487 ft. to 493 ft. | weathered shale | |