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Specific Water Well Detail |
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| Location Info | |||
| Owner: Larson, A.E. | Status: Constructed | ||
| Location: T24S, R33W, Sec. 9, NW SW NW | County: Finney | ||
| Directions: from Garden City, 4.5 mi W | |||
| Latitude: 37.9845568 | Longitude: -100.955371 | Datum NAD 27 | |
| Latitude: 37.9845807 | Longitude: -100.9558139 | 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: 332 ft. | Elevation: ft. | |
| Static Water Level: 106 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 18-Jul-1977 | 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: 160 ft to 180 ft
From: 225 ft to 245 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 8 ft. | brown clay and gray color clay | |
| From: 8 ft. to 27 ft. | sand fine to med coarse, small to med size gravel. very few large gravel. loose - used water | |
| From: 27 ft. to 45 ft. | brown clay - sticky | |
| From: 45 ft. to 49 ft. | sand fine to med coarse | |
| From: 49 ft. to 80 ft. | brown clay - sticky a little in places. a few ledges and a few sand sts | |
| From: 80 ft. to 90 ft. | sand fine to med. with a few clay sts. | |
| From: 90 ft. to 95 ft. | sand fine to med coarse and ledges | |
| From: 95 ft. to 100 ft. | brown clay, ledges and sand streaks | |
| From: 100 ft. to 110 ft. | sand fine to med coarse, small gravel | |
| From: 110 ft. to 119 ft. | brown clay and sand sts | |
| From: 119 ft. to 127 ft. | sand fine to med coarse, small gravel | |
| From: 127 ft. to 133 ft. | brown clay and sand sts | |
| From: 133 ft. to 150 ft. | sand fine to med. very few coarse size sand. clay sts. drilled loose | |
| From: 150 ft. to 162 ft. | sand fine to med coarse, small to med size gravel. very little clay. used water | |
| From: 162 ft. to 179 ft. | brown clay, limerock, ledge and a few sand streaks | |
| From: 179 ft. to 189 ft. | sand fine to med coarse, small gravel and a few clay sts. | |
| From: 189 ft. to 192 ft. | brown clay | |
| From: 192 ft. to 235 ft. | sand fine to med coarse, small to med size gravel. used water | |
| From: 235 ft. to 240 ft. | brown clay, ledges and sand streaks | |
| From: 240 ft. to 249 ft. | sand fine to med with very little coarse. a few clay sts. | |
| From: 249 ft. to 265 ft. | brown clay, hard ledges. used pulldown some | |
| From: 265 ft. to 282 ft. | sand fine to med with very few coarse. very little clay. used water | |
| From: 282 ft. to 292 ft. | brown clay, ledges and sticky | |
| From: 292 ft. to 296 ft. | soapstone and yellow clay sts. | |
| From: 296 ft. to 299 ft. | very hard limerock | |
| From: 299 ft. to 300 ft. | shale | |