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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koster, Duane | Status: Constructed | ||
| Location: T26S, R34W, Sec. 11, SE NW NE | County: Finney | ||
| Directions: from Holcomb: 4 mi S, 1 mi W, 6 mi S, 0.75 mi E, 1.25 mi S, 0.25 mi W, 30 feet W of pivot | |||
| Latitude: 37.8066447 | Longitude: -101.0037055 | Datum NAD 27 | |
| Latitude: 37.8066684 | Longitude: -101.0041518 | 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: 394 ft. | Elevation: ft. | |
| Static Water Level: 115 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 31-Aug-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 230 ft
From: 320 ft to 330 ft From: 345 ft to 365 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 17 ft. | top soil fine sand | |
| From: 17 ft. to 48 ft. | brown clay | |
| From: 48 ft. to 104 ft. | medium coarse gravel 10% clay | |
| From: 104 ft. to 113 ft. | brown clay | |
| From: 113 ft. to 121 ft. | fine to medium sand and gravel | |
| From: 121 ft. to 142 ft. | brown sandy clay | |
| From: 142 ft. to 169 ft. | fine to medium sand and gravel | |
| From: 169 ft. to 185 ft. | brown sandy clay small streak of gravel | |
| From: 185 ft. to 211 ft. | fine to medium sand and gravel | |
| From: 211 ft. to 232 ft. | fine to medium sand and gravel hard streak | |
| From: 232 ft. to 244 ft. | brown sandy clay 15 % gravel | |
| From: 244 ft. to 255 ft. | brown sandy clay | |
| From: 255 ft. to 265 ft. | fine to medium sand and gravel | |
| From: 265 ft. to 272 ft. | brown sandy clay | |
| From: 272 ft. to 280 ft. | brown sandy clay 10% gravel | |
| From: 280 ft. to 318 ft. | brown sandy clay mixed with white rock | |
| From: 318 ft. to 331 ft. | fine to medium sand and gravel | |
| From: 331 ft. to 343 ft. | brown clay | |
| From: 343 ft. to 348 ft. | fine sand | |
| From: 348 ft. to 366 ft. | fine to medium sand and gravel small clay streak (loose) | |
| From: 366 ft. to 377 ft. | brown sandy clay | |
| From: 377 ft. to 394 ft. | fine to medium sand | |
| From: 394 ft. to 410 ft. | brown sandy clay | |
| From: 410 ft. to 434 ft. | brown yellow clay brown rock (hard) | |
| From: 434 ft. to 440 ft. | shale | |