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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 26, SW SW SW | County: Finney | ||
| Directions: from Holcomb, 2 mi N, 2 mi W | |||
| Latitude: 38.0187848 | Longitude: -101.0279101 | Datum NAD 27 | |
| Latitude: 38.0188086 | Longitude: -101.0283544 | 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: 339 ft. | Elevation: ft. | |
| Static Water Level: 163 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 29-Jan-1980 | Well Use: Irrigation | |
| DWR Applic. #: 7193 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | 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: 226 ft to 336 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 clay and fine sand streaks | |
| From: 40 ft. to 60 ft. | brown sandy clay and coarse sand | |
| From: 60 ft. to 107 ft. | fine-medium-coarse sand and medium-small gravel and sandy clay | |
| From: 107 ft. to 133 ft. | fine-medium-coarse sand and small gravel, loose | |
| From: 133 ft. to 155 ft. | brown clay and medium-coarse sand | |
| From: 155 ft. to 180 ft. | brown clay with sand streaks and streaks of caliche | |
| From: 180 ft. to 250 ft. | fine-medium-coarse sand and small gravel and very small clay streaks | |
| From: 250 ft. to 260 ft. | fine-medium-coarse sand with few small gravel and streaks of clay caliche | |
| From: 260 ft. to 278 ft. | fine-medium-coarse sand and small gravel | |
| From: 278 ft. to 290 ft. | fine-medium-coarse sand and medium-small gravel and clay streaks | |
| From: 290 ft. to 307 ft. | fine-medium-coarse sand and small gravel and fine white rock, loose | |
| From: 307 ft. to 337 ft. | fine-medium-coarse sand and small brown gravel, medium-small white rock, very small clay streaks | |
| From: 337 ft. to 339 ft. | yellow clay and soapstone | |
| From: 339 ft. to 340 ft. | shale | |