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Specific Water Well Detail |
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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 |