|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Mayo, C.A. | Status: Constructed | ||
| Location: T24S, R33W, Sec. 6, C S2 SW | County: Finney | ||
| Directions: from Holcomb, 0.25 mi N and 0.25 mi E | |||
| Latitude: 37.9908805 | Longitude: -100.9883456 | Datum NAD 27 | |
| Latitude: 37.9909048 | Longitude: -100.9887897 | 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: 335 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Jul-1976 | 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: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 335 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: Steel | Screen Openings: Louvered shutter | |
| Screen-perforated intervals | From: 210 ft to 225 ft
From: 255 ft to 323 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 10 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 3 ft. | top soil | |
| From: 3 ft. to 7 ft. | brown clay | |
| From: 7 ft. to 34 ft. | sand fine med. coarse, small to med. large gravel, used lots of water, few cobblestones | |
| From: 34 ft. to 37 ft. | brown clay, sand | |
| From: 37 ft. to 66 ft. | sand fine med. coarse, small to medium gravel, few large, very few white rock, very few clay st., used water, few cobblestones | |
| From: 66 ft. to 70 ft. | brown clay, sand mixed | |
| From: 70 ft. to 94 ft. | sand fine med. coarse, small to medium gravel, very few clay st., had some big gravel, did not drill like it, maybe came in from top | |
| From: 94 ft. to 150 ft. | brown clay, few ledges, some broken rock | |
| From: 150 ft. to 168 ft. | brown clay, broken rock, ledges, sand st. | |
| From: 168 ft. to 210 ft. | sand fine med. coarse, small gravel, few clay st., loose in places, few cemented ledges | |
| From: 210 ft. to 212 ft. | brown clay, ledges, sand st. | |
| From: 212 ft. to 219 ft. | sand fine med., clay st. | |
| From: 219 ft. to 225 ft. | brown clay | |
| From: 225 ft. to 252 ft. | sand fine med. coarse, small to medium gravel, very few clay st., rough in places, used water | |
| From: 252 ft. to 266 ft. | brown clay, hard ledge, few sand st. | |
| From: 266 ft. to 291 ft. | sand fine, few med., clay st., sand on fine side | |
| From: 291 ft. to 295 ft. | brown clay, a lot of sand st. | |
| From: 295 ft. to 304 ft. | sand fine med., few clay st. | |
| From: 304 ft. to 308 ft. | brown clay, sand st. | |
| From: 308 ft. to 315 ft. | sand fine med., clay st. | |
| From: 315 ft. to 320 ft. | sand fine med. coarse, very few small white rock | |
| From: 320 ft. to 333 ft. | sand fine med. coarse, small gravel, white and tan rock, very few clay st., very loose in places | |
| From: 333 ft. to 336 ft. | brown clay, soapstone, shale st. | |
| From: 336 ft. to 340 ft. | shale | |