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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 28, NE SE SW | County: Finney | ||
| Directions: from Holcomb, 4 mi W and 3 mi N | |||
| Latitude: 38.0205109 | Longitude: -101.0578183 | Datum NAD 27 | |
| Latitude: 38.0205342 | Longitude: -101.0582628 | 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: 343 ft. | Elevation: ft. | |
| Static Water Level: 165 ft. | Est. Yield: 1575 gpm. | |
| Comp. Date: 14-Jul-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 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: 240 ft to 320 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 2 ft. | top soil | |
| From: 2 ft. to 37 ft. | brown clay and fine sand | |
| From: 37 ft. to 45 ft. | sand, fine, med. | |
| From: 45 ft. to 65 ft. | brown clay | |
| From: 65 ft. to 80 ft. | brown clay and caliche | |
| From: 80 ft. to 140 ft. | brown clay and fine sand (murky) | |
| From: 140 ft. to 152 ft. | sand fine, med. coarse and small gravel loose used water | |
| From: 152 ft. to 160 ft. | brown clay, coarse sand sts and small ledges | |
| From: 160 ft. to 185 ft. | sand fine med. coarse and med. to small gravel loose. took lots of water | |
| From: 185 ft. to 208 ft. | brown clay, sand streaks and caliche | |
| From: 208 ft. to 260 ft. | sand fine med. coarse and med. to small gravel loose. used water very good. | |
| From: 260 ft. to 275 ft. | sand fine med. coarse some small gravel and coarse clay sts. firm to loose | |
| From: 275 ft. to 300 ft. | sand fine med. coarse med. small gravel and few tiny white rock (real loose used a lot of water) good | |
| From: 300 ft. to 308 ft. | brown clay and sand | |
| From: 308 ft. to 320 ft. | sand fine med. coarse and small gravel very small clay streaks | |
| From: 320 ft. to 333 ft. | sand fine med. coarse small brown gravel and small white and tan rock. loose used a lot of water | |
| From: 333 ft. to 340 ft. | sand fine med. coarse small brown gravel white and tan rock and clay sts. used water. | |
| From: 340 ft. to 350 ft. | brown clay and soapstone | |
| From: 350 ft. to 360 ft. | shale | |