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Specific Water Well Detail |
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| Location Info | |||
| Owner: Roth, Ronald | Status: Constructed | ||
| Location: T22S, R33W, Sec. 29, SW SW NE | County: Finney | ||
| Directions: from Garden City, 8.75 mi N, 4.5 mi W, and 0.5 mi S | |||
| Latitude: 38.1134924 | Longitude: -100.9644776 | Datum NAD 27 | |
| Latitude: 38.1135158 | Longitude: -100.9649177 | 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: 226 ft. | Elevation: ft. | |
| Static Water Level: 157 ft. | Est. Yield: 420 gpm. | |
| Comp. Date: 14-Jun-1995 | Well Use: Irrigation | |
| DWR Applic. #: 16122 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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 174 ft after 4 hours pumping 420 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 226 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: 156 ft to 216 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: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | silt | |
| From: 2 ft. to 21 ft. | clay sandy clay | |
| From: 21 ft. to 50 ft. | fine sand medium sand sandy clay | |
| From: 50 ft. to 65 ft. | caliche clay sand | |
| From: 65 ft. to 78 ft. | fine sand medium sand coarse sand | |
| From: 78 ft. to 103 ft. | clay caliche | |
| From: 103 ft. to 112 ft. | fine and coarse and fine gravel | |
| From: 112 ft. to 118 ft. | sand and fine and coarse gravel | |
| From: 118 ft. to 135 ft. | clay caliche | |
| From: 135 ft. to 144 ft. | fine, medium, and coarse sand | |
| From: 144 ft. to 152 ft. | sandy clay | |
| From: 152 ft. to 173 ft. | sand fine gravel | |
| From: 173 ft. to 177 ft. | clay | |
| From: 177 ft. to 182 ft. | clay and sand | |
| From: 182 ft. to 216 ft. | sand fine gravel rock | |
| From: 216 ft. to 220 ft. | shale | |