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Specific Water Well Detail |
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| Location Info | |||
| Owner: Beckett, L.L. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 3, NW NE SW | County: Finney | ||
| Directions: from Lowe, 3.75 mi NW | |||
| Latitude: 38.0823972 | Longitude: -101.0416199 | Datum NAD 27 | |
| Latitude: 38.0824205 | Longitude: -101.0420626 | 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: 318 ft. | Elevation: ft. | |
| Static Water Level: 161 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 21-Dec-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 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: 215 ft to 225 ft
From: 275 ft to 315 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 25 ft. | brown sandy clay and fine sand | |
| From: 25 ft. to 60 ft. | brown clay | |
| From: 60 ft. to 65 ft. | sand and gravel | |
| From: 65 ft. to 120 ft. | brown clay, fine sand with caliche streaks | |
| From: 120 ft. to 130 ft. | brown clay, gyp rock and sand | |
| From: 130 ft. to 140 ft. | sand fine to med coarse and sandy clay | |
| From: 140 ft. to 158 ft. | sand fine to med coarse and small gravel. drilled firm | |
| From: 158 ft. to 185 ft. | brown clay and sand streaks | |
| From: 185 ft. to 195 ft. | sand fine to med coarse and small gravel. used water - loose | |
| From: 195 ft. to 210 ft. | brown clay. fine sand and gyp rock | |
| From: 210 ft. to 223 ft. | sand fine to med coarse. small to med size gravel. had some white rock also. loose - used a lot of water | |
| From: 223 ft. to 259 ft. | brown clay, gyp rock and sand streaks | |
| From: 259 ft. to 270 ft. | brown clay with coarse sand streaks and gyp rock | |
| From: 270 ft. to 275 ft. | very fine sand to med coarse. fairly loose - used water | |
| From: 275 ft. to 281 ft. | sand med coarse and small size gravel | |
| From: 281 ft. to 286 ft. | soapstone with sts of yellow clay and sand streaks | |
| From: 286 ft. to 298 ft. | sand med coarse and small to med size gravel. some white rock. fairly loose - used a lot of water | |
| From: 298 ft. to 315 ft. | sand fine to med coarse. small to med size brown gravel. white and tan rock. loose - used a lot of water. - very good! | |
| From: 315 ft. to 318 ft. | clay and soapstone | |
| From: 318 ft. to 320 ft. | shale - hard | |