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Specific Water Well Detail |
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| Location Info | |||
| Owner: Webdell, Dick | Status: Constructed | ||
| Location: T24S, R33W, Sec. 8, E2 NE SW | County: Finney | ||
| Directions: from Garden City, 4 mi W | |||
| Latitude: 37.9799491 | Longitude: -100.9667409 | Datum NAD 27 | |
| Latitude: 37.9799731 | Longitude: -100.9671843 | 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: 255 ft. | Elevation: ft. | |
| Static Water Level: 66 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 29-Mar-1979 | 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: 180 ft to 225 ft
From: 245 ft to 255 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. | surface soil | |
| From: 3 ft. to 35 ft. | sand, gravel, and cobblestones | |
| From: 35 ft. to 88 ft. | brown clay, sticky, with very small sand streaks | |
| From: 88 ft. to 100 ft. | sand fine to med coarse and small gravel | |
| From: 100 ft. to 112 ft. | brown clay with coarse sand sts | |
| From: 112 ft. to 120 ft. | sand fine to med coarse, small to med size gravel. loose - used a lot of water | |
| From: 120 ft. to 137 ft. | brown clay and sand | |
| From: 137 ft. to 154 ft. | brown clay with small sts of caliche | |
| From: 154 ft. to 164 ft. | brown clay and sand | |
| From: 164 ft. to 180 ft. | sand fine to med coarse and small gravel. loose - used water | |
| From: 180 ft. to 186 ft. | brown clay and sand. drilled firm | |
| From: 186 ft. to 210 ft. | sand fine to med coarse and small gravel | |
| From: 210 ft. to 225 ft. | sand fine to med coarse. small gravel and clay sts. | |
| From: 225 ft. to 252 ft. | sand med coarse. small to med size gravel. loose - used a lot of water. good! | |
| From: 252 ft. to 257 ft. | limestone and soapstone. drilled hard | |
| From: 257 ft. to 267 ft. | soapstone, sand with cemented sand sts | |
| From: 267 ft. to 280 ft. | soapstone and limestone | |
| From: 280 ft. to 295 ft. | soapstone and clay | |
| From: 295 ft. to 299 ft. | sand med coarse and small gravel. fairly loose - used water | |
| From: 299 ft. to 305 ft. | soapstone | |
| From: 305 ft. to 310 ft. | soapstone and sand med coarse | |
| From: 310 ft. to 313 ft. | soapstone and limestone | |
| From: 313 ft. to 323 ft. | soapstone with sts of yellow clay. drilled hard | |
| From: 323 ft. to 330 ft. | shale - drilled hard in places | |