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Specific Water Well Detail |
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| Location Info | |||
| Owner: Sunflower Electric Power Corp. | Status: Constructed | ||
| Location: T24S, R33W, Sec. 17, SE NW SE | County: Finney | ||
| Directions: from river S of Holcomb: 1 mi S and 1.75 mi E | |||
| Latitude: 37.9645257 | Longitude: -100.9619273 | Datum NAD 27 | |
| Latitude: 37.9645497 | Longitude: -100.9623706 | 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: 250 ft. | Elevation: ft. | |
| Static Water Level: 61.1 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Jan-1977 | Well Use: Industrial | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| No WIMAS information available. | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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?: Yes
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: 140 ft to 160 ft
From: 230 ft to 250 ft From: 0 ft to 0 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 20 ft. | coarse gravel and sand | |
| From: 20 ft. to 60 ft. | silt and clay streaks | |
| From: 60 ft. to 100 ft. | coarse sand with some clay | |
| From: 100 ft. to 160 ft. | medium sand, some silty clay | |
| From: 160 ft. to 190 ft. | fine to coarse sand | |
| From: 190 ft. to 210 ft. | sand and gravel | |
| From: 210 ft. to 250 ft. | fine to coarse sand | |
| From: 250 ft. to 260 ft. | medium to coarse sand silt streaks | |
| From: 260 ft. to 295 ft. | medium to coarse sand - white clay streaks | |
| From: 295 ft. to 305 ft. | tan sandy clay | |
| From: 305 ft. to 430 ft. | black, hard shale, some black clay | |
| From: 430 ft. to 440 ft. | firmly cemented fine sandstone | |
| From: 440 ft. to 450 ft. | very hard fine sandstone | |
| From: 450 ft. to 465 ft. | fine, medium-cemented sandstone with some gray clay streaks | |
| From: 465 ft. to 480 ft. | very light gray shale, soft | |
| From: 480 ft. to 550 ft. | gray or dark gray shale | |
| From: 550 ft. to 560 ft. | sand streaks in gray shale | |
| From: 560 ft. to 750 ft. | gray shale, extremely hard layer at 690-695 | |
| From: 750 ft. to 780 ft. | hard drilling - red clay | |