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Specific Water Well Detail |
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| Location Info | |||
| Owner: Spangler, Ruth | Status: Constructed | ||
| Location: T23S, R33W, Sec. 17, SE NE NE | County: Finney | ||
| Directions: from Holcomb, 4.5 mi N and 2 mi E | |||
| Latitude: 38.0590601 | Longitude: -100.9575256 | Datum NAD 27 | |
| Latitude: 38.0590837 | Longitude: -100.9579668 | 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: 332 ft. | Elevation: ft. | |
| Static Water Level: 175 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 22-Oct-1979 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | 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: 262 ft to 282 ft
From: 312 ft to 332 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 3 ft. | top soil | |
| From: 3 ft. to 10 ft. | silt | |
| From: 10 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 40 ft. | lost circulation got it back at 40 feet revert and borax | |
| From: 40 ft. to 87 ft. | brown clay and coarse sand streaks | |
| From: 87 ft. to 130 ft. | gyp rock and clay | |
| From: 130 ft. to 183 ft. | brown clay and fine sand small sts. of lime rock | |
| From: 183 ft. to 200 ft. | brown clay, med. coarse sand few med. small gravel drilled firm used water | |
| From: 200 ft. to 220 ft. | sand fine med. coarse and small gravel loose | |
| From: 220 ft. to 230 ft. | brown clay | |
| From: 230 ft. to 235 ft. | sand fine med. coarse small gravel | |
| From: 235 ft. to 252 ft. | brown clay and sand | |
| From: 252 ft. to 280 ft. | sand fine med. coarse small gravel and white rock loose used lots of water | |
| From: 280 ft. to 310 ft. | brown clay and limerock | |
| From: 310 ft. to 330 ft. | sand fine med. coarse small gravel white and tan rock loose used water | |
| From: 330 ft. to 345 ft. | brown clay, lime rock and soapstone | |
| From: 345 ft. to 360 ft. | blue shale | |