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Specific Water Well Detail |
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| Location Info | |||
| Owner: Western Co. of North America | Status: Constructed | ||
| Location: T24S, R33W, Sec. 10, SE SE NW | County: Finney | ||
| Directions: from Garden City, 2.5 mi W | |||
| Latitude: 37.9829753 | Longitude: -100.9300169 | Datum NAD 27 | |
| Latitude: 37.9829989 | Longitude: -100.9304586 | 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: 264 ft. | Elevation: ft. | |
| Static Water Level: 60 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 15-Jun-1978 | Well Use: Industrial | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | 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: 194 ft to 202 ft
From: 228 ft to 238 ft From: 248 ft to 258 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 4 ft. | sand fine to med | |
| From: 4 ft. to 41 ft. | sand fine to med coarse, small to large gravel with a few cobblestones | |
| From: 41 ft. to 50 ft. | brown clay | |
| From: 50 ft. to 60 ft. | sand fine to med coarse and small to med gravel | |
| From: 60 ft. to 70 ft. | brown clay | |
| From: 70 ft. to 85 ft. | sand fine to med coarse and small gravel. loose - used water | |
| From: 85 ft. to 140 ft. | brown clay with both a few limerock sts. and ledges | |
| From: 140 ft. to 150 ft. | sand fine to med coarse and small to med gravel. loose - used water | |
| From: 150 ft. to 161 ft. | brown clay with a few limerock sts. | |
| From: 161 ft. to 165 ft. | sand fine to med coarse. loose - used water | |
| From: 165 ft. to 166 ft. | brown clay | |
| From: 166 ft. to 180 ft. | sand fine to med coarse with a few small gravel. loose - used water | |
| From: 180 ft. to 190 ft. | sand fine to med coarse and small gravel. loose - used water | |
| From: 190 ft. to 191 ft. | brown clay | |
| From: 191 ft. to 205 ft. | sand fine to med coarse. loose - used water | |
| From: 205 ft. to 210 ft. | brown sandy clay | |
| From: 210 ft. to 221 ft. | sand fine to med coarse with a few small gravel. loose - used water | |
| From: 221 ft. to 225 ft. | brown sandy clay | |
| From: 225 ft. to 241 ft. | sand fine to med with a few coarse. loose - used water. also had a few white rock sts. | |
| From: 241 ft. to 245 ft. | brown clay | |
| From: 245 ft. to 261 ft. | sand fine to med. loose - used some water | |
| From: 261 ft. to 273 ft. | brown sandy clay | |
| From: 273 ft. to 279 ft. | sand fine to med. loose - used some water | |
| From: 279 ft. to 285 ft. | brown clay | |
| From: 285 ft. to 296 ft. | sand fine to med. loose - used some water | |
| From: 296 ft. to 306 ft. | brown clay | |
| From: 306 ft. to 313 ft. | yellow clay and limerock - drilled very hard | |
| From: 313 ft. to 315 ft. | blue shale - hard | |