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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 28, SE NE SE | County: Finney | ||
| Directions: from Wolfe, 3 mi E and 0.75 mi S | |||
| Latitude: 38.0223799 | Longitude: -101.048652 | Datum NAD 27 | |
| Latitude: 38.0224033 | Longitude: -101.0490963 | 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: 377 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Aug-1976 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: 300 ft to 320 ft
From: 350 ft to 377 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, mixed 2 bags of revert | |
| From: 2 ft. to 10 ft. | brown clay | |
| From: 10 ft. to 68 ft. | brown sand clay and sand st. cemented. ledges at 62 feet | |
| From: 68 ft. to 89 ft. | brown clay, firm and sticky | |
| From: 89 ft. to 98 ft. | brown sandy clay, few sticky st. | |
| From: 98 ft. to 118 ft. | brown clay, firm and sticky | |
| From: 118 ft. to 131 ft. | brown sandy clay, few sand st. | |
| From: 131 ft. to 140 ft. | brown clay, firm and sticky | |
| From: 140 ft. to 155 ft. | brown sandy clay and few sand st. | |
| From: 155 ft. to 159 ft. | brown and gray clay, firm and sticky | |
| From: 159 ft. to 164 ft. | sand fine to med. coarse | |
| From: 164 ft. to 202 ft. | brown sandy clay, few sand st. few, small gravel. | |
| From: 202 ft. to 227 ft. | sand, medium to coarse, few, small gravel few clay st. drilled ragged used water | |
| From: 227 ft. to 245 ft. | brown sandy clay and coarse sand st. | |
| From: 245 ft. to 267 ft. | sand fine to medium coarse, few clay st. drilled loose. used water | |
| From: 267 ft. to 291 ft. | brown sandy clay, few ledges, sand st. | |
| From: 291 ft. to 300 ft. | brown clay, firm and sticky | |
| From: 300 ft. to 316 ft. | brown sandy clay and fine to med. coarse. sand st. used a little water | |
| From: 316 ft. to 350 ft. | brown sandy clay and few sand st. | |
| From: 350 ft. to 370 ft. | sand fine to medium coarse, a lot of clay st. drilled loose and ragged. white river rock | |
| From: 370 ft. to 376 ft. | white rock and few sand st. | |
| From: 376 ft. to 384 ft. | brown sandy clay and white rock. few sand st. | |
| From: 384 ft. to 400 ft. | shale and limerock st. used pulldown. hard in places | |