|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Jones, Taylor | Status: Constructed | ||
| Location: T26S, R34W, Sec. 2, NE SW NE | County: Finney | ||
| Directions: from Holcomb, 11 mi S on county road, 0.25 mi E, and 0.25 S | |||
| Latitude: 37.823113 | Longitude: -101.0037874 | Datum NAD 27 | |
| Latitude: 37.8231368 | Longitude: -101.0042335 | 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: 375 ft. | Elevation: ft. | |
| Static Water Level: 96 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 30-Jun-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | 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: 300 ft to 330 ft
From: 360 ft to 370 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 31 ft. | top soil fine sand | |
| From: 31 ft. to 42 ft. | brown clay | |
| From: 42 ft. to 120 ft. | medium coarse gravel (loose) | |
| From: 120 ft. to 142 ft. | fine to medium sand and gravel small clay streak (loose) | |
| From: 142 ft. to 170 ft. | fine to medium sand and gravel | |
| From: 170 ft. to 188 ft. | blue clay | |
| From: 188 ft. to 209 ft. | fine to medium sand and gravel (loose) | |
| From: 209 ft. to 233 ft. | fine to medium sand fine gravel 10% clay | |
| From: 233 ft. to 254 ft. | fine to medium sand and gravel (loose) | |
| From: 254 ft. to 261 ft. | brown sandy clay | |
| From: 261 ft. to 268 ft. | fine to medium sand and gravel | |
| From: 268 ft. to 273 ft. | brown sandy clay | |
| From: 273 ft. to 285 ft. | fine to medium sand and gravel (loose) | |
| From: 285 ft. to 298 ft. | brown sandy clay | |
| From: 298 ft. to 330 ft. | fine to medium sand and gravel (loose) | |
| From: 330 ft. to 358 ft. | brown sandy clay hard | |
| From: 358 ft. to 371 ft. | fine to medium sand fine gravel (loose) | |
| From: 371 ft. to 389 ft. | brown sandy clay | |
| From: 389 ft. to 392 ft. | brown sandy clay small sand streak | |
| From: 392 ft. to 457 ft. | brown clay | |
| From: 457 ft. to 470 ft. | yellow red clay brown rock hard | |