|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Jones, Bob | Status: Constructed | ||
| Location: T26S, R34W, Sec. 1, NW | County: Finney | ||
| Directions: from Garden City: 9 mi S, 7 mi W, 0.25 mi S, and 0.25 E on pivot | |||
| Latitude: 37.8243968 | Longitude: -100.9935596 | Datum NAD 27 | |
| Latitude: 37.8244207 | Longitude: -100.9940054 | 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: 445 ft. | Elevation: ft. | |
| Static Water Level: 115 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 20-Jan-1980 | 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: 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: 260 ft to 270 ft
From: 280 ft to 320 ft From: 370 ft to 380 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 1 ft. | top soil | |
| From: 1 ft. to 15 ft. | fine sand | |
| From: 15 ft. to 48 ft. | brown sandy clay | |
| From: 48 ft. to 110 ft. | medium to coarse gravel | |
| From: 110 ft. to 139 ft. | fine to medium sand and gravel (loose) | |
| From: 139 ft. to 156 ft. | brown sandy clay | |
| From: 156 ft. to 187 ft. | fine to medium sand and gravel (loose) | |
| From: 187 ft. to 226 ft. | fine to medium sand and gravel streaks of clay 10% loose | |
| From: 226 ft. to 241 ft. | brown sandy clay | |
| From: 241 ft. to 246 ft. | fine to medium sand and gravel (loose) | |
| From: 246 ft. to 272 ft. | fine to medium sand and gravel streaks of clay 10% loose | |
| From: 272 ft. to 281 ft. | brown sandy clay | |
| From: 281 ft. to 316 ft. | fine to medium sand and gravel (loose) | |
| From: 316 ft. to 340 ft. | brown sandy clay | |
| From: 340 ft. to 349 ft. | fine to medium sand and fine gravel streaks of clay 10% loose | |
| From: 349 ft. to 370 ft. | fine to medium sand and gravel streaks of clay 30% tight | |
| From: 370 ft. to 388 ft. | fine to medium sand and gravel streak of clay 10% loose | |
| From: 388 ft. to 440 ft. | brown sandy clay | |
| From: 440 ft. to 444 ft. | fine to medium sand and gravel and brown rock (loose) | |
| From: 444 ft. to 457 ft. | brown clay | |
| From: 457 ft. to 458 ft. | yellow clay | |
| From: 458 ft. to 460 ft. | shale | |