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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 19, SW NW NW | County: Finney | ||
| Directions: from Deerfield, 1.5 mi E, 4.25 mi N | |||
| Latitude: 38.043905 | Longitude: -101.1012611 | Datum NAD 27 | |
| Latitude: 38.0439276 | Longitude: -101.1017054 | 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: 290 ft. | Elevation: ft. | |
| Static Water Level: 143 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 22-Apr-1980 | Well Use: Irrigation | |
| DWR Applic. #: 366 | 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 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: 180 ft to 210 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 3 ft. | top soil | |
| From: 3 ft. to 40 ft. | brown sandy clay | |
| From: 40 ft. to 67 ft. | sand med. coarse and med. small gravel | |
| From: 67 ft. to 82 ft. | brown clay and very fine sand st. | |
| From: 82 ft. to 93 ft. | sand fine med. coarse and small gravel | |
| From: 93 ft. to 123 ft. | brown clay and coarse sand streaks | |
| From: 123 ft. to 142 ft. | sand fine med. small gravel and clay sts. used water. | |
| From: 142 ft. to 180 ft. | fine medium coarse sand and gravel, cemented streaks, and very fine clay streaks | |
| From: 180 ft. to 210 ft. | sand med. coarse med. to small gravel loose and ragged used water | |
| From: 210 ft. to 218 ft. | brown clay, limerock, and sand streaks hard in places | |
| From: 218 ft. to 257 ft. | brown clay and sand streaks | |
| From: 257 ft. to 268 ft. | sand fine med. coarse and some small gravel | |
| From: 268 ft. to 278 ft. | brown clay | |
| From: 278 ft. to 285 ft. | sand fine med. coarse small gravel | |
| From: 285 ft. to 290 ft. | brown clay, limestone, and soapstone, very hard | |
| From: 290 ft. to 300 ft. | blue shale and hard stringers | |