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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koster, Duane | Status: Constructed | ||
| Location: T26S, R34W, Sec. 3, SW | County: Finney | ||
| Directions: 9 S of Garden City, 9 W, .75 S, .25 E, 40' W of pivot | |||
| Latitude: 37.8142813 | Longitude: -101.0303401 | Datum NAD 27 | |
| Latitude: 37.8143045 | Longitude: -101.0307866 | 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: 355 ft. | Elevation: ft. | |
| Static Water Level: 100 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: 220 ft to 260 ft
From: 260 ft to 295 ft From: 295 ft to 305 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 25 ft. | top soil | |
| From: 25 ft. to 48 ft. | brown sandy clay | |
| From: 48 ft. to 131 ft. | medium coarse gravel | |
| From: 131 ft. to 143 ft. | brown sandy clay | |
| From: 143 ft. to 150 ft. | brown sandy clay 15% gravel | |
| From: 150 ft. to 196 ft. | brown sandy clay gravel streak | |
| From: 196 ft. to 208 ft. | fine to medium sand and gravel small clay streak (loose) | |
| From: 208 ft. to 223 ft. | brown sandy clay | |
| From: 223 ft. to 245 ft. | fine to medium sand and gravel streak of medium coarse gravel (loose) | |
| From: 245 ft. to 259 ft. | fine to medium sand and gravel (loose) | |
| From: 259 ft. to 264 ft. | brown sandy clay | |
| From: 264 ft. to 273 ft. | fine to medium sand and gravel (loose) | |
| From: 273 ft. to 282 ft. | brown sandy clay | |
| From: 282 ft. to 288 ft. | fine to medium sand and gravel (loose) | |
| From: 288 ft. to 295 ft. | brown sandy clay | |
| From: 295 ft. to 304 ft. | fine to medium sand and gravel (loose) | |
| From: 304 ft. to 310 ft. | brown sandy clay | |
| From: 310 ft. to 314 ft. | fine to medium sand gravel | |
| From: 314 ft. to 351 ft. | brown sandy clay white rock | |
| From: 351 ft. to 355 ft. | fine to medium sand | |
| From: 355 ft. to 410 ft. | brown sandy clay | |
| From: 410 ft. to 425 ft. | yellow clay brown rock (hard) | |