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Specific Water Well Detail |
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| Location Info | |||
| Owner: Deines, Reinholdt | Status: Constructed | ||
| Location: T24S, R32W, Sec. 20, NW NW NE | County: Finney | ||
| Directions: just outside SE limits of Garden City | |||
| Latitude: 37.9595821 | Longitude: -100.8546959 | Datum NAD 27 | |
| Latitude: 37.9596051 | Longitude: -100.855135 | 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: 248 ft. | Elevation: ft. | |
| Static Water Level: 35 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 11-Oct-1978 | Well Use: Irrigation | |
| DWR Applic. #: | 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: 100 ft to 150 ft
From: 160 ft to 185 ft From: 195 ft to 235 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 55 ft. | sandy gravel and cobblestones | |
| From: 55 ft. to 60 ft. | sand fine to med coarse with small to med size gravel. Had also cobblestones and some clay | |
| From: 60 ft. to 65 ft. | brown clay and caliche | |
| From: 65 ft. to 100 ft. | sand fine to med coarse with small to med size gravel. Cemented in places with a few clay sts. | |
| From: 100 ft. to 117 ft. | brown clay | |
| From: 117 ft. to 120 ft. | sand fine to med coarse and small gravel | |
| From: 120 ft. to 125 ft. | brown clay | |
| From: 125 ft. to 160 ft. | sand fine to med coarse, small to med size gravel and a few clay sts. Loose - used water | |
| From: 160 ft. to 175 ft. | brown clay and caliche. | |
| From: 175 ft. to 180 ft. | cemented sand fine to med with caliche and clay | |
| From: 180 ft. to 194 ft. | sand fine to med coarse with a few small gravel and a few small white rock. Loose in places - used water | |
| From: 194 ft. to 205 ft. | fine sand to med coarse and brown sandy clay | |
| From: 205 ft. to 235 ft. | brown clay and fine sand | |
| From: 235 ft. to 245 ft. | sand fine to med coarse. Small brown gravel. Small white rock with small clay sts. | |
| From: 245 ft. to 265 ft. | brown clay | |
| From: 265 ft. to 271 ft. | soapstone | |
| From: 271 ft. to 280 ft. | limestone blue shale | |