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Specific Water Well Detail |
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| Location Info | |||
| Owner: Morris, R.G. | Status: Constructed | ||
| Location: T24S, R31W, Sec. 17, SW SW NW | County: Finney | ||
| Directions: from Garden City, 5 mi E | |||
| Latitude: 37.9681566 | Longitude: -100.754325 | Datum NAD 27 | |
| Latitude: 37.9681787 | Longitude: -100.75476 | 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: 270 ft. | Elevation: ft. | |
| Static Water Level: 170 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Oct-1990 | 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: Steel
Casing Joints: |
Diam: 8 in. to 270 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 204 ft to 234 ft
From: 260 ft to 270 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| 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 56 ft. | sand fine and brown sandy clay | |
| From: 56 ft. to 84 ft. | sand fine to medium coarse some small gravel with some medium and a few large gravel cemented in places | |
| From: 84 ft. to 93 ft. | brown sandy clay | |
| From: 93 ft. to 107 ft. | some fine to medium coarse small gravel | |
| From: 107 ft. to 111 ft. | brown sandy clay | |
| From: 111 ft. to 130 ft. | sand fine to medium coarse and small to medium gravel | |
| From: 130 ft. to 203 ft. | brown sandy clay with some line rock ledges and a few small sand streaks | |
| From: 203 ft. to 234 ft. | brown sandy clay with some line rock ledges and a few small sand streaks | |
| From: 234 ft. to 261 ft. | brown sandy clay | |
| From: 261 ft. to 273 ft. | sand fine to medium coarse | |
| From: 273 ft. to 309 ft. | sand lost circulation | |
| From: 309 ft. to 322 ft. | shale | |