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Specific Water Well Detail |
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| Location Info | |||
| Owner: Finnup Foundation | Status: Constructed | ||
| Location: T22S, R33W, Sec. 34, NW SW NW | County: Finney | ||
| Directions: from Garden City, 7 mi N and 3 mi W | |||
| Latitude: 38.1008543 | Longitude: -100.9368543 | Datum NAD 27 | |
| Latitude: 38.1008775 | Longitude: -100.9372937 | 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: 220 ft. | Elevation: ft. | |
| Static Water Level: 152 ft. | Est. Yield: 650 gpm. | |
| Comp. Date: 10-Sep-1986 | Well Use: Irrigation | |
| DWR Applic. #: 14686 | 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 185 ft after 4 hours pumping 650 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 220 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: 160 ft to 0 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: 10 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 13 ft. | brown sandy clay | |
| From: 13 ft. to 35 ft. | brown sandy clay | |
| From: 35 ft. to 44 ft. | sand, fine to medium | |
| From: 44 ft. to 60 ft. | blue sandy clay and fine sand | |
| From: 60 ft. to 66 ft. | sand, fine to medium, coarse | |
| From: 66 ft. to 82 ft. | tan sandy clay | |
| From: 82 ft. to 100 ft. | tan sandy clay and caliche | |
| From: 100 ft. to 107 ft. | sand, fine to medium, and coarse | |
| From: 107 ft. to 121 ft. | brown sandy clay and fine sand streaks | |
| From: 121 ft. to 130 ft. | sand, fine to medium | |
| From: 130 ft. to 146 ft. | brown sandy clay and fine to medium sand streaks | |
| From: 146 ft. to 160 ft. | sand, fine to medium, and coarse and small gravel and few me. | |
| From: 160 ft. to 180 ft. | sand, fine to medium, and coarse, small to medium gravel and few white rock | |
| From: 180 ft. to 188 ft. | sand, fine to medium and coarse and few clay streaks | |
| From: 188 ft. to 191 ft. | yellow clay and limerock | |
| From: 191 ft. to 203 ft. | sand, fine to medium, and coarse and small to medium brown gravel and white rock (loose) | |
| From: 203 ft. to 207 ft. | brown sandy clay | |
| From: 207 ft. to 210 ft. | sand, fine to medium, and coarse, few white rock | |
| From: 210 ft. to 214 ft. | soapstone | |
| From: 214 ft. to 220 ft. | blue shale | |