![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: O'Neal, John | Status: Constructed | ||
Location: T26S, R34W, Sec. 20, NW | County: Finney | ||
Directions: 9 W of Channel 11, .5 S, 1 W over cattle gate, S on field road | |||
Latitude: 37.7764157 | Longitude: -101.066558 | Datum NAD 27 | |
Latitude: 37.776438 | Longitude: -101.0670054 | 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: 145 ft. | Est. Yield: 1500 gpm. | |
Comp. Date: 30-May-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: 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: 220 ft to 250 ft
From: 0 ft to 0 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 17 ft. | top soil fine sand | |
From: 17 ft. to 60 ft. | fine sand clay mixed | |
From: 60 ft. to 79 ft. | brown sandy clay | |
From: 79 ft. to 125 ft. | medium coarse gravel | |
From: 125 ft. to 171 ft. | coarse gravel | |
From: 171 ft. to 182 ft. | brown sandy clay | |
From: 182 ft. to 200 ft. | medium coarse gravel (loose) | |
From: 200 ft. to 216 ft. | fine to medium sand and gravel | |
From: 216 ft. to 248 ft. | medium coarse gravel | |
From: 248 ft. to 263 ft. | brown sandy clay (hard) | |
From: 263 ft. to 290 ft. | medium coarse gravel 10% clay | |
From: 290 ft. to 303 ft. | brown sandy clay 20% medium coarse gravel | |
From: 303 ft. to 396 ft. | brown sandy clay | |
From: 396 ft. to 407 ft. | yellow clay brown rock hard no good | |
From: 407 ft. to 410 ft. | shale |