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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pauls, Harold | Status: Constructed | ||
| Location: T23S, R31W, Sec. 9, SE SE NW | County: Finney | ||
| Directions: from Garden City, 6.5 mi NE | |||
| Latitude: 38.0691722 | Longitude: -100.7290309 | Datum NAD 27 | |
| Latitude: 38.0691935 | Longitude: -100.7294635 | 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: 218 ft. | Elevation: ft. | |
| Static Water Level: 92 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 13-Nov-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: 117 ft to 137 ft
From: 145 ft to 155 ft From: 198 ft to 218 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 sand | |
| From: 25 ft. to 60 ft. | brown clay and caliche | |
| From: 60 ft. to 73 ft. | caliche, cemented sand and sand streaks | |
| From: 73 ft. to 100 ft. | brown clay and sand | |
| From: 100 ft. to 115 ft. | sand fine to med coarse, small gravel and brown sandy clay | |
| From: 115 ft. to 137 ft. | sand fine to med coarse, small gravel; drilled firm to loose, used a lot of water | |
| From: 137 ft. to 143 ft. | brown clay and sand | |
| From: 143 ft. to 155 ft. | fine to medium-coarse sand, small to medium gravel with white and tan rock and very little clay | |
| From: 155 ft. to 178 ft. | brown clay, cemented sand and some broken white rock | |
| From: 178 ft. to 184 ft. | very fine to medium-coarse sand, small to medium gravel with a few tiny rock, loose | |
| From: 184 ft. to 198 ft. | brown clay, sticky | |
| From: 198 ft. to 214 ft. | fine to medium-coarse sand, small to medium brown gravel with small to medium white rock, very little clay, loose | |
| From: 214 ft. to 240 ft. | soapstone, sandstone and sand streaks | |