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Specific Water Well Detail |
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| Location Info | |||
| Owner: Drs. Fairbairn, Weiss, Swords, Smith | Status: Constructed | ||
| Location: T24S, R32W, Sec. 20, NE NE NE | County: Finney | ||
| Directions: E Hwy 50 at city limits | |||
| Latitude: 37.9595856 | Longitude: -100.8478719 | Datum NAD 27 | |
| Latitude: 37.9596085 | Longitude: -100.8483107 | 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: 95 ft. | Elevation: ft. | |
| Static Water Level: 28 ft. | Est. Yield: 1000 gpm. | |
| Comp. Date: 17-May-1977 | Well Use: Irrigation | |
| 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: 35 ft to 95 ft
From: 0 ft to 0 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 6 ft. | clay | |
| From: 6 ft. to 20 ft. | sand fine to medium coarse. Small to medium gravel. Loose. Used some water | |
| From: 20 ft. to 51 ft. | sand fine to medium coarse. Small to medium gravel, some large cobblestones, mud heavy. Had trouble getting big gravel out | |
| From: 51 ft. to 54 ft. | clay | |
| From: 54 ft. to 61 ft. | sand fine to medium coarse. Small to medium gravel. Some cobblestones | |
| From: 61 ft. to 70 ft. | brown and tan clay, a lot of sand | |
| From: 70 ft. to 82 ft. | sand fine to medium coarse | |
| From: 82 ft. to 93 ft. | clay, hard ledges. Used pull down. a lot of sand | |
| From: 93 ft. to 120 ft. | brown clay - a little sticky. Some sand st. | |
| From: 120 ft. to 171 ft. | sand fine to medium coarse. Small gravel. Small amount clay, few ledges | |
| From: 171 ft. to 190 ft. | brown clay and lime rock. a lot of sand streaks | |
| From: 190 ft. to 195 ft. | sand fine to medium coarse | |
| From: 195 ft. to 217 ft. | brown clay - very sticky in places | |
| From: 217 ft. to 235 ft. | sand fine to medium coarse. Few small gravel and white rock. Very little clay | |
| From: 235 ft. to 249 ft. | sand fine to medium coarse | |
| From: 249 ft. to 255 ft. | brown clay | |
| From: 255 ft. to 260 ft. | sand fine to medium coarse | |
| From: 260 ft. to 274 ft. | brown sticky clay | |
| From: 274 ft. to 278 ft. | yellow clay. Lime rock and soapstone | |
| From: 278 ft. to 280 ft. | shale | |