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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 31, NW NW NW | County: Finney | ||
| Directions: from Holcomb, 5.75 mi NW | |||
| Latitude: 38.0166787 | Longitude: -101.1013953 | Datum NAD 27 | |
| Latitude: 38.0167013 | Longitude: -101.1018403 | 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: 388 ft. | Elevation: ft. | |
| Static Water Level: 140 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 07-Sep-1978 | 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: 280 ft to 320 ft
From: 338 ft to 388 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 52 ft. | sandy clay and fine sand | |
| From: 52 ft. to 88 ft. | brown clay - murky | |
| From: 88 ft. to 120 ft. | brown clay, sand and caliche - soft | |
| From: 120 ft. to 160 ft. | sand med coarse, brown sandy clay, some small gravel. very fine clay sts. loose - used water | |
| From: 160 ft. to 167 ft. | fine sand to med coarse, some med size gravel with a few tiny white rock. real loose - took water. | |
| From: 167 ft. to 193 ft. | brown clay and sand | |
| From: 193 ft. to 197 ft. | very fine sand to med coarse with a few small coarse gravel | |
| From: 197 ft. to 220 ft. | brown clay and sand. mixed mud at 220 ft - used 4 sacks | |
| From: 220 ft. to 240 ft. | sand med coarse with small to med size gravel. loose - used a lot of water | |
| From: 240 ft. to 262 ft. | brown clay with small sand streaks | |
| From: 262 ft. to 270 ft. | sand fine to med coarse with small to med size gravel. loose - used water | |
| From: 270 ft. to 280 ft. | brown clay, caliche and sand streaks | |
| From: 280 ft. to 300 ft. | gyp rock, sand, lime rock shells and some clay. firm to loose - used water | |
| From: 300 ft. to 320 ft. | fine sand to med coarse, some small gravel and clay sts. fairly loose - took water | |
| From: 320 ft. to 337 ft. | brown clay, caliche and sand | |
| From: 337 ft. to 350 ft. | sand fine to med coarse, small gravel and clay sts. used a little water | |
| From: 350 ft. to 386 ft. | sand med coarse. small to med size gravel with a few white and tan rock. loose - used water | |
| From: 386 ft. to 389 ft. | brown and yellow clay | |
| From: 389 ft. to 400 ft. | blue shale | |