|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Koster, Duane | Status: Constructed | ||
| Location: T26S, R34W, Sec. 11, NW | County: Finney | ||
| Directions: 9 S of Garden City, 8 W, 1.25 S, .25 E, 30' E of pivot | |||
| Latitude: 37.8056934 | Longitude: -101.0116767 | Datum NAD 27 | |
| Latitude: 37.8057169 | Longitude: -101.0121231 | 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: 365 ft. | Elevation: ft. | |
| Static Water Level: 105 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. | ||
|
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 280 ft From: 350 ft to 360 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 28 ft. | top soil | |
| From: 28 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 103 ft. | medium coarse gravel 10% clay | |
| From: 103 ft. to 112 ft. | brown sandy clay | |
| From: 112 ft. to 121 ft. | fine to medium sand and gravel (loose) | |
| From: 121 ft. to 133 ft. | brown sandy clay | |
| From: 133 ft. to 139 ft. | fine to medium sand and fine gravel | |
| From: 139 ft. to 168 ft. | fine to medium sand and gravel (loose) | |
| From: 168 ft. to 181 ft. | brown sandy clay | |
| From: 181 ft. to 200 ft. | fine to medium sand and gravel | |
| From: 200 ft. to 223 ft. | fine to medium sand and gravel streak of medium coarse gravel (loose) | |
| From: 223 ft. to 230 ft. | fine to medium sand and gravel streak of medium coarse gravel 10% clay | |
| From: 230 ft. to 244 ft. | fine to medium sand and gravel 10% clay | |
| From: 244 ft. to 269 ft. | brown sandy clay | |
| From: 269 ft. to 282 ft. | fine to medium sand and gravel | |
| From: 282 ft. to 319 ft. | brown sandy clay | |
| From: 319 ft. to 325 ft. | fine sand (loose) | |
| From: 325 ft. to 351 ft. | brown sandy clay | |
| From: 351 ft. to 365 ft. | fine to medium sand and gravel (tight) | |
| From: 365 ft. to 384 ft. | fine sand 10% clay tight | |
| From: 384 ft. to 403 ft. | brown sandy clay brown rock and gravel streak | |
| From: 403 ft. to 410 ft. | brown yellow clay mixed with brown rock | |
| From: 410 ft. to 425 ft. | yellow clay and shale | |