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Specific Water Well Detail |
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| Location Info | |||
| Owner: SCS Farms | Status: Constructed | ||
| Location: T26S, R34W, Sec. 15, SE SE NW NW | County: Finney | ||
| Directions: from Garden City: 10 mi S on Hwy 83, 8 mi W, 1 mi S, and 0.75 mi W, 30 feet W of pivot | |||
| Latitude: 37.791311 | Longitude: -101.0304558 | Datum NAD 27 | |
| Latitude: 37.791336 | Longitude: -101.030908 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.791336 | GPS Longitude: -101.030908 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 358 ft. | Elevation: ft. | |
| Static Water Level: 117 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 29-Feb-1980 | 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: Donald E. Bailey Drilling Co. | License #: 209 | |
| 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: 200 ft to 220 ft
From: 270 ft to 290 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 32 ft. | top soil | |
| From: 32 ft. to 56 ft. | brown clay | |
| From: 56 ft. to 92 ft. | fine to medium sand and gravel (loose) | |
| From: 92 ft. to 133 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
| From: 133 ft. to 137 ft. | brown sandy clay | |
| From: 137 ft. to 159 ft. | fine to medium sand and gravel streak medium coarse gravel | |
| From: 159 ft. to 171 ft. | brown sandy clay | |
| From: 171 ft. to 194 ft. | fine to medium sand and gravel (loose) | |
| From: 194 ft. to 198 ft. | brown sandy clay | |
| From: 198 ft. to 222 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
| From: 222 ft. to 238 ft. | fine to medium sand and gravel 10% clay (tight) | |
| From: 238 ft. to 247 ft. | brown sandy clay 15% gravel | |
| From: 247 ft. to 265 ft. | fine to medium sand and gravel | |
| From: 265 ft. to 277 ft. | fine to medium sand fine gravel hard pull down | |
| From: 277 ft. to 294 ft. | fine to medium sand and gravel (loose) | |
| From: 294 ft. to 339 ft. | brown sandy clay white rock tight no good | |
| From: 339 ft. to 350 ft. | fine to medium sand and fine sand | |
| From: 350 ft. to 358 ft. | fine to medium sand and gravel | |
| From: 358 ft. to 366 ft. | brown sandy clay | |
| From: 366 ft. to 376 ft. | fine sand 10% clay | |
| From: 376 ft. to 398 ft. | brown sandy clay | |
| From: 398 ft. to 423 ft. | brown yellow clay hard | |
| From: 423 ft. to 430 ft. | shale hard | |