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Specific Water Well Detail |
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| Location Info | |||
| Owner: Roth, Edward | Status: Constructed | ||
| Location: T23S, R34W, Sec. 9, NW SW NE | County: Finney | ||
| Directions: from Lowe, 3.25 mi NW | |||
| Latitude: 38.0713773 | Longitude: -101.055418 | Datum NAD 27 | |
| Latitude: 38.0714005 | Longitude: -101.0558611 | 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: 322 ft. | Elevation: ft. | |
| Static Water Level: 173 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 16-Aug-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: 250 ft to 320 ft
From: 0 ft to 0 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 2 ft. | top soil | |
| From: 2 ft. to 20 ft. | sand and silt | |
| From: 20 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 40 ft. | brown clay and fine sand | |
| From: 40 ft. to 100 ft. | brown clay and a few sand streaks | |
| From: 100 ft. to 110 ft. | sand and gravel | |
| From: 110 ft. to 150 ft. | brown clay | |
| From: 150 ft. to 170 ft. | sand fine to med coarse with small gravel. loose - used water | |
| From: 170 ft. to 184 ft. | sand fine to med coarse with a few small gravel. had very fine clay sts. loose | |
| From: 184 ft. to 186 ft. | brown clay and limerock | |
| From: 186 ft. to 212 ft. | sand fine to med coarse with small gravel. drilled firm to loose | |
| From: 212 ft. to 215 ft. | brown clay and sand | |
| From: 215 ft. to 226 ft. | sand fine to med coarse with small gravel. loose - used a lot of water | |
| From: 226 ft. to 235 ft. | brown clay and limerock | |
| From: 235 ft. to 255 ft. | brown clay, limerock and sand streaks | |
| From: 255 ft. to 290 ft. | sand fine to med coarse with small gravel | |
| From: 290 ft. to 319 ft. | sand fine to med coarse. small gravel with small white rock. loose - used water. good! | |
| From: 319 ft. to 320 ft. | brown clay and limerock | |
| From: 320 ft. to 330 ft. | blue shale - hard | |