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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cormack, Fred | Status: Constructed | ||
| Location: T23S, R34W, Sec. 9, NW NW SE | County: Finney | ||
| Directions: from Garden City, 5.5 mi N and 9.5 mi W | |||
| Latitude: 38.0677348 | Longitude: -101.0554205 | Datum NAD 27 | |
| Latitude: 38.067758 | Longitude: -101.0558637 | 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: 333 ft. | Elevation: ft. | |
| Static Water Level: 162 ft. | Est. Yield: 1760 gpm. | |
| Comp. Date: 25-May-1983 | Well Use: Irrigation | |
| DWR Applic. #: 7018 | 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: 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: 223 ft to 233 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 120 ft. | brown clay, few small sand streaks, and sticky in few places | |
| From: 120 ft. to 128 ft. | sand - fine to med | |
| From: 128 ft. to 160 ft. | brown and tan clay | |
| From: 160 ft. to 178 ft. | sandy clay and fine to medium sand | |
| From: 178 ft. to 196 ft. | sand - fine to med coarse few small gravel - drills firm | |
| From: 196 ft. to 198 ft. | cemented sand | |
| From: 198 ft. to 216 ft. | brown clay few small sand streaks | |
| From: 216 ft. to 225 ft. | sand - fine to med coarse | |
| From: 225 ft. to 245 ft. | sand - fine to med coarse small and few med gravel, loose, uses little water | |
| From: 245 ft. to 252 ft. | sandy clay and limerock | |
| From: 252 ft. to 260 ft. | sand - fine to med few small clay streaks | |
| From: 260 ft. to 262 ft. | brown clay and cemented sand | |
| From: 262 ft. to 267 ft. | sand - fine to med coarse - loose | |
| From: 267 ft. to 275 ft. | sand - fine to med coarse cemented ledges and small clay streaks | |
| From: 275 ft. to 283 ft. | brown clay | |
| From: 283 ft. to 300 ft. | sand - fine and small and sandy clay - tight | |
| From: 300 ft. to 304 ft. | brown clay | |
| From: 304 ft. to 314 ft. | sand - fine to med coarse med small white rock | |
| From: 314 ft. to 317 ft. | brown clay | |
| From: 317 ft. to 331 ft. | sand - fine to med coarse med small white rock loose | |
| From: 331 ft. to 334 ft. | brown clay | |
| From: 334 ft. to 338 ft. | shale | |