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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R33W, Sec. 22, NW SE NE | County: Finney | ||
| Directions: from Garden City, 3.5 mi N and 2.5 mi W | |||
| Latitude: 38.0430174 | Longitude: -100.9233515 | Datum NAD 27 | |
| Latitude: 38.0430407 | Longitude: -100.9237918 | 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: 345 ft. | Elevation: ft. | |
| Static Water Level: 176 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Jul-1982 | Well Use: Irrigation | |
| DWR Applic. #: 17233 | 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: 222 ft to 302 ft
From: 315 ft to 325 ft From: 333 ft to 343 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 30 ft. | fine to medium sand and loose clay | |
| From: 30 ft. to 41 ft. | fine to medium coarse sand and small gravel | |
| From: 41 ft. to 102 ft. | brown clay with few fine sand streaks, sticky | |
| From: 102 ft. to 120 ft. | fine to medium sand | |
| From: 120 ft. to 130 ft. | brown and yellow clay, sticky | |
| From: 130 ft. to 140 ft. | blue and gray clay | |
| From: 140 ft. to 164 ft. | brown and tan clay | |
| From: 164 ft. to 183 ft. | white and brown clay and limerock | |
| From: 183 ft. to 191 ft. | fine to medium coarse sand and small gravel, cemented ledges | |
| From: 191 ft. to 197 ft. | brown clay | |
| From: 197 ft. to 222 ft. | fine to medium coarse sand with few small gravel, cemented in places | |
| From: 222 ft. to 228 ft. | fine to small sand, cemented in places, with small clay streaks | |
| From: 228 ft. to 240 ft. | fine to medium coarse sand | |
| From: 240 ft. to 292 ft. | fine to medium coarse sand and small and few medium gravel, loose, with few small clay streaks and few small clay streaks and few lime rock ledges | |
| From: 292 ft. to 302 ft. | fine to medium coarse sand with few small gravel and sandy clay streaks | |
| From: 302 ft. to 316 ft. | brown and tan sandy clay and limerock | |
| From: 316 ft. to 323 ft. | fine to medium sand | |
| From: 323 ft. to 334 ft. | brown and yellow clay | |
| From: 334 ft. to 339 ft. | fine to medium coarse sand and white rock | |
| From: 339 ft. to 341 ft. | yellow clay, sticky | |
| From: 341 ft. to 343 ft. | fine and small sand and chipped white rock | |
| From: 343 ft. to 353 ft. | yellow clay, sticky | |
| From: 353 ft. to 355 ft. | shale | |