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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 10, NE NW SW | County: Finney | ||
| Directions: from Holcomb, 3 mi W, 4.5 mi N, and 0.25 mi E | |||
| Latitude: 38.0678345 | Longitude: -101.0439476 | Datum NAD 27 | |
| Latitude: 38.0678579 | Longitude: -101.0443907 | 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: 313 ft. | Elevation: ft. | |
| Static Water Level: 162 ft. | Est. Yield: 1100 gpm. | |
| Comp. Date: 15-Mar-1985 | Well Use: Irrigation | |
| DWR Applic. #: 7193-D1 | 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: 162 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 207 ft after 1 hours pumping 690 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 313 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: Steel | Screen Openings: | |
| Screen-perforated intervals | From: 198 ft to 310 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 136 ft. | brown sandy clay, caliche and few fine sand streaks | |
| From: 136 ft. to 141 ft. | sand fine to medium, coarse | |
| From: 141 ft. to 165 ft. | brown sandy clay limerock and few sand streaks | |
| From: 165 ft. to 194 ft. | sand fine to medium, coarse, small gravel | |
| From: 194 ft. to 198 ft. | brown clay limerock and few sand streaks | |
| From: 198 ft. to 212 ft. | sand fine to medium, coarse, small to medium, gravel | |
| From: 212 ft. to 227 ft. | brown and yellow clay | |
| From: 227 ft. to 234 ft. | sand fine to medium, coarse | |
| From: 234 ft. to 244 ft. | fine to medium coarse sand, small gravel and lime rock ledges, and few clay streaks | |
| From: 244 ft. to 270 ft. | sandy clay and fine sand streaks | |
| From: 270 ft. to 280 ft. | brown and yellow clay and few sand streaks | |
| From: 280 ft. to 290 ft. | sand fine to medium, few coarse | |
| From: 290 ft. to 299 ft. | brown sandy clay and fine sand streaks | |
| From: 299 ft. to 310 ft. | sand fine to medium, coarse, small to medium, gravel white rock | |
| From: 310 ft. to 312 ft. | limestone and sand fine to medium, coarse, very hard and rough | |
| From: 312 ft. to 314 ft. | soapstone and limestone | |
| From: 314 ft. to 318 ft. | weathered shale | |