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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 23, SW SW SE | County: Finney | ||
| Directions: from Holcomb, 3 mi N and 1.5 mi W | |||
| Latitude: 38.0333276 | Longitude: -101.0186758 | Datum NAD 27 | |
| Latitude: 38.0333515 | Longitude: -101.0191196 | 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: 335 ft. | Elevation: ft. | |
| Static Water Level: 139 ft. | Est. Yield: 1420 gpm. | |
| Comp. Date: 09-Dec-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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: 240 ft to 330 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 18 ft. | brown sandy clay and fine sand st. | |
| From: 18 ft. to 85 ft. | brown clay and caliche, firm and sticky, few sand st. below 60 feet. real sticky 70 feet to 80 feet | |
| From: 85 ft. to 97 ft. | brown sandy clay and coarse sand st. | |
| From: 97 ft. to 102 ft. | brown clay, soft and sticky | |
| From: 102 ft. to 117 ft. | sand fine to med. coarse, real loose, few brown sandy clay st. | |
| From: 117 ft. to 152 ft. | sand fine to med. and brown sandy clay st., drilled loose | |
| From: 152 ft. to 161 ft. | brown sandy clay and few fine sand st. | |
| From: 161 ft. to 173 ft. | sand fine to med., few coarse and brown sandy clay st. (drilled real loose in places) | |
| From: 173 ft. to 185 ft. | sand fine to med., real loose | |
| From: 185 ft. to 203 ft. | brown clay (sticky and few hard lime rock ledges) | |
| From: 203 ft. to 227 ft. | sand fine to med. coarse, drilled loose and ragged, used water, few clay st. | |
| From: 227 ft. to 264 ft. | sand fine to med. coarse, small gravel, drilled loose and ragged, used water | |
| From: 264 ft. to 275 ft. | brown sandy clay, cemented sand st. and fine sand st. | |
| From: 275 ft. to 282 ft. | sand fine to med. (loose) few hard limerock ledges, real hard at 280 feet | |
| From: 282 ft. to 294 ft. | brown sandy clay and coarse sand st., drilled real loose in places | |
| From: 294 ft. to 304 ft. | brown sandy clay, few fine sand st. | |
| From: 304 ft. to 311 ft. | fine sand | |
| From: 311 ft. to 322 ft. | brown clay, very sticky | |
| From: 322 ft. to 328 ft. | sand fine to med. coarse, white rock, drilled loose and ragged | |
| From: 328 ft. to 332 ft. | soapstone | |
| From: 332 ft. to 340 ft. | weathered shale (hard) | |