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Specific Water Well Detail |
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| Location Info | |||
| Owner: SCS Farms | Status: Constructed | ||
| Location: T26S, R34W, Sec. 16, SW | County: Finney | ||
| Directions: from Garden City: 10 mi S on Hwy 83, 9 mi W, 1.75 mi S, and 0.5 mi W, 20 feet W of pivot | |||
| Latitude: 37.7838667 | Longitude: -101.0486039 | Datum NAD 27 | |
| Latitude: 37.7838894 | Longitude: -101.0490511 | 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: 110 ft. | Est. Yield: 1600 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: 180 ft to 200 ft
From: 250 ft to 270 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 40 ft. | top soil | |
| From: 40 ft. to 47 ft. | brown sandy clay | |
| From: 47 ft. to 80 ft. | fine to medium sand and gravel | |
| From: 80 ft. to 143 ft. | fine to medium sand and gravel streak of coarse gravel | |
| From: 143 ft. to 184 ft. | fine to medium sand and gravel | |
| From: 184 ft. to 196 ft. | fine to medium sand and gravel streak of coarse gravel | |
| From: 196 ft. to 202 ft. | fine to medium sand and gravel streak of coarse gravel hard | |
| From: 202 ft. to 214 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
| From: 214 ft. to 221 ft. | brown sandy clay | |
| From: 221 ft. to 229 ft. | fine to medium sand and gravel (loose) | |
| From: 229 ft. to 248 ft. | brown sandy clay small gravel streak | |
| From: 248 ft. to 273 ft. | fine to medium sand and gravel (loose) | |
| From: 273 ft. to 281 ft. | brown sandy clay 10% gravel | |
| From: 281 ft. to 330 ft. | brown sandy clay | |
| From: 330 ft. to 335 ft. | fine to medium sand fine gravel | |
| From: 335 ft. to 352 ft. | brown sandy clay | |
| From: 352 ft. to 370 ft. | brown yellow clay brown rock hard pull down | |
| From: 370 ft. to 380 ft. | shale | |