|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Jones, Taylor | Status: Constructed | ||
| Location: T26S, R34W, Sec. 8, NE | County: Finney | ||
| Directions: from Holcomb, 11 mi S, 2.25 mi W, 1.25 mi S, and 0.25 mi W | |||
| Latitude: 37.8055813 | Longitude: -101.0579081 | Datum NAD 27 | |
| Latitude: 37.8056039 | Longitude: -101.058355 | 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: 303 ft. | Elevation: ft. | |
| Static Water Level: 103 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 29-Apr-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: 180 ft to 200 ft
From: 250 ft to 260 ft From: 285 ft to 295 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 fine sand | |
| From: 19 ft. to 42 ft. | brown sandy clay | |
| From: 42 ft. to 50 ft. | fine to medium sand and gravel (loose) | |
| From: 50 ft. to 142 ft. | medium coarse gravel 10% clay | |
| From: 142 ft. to 160 ft. | white clay coarse streak of gravel | |
| From: 160 ft. to 168 ft. | coarse gravel 15% clay | |
| From: 168 ft. to 180 ft. | brown sandy clay | |
| From: 180 ft. to 209 ft. | fine to medium sand and gravel streak of medium coarse | |
| From: 209 ft. to 218 ft. | brown sandy clay | |
| From: 218 ft. to 226 ft. | fine to medium sand and gravel | |
| From: 226 ft. to 233 ft. | brown sandy clay | |
| From: 233 ft. to 242 ft. | fine to medium sand and gravel small clay streak | |
| From: 242 ft. to 251 ft. | brown sandy clay | |
| From: 251 ft. to 264 ft. | fine to medium sand and gravel (loose) | |
| From: 264 ft. to 283 ft. | brown white clay white rock (hard) | |
| From: 283 ft. to 295 ft. | fine to medium sand fine gravel | |
| From: 295 ft. to 303 ft. | fine to medium sand fine sand loose and tight spots | |
| From: 303 ft. to 380 ft. | brown sandy clay | |
| From: 380 ft. to 397 ft. | brown sandy clay brown rock mixed | |
| From: 397 ft. to 410 ft. | yellow clay brown rock (hard) | |