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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R33W, Sec. 15, NW NW SW | County: Finney | ||
| Directions: from Garden City, 4 mi NE | |||
| Latitude: 38.0537296 | Longitude: -100.9369513 | Datum NAD 27 | |
| Latitude: 38.053753 | Longitude: -100.9373919 | 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: 306 ft. | Elevation: ft. | |
| Static Water Level: 116 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 07-Mar-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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: 200 ft to 240 ft
From: 250 ft to 290 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 10 ft. | brown sandy clay | |
| From: 10 ft. to 20 ft. | brown clay | |
| From: 20 ft. to 27 ft. | fine to med coarse sand | |
| From: 27 ft. to 40 ft. | brown sandy clay and fine sand | |
| From: 40 ft. to 65 ft. | brown clay | |
| From: 65 ft. to 100 ft. | medium coarse sand and brown sandy clay | |
| From: 100 ft. to 120 ft. | brown and blue clay, murky | |
| From: 120 ft. to 160 ft. | brown clay and gyp rock | |
| From: 160 ft. to 168 ft. | fine to medium coarse sand and small gravel, loose | |
| From: 168 ft. to 178 ft. | brown clay and gyp rock | |
| From: 178 ft. to 220 ft. | fine to medium coarse sand with small to med size gravel, loose, had very fine clay streaks | |
| From: 220 ft. to 237 ft. | brown clay, gyp rock, and sand | |
| From: 237 ft. to 260 ft. | fine to medium coarse sand and small gravel, loose | |
| From: 260 ft. to 285 ft. | brown clay, gyp rock and sand, fairly loose | |
| From: 285 ft. to 303 ft. | fine to medium coarse sand and small gravel with some white rock and brown sandy clay, fairly loose | |
| From: 303 ft. to 319 ft. | brown clay | |
| From: 319 ft. to 320 ft. | shale | |