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Specific Water Well Detail |
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| Location Info | |||
| Owner: Buerkle, Robert | Status: Constructed | ||
| Location: T21S, R33W, Sec. 7, SE SE NW | County: Finney | ||
| Directions: From Friend, 3 mi W and 1 mi S | |||
| Latitude: 38.2440681 | Longitude: -100.9852917 | Datum NAD 27 | |
| Latitude: 38.2440909 | Longitude: -100.985729 | 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: 780 ft. | Elevation: ft. | |
| Static Water Level: 267 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 19-Feb-1988 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 6 in. to 780 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 640 ft to 780 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: 195 to 200 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| 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 19 ft. | sand, fine to medium | |
| From: 19 ft. to 37 ft. | brown sandy clay | |
| From: 37 ft. to 38 ft. | limestone ledge | |
| From: 38 ft. to 56 ft. | brown sandy clay and caliche | |
| From: 56 ft. to 67 ft. | sand, fine to medium, coarse, small gravel and few cemented ledges | |
| From: 67 ft. to 84 ft. | brown sandy clay, limerock with few fine sand streaks. | |
| From: 84 ft. to 86 ft. | fine sand and white rock - changed bits at 500 ft. | |
| From: 86 ft. to 166 ft. | yellow soapstone and limestone - hard ledges | |
| From: 166 ft. to 403 ft. | weathered shale | |
| From: 403 ft. to 550 ft. | shale with lime streaks, drills hard, soapstone | |
| From: 550 ft. to 640 ft. | shale and limestone ledges, soapstone and few Dakota streaks, drills firm in places | |
| From: 640 ft. to 660 ft. | Dakota with few shale streaks | |
| From: 660 ft. to 687 ft. | shale, soapstone, and few Dakota streaks | |
| From: 687 ft. to 697 ft. | soapstone and limestone and few Dakota streaks | |
| From: 697 ft. to 775 ft. | Dakota and soapstone | |
| From: 775 ft. to 800 ft. | shale and soapstone - very hard at 787 feet | |