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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koster, Duane | Status: Constructed | ||
| Location: T26S, R34W, Sec. 10, SE | County: Finney | ||
| Directions: from Garden City, 9 mi S, 8 mi W, 1.75 mi S, 0.25 mi W, and 30 feet W of pivot | |||
| Latitude: 37.7983988 | Longitude: -101.0209494 | Datum NAD 27 | |
| Latitude: 37.7984222 | Longitude: -101.021396 | 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: 334 ft. | Elevation: ft. | |
| Static Water Level: 113 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 30-May-1979 | 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: MW Drilling | License #: 208 | |
| 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 260 ft
From: 300 ft to 310 ft From: 320 ft to 330 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 19 ft. | top soil | |
| From: 19 ft. to 46 ft. | brown clay | |
| From: 46 ft. to 77 ft. | medium coarse gravel 10% clay | |
| From: 77 ft. to 83 ft. | brown clay | |
| From: 83 ft. to 92 ft. | brown clay streak of medium coarse gravel | |
| From: 92 ft. to 113 ft. | brown sandy clay | |
| From: 113 ft. to 138 ft. | fine to medium sand and gravel | |
| From: 138 ft. to 151 ft. | brown sandy clay | |
| From: 151 ft. to 179 ft. | fine to medium sand and gravel | |
| From: 179 ft. to 203 ft. | brown and gray clay | |
| From: 203 ft. to 225 ft. | brown clay sticky | |
| From: 225 ft. to 240 ft. | brown sandy clay gravel streak | |
| From: 240 ft. to 256 ft. | medium coarse gravel | |
| From: 256 ft. to 277 ft. | fine to medium sand and gravel (tight) | |
| From: 277 ft. to 293 ft. | brown sandy clay 20% gravel | |
| From: 293 ft. to 298 ft. | brown sandy clay | |
| From: 298 ft. to 307 ft. | fine to medium sand and gravel (loose) | |
| From: 307 ft. to 314 ft. | brown sandy clay | |
| From: 314 ft. to 334 ft. | fine to medium sand and gravel | |
| From: 334 ft. to 360 ft. | brown sandy clay white rock | |
| From: 360 ft. to 400 ft. | brown sandy clay | |
| From: 400 ft. to 440 ft. | brown sandy clay sand streak | |
| From: 440 ft. to 455 ft. | brown yellow clay brown rock (hard) | |