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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hattendorf, Norbert | Status: Constructed | ||
| Location: T22S, R33W, Sec. 35, NE SE SE | County: Finney | ||
| Directions: from Garden City, 7 mi N, 1 mi W | |||
| Latitude: 38.0938346 | Longitude: -100.9025579 | Datum NAD 27 | |
| Latitude: 38.0938575 | Longitude: -100.9029962 | 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: 245 ft. | Elevation: ft. | |
| Static Water Level: 139 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 20-Nov-1990 | Well Use: Irrigation | |
| DWR Applic. #: 185 | 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: 245 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 200 ft after 4 hours pumping 1336 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 245 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 165 ft to 235 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 21 ft. | brown clay | |
| From: 21 ft. to 23 ft. | fine and coarse sand | |
| From: 23 ft. to 46 ft. | gray sticky clay, trace of fine sand | |
| From: 46 ft. to 72 ft. | brown clay and gypsum | |
| From: 72 ft. to 77 ft. | fine sand | |
| From: 77 ft. to 82 ft. | yellow clay | |
| From: 82 ft. to 120 ft. | brown clay and gypsum | |
| From: 120 ft. to 130 ft. | medium and coarse sand and gravel | |
| From: 130 ft. to 141 ft. | brown clay | |
| From: 141 ft. to 152 ft. | fine to medium sand, coarse sand and small gravel | |
| From: 152 ft. to 163 ft. | brown clay | |
| From: 163 ft. to 168 ft. | fine to medium sand, coarse sand and small gravel | |
| From: 168 ft. to 169 ft. | brown clay | |
| From: 169 ft. to 183 ft. | fine to coarse sand, small gravel | |
| From: 183 ft. to 195 ft. | brown clay with a few sand streaks | |
| From: 195 ft. to 198 ft. | fine to coarse sand, small gravel | |
| From: 198 ft. to 200 ft. | brown clay | |
| From: 200 ft. to 217 ft. | fine to medium sand with some small gravel and white rock chips | |
| From: 217 ft. to 223 ft. | brown clay | |
| From: 223 ft. to 230 ft. | brown clay with a lot of fine to medium sand streaks | |
| From: 230 ft. to 235 ft. | fine to coarse sand, small gravel and white rock chips | |
| From: 235 ft. to 244 ft. | brown clay | |
| From: 244 ft. to 270 ft. | yellow clay | |
| From: 270 ft. to 270 ft. | black shale | |