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Specific Water Well Detail |
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Location Info | |||
Owner: O'Neal, John | Status: Constructed | ||
Location: T26S, R34W, Sec. 18, NE | County: Finney | ||
Directions: from Garden City: 12 mi S, 11 mi W, 0.75 mi N, 0.25 mi W, and 280 feet S of pivot | |||
Latitude: 37.7908326 | Longitude: -101.0759718 | Datum NAD 27 | |
Latitude: 37.7908548 | Longitude: -101.0764192 | 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: 120 ft. | Est. Yield: 1500 gpm. | |
Comp. Date: 03-Oct-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: 250 ft to 270 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 35 ft. | top soil fine sand | |
From: 35 ft. to 57 ft. | brown sandy clay | |
From: 57 ft. to 69 ft. | fine to medium sand and gravel | |
From: 69 ft. to 80 ft. | brown sandy clay | |
From: 80 ft. to 110 ft. | medium coarse gravel 10% clay | |
From: 110 ft. to 141 ft. | coarse gravel 10% clay | |
From: 141 ft. to 161 ft. | brown sandy clay | |
From: 161 ft. to 204 ft. | fine to medium sand and gravel (loose) brown sandy clay | |
From: 204 ft. to 216 ft. | fine to medium sand and gravel (loose) | |
From: 216 ft. to 224 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
From: 224 ft. to 229 ft. | fine to medium sand and gravel hard | |
From: 229 ft. to 276 ft. | fine to medium sand and gravel (loose) | |
From: 276 ft. to 309 ft. | brown sandy clay | |
From: 309 ft. to 317 ft. | fine to medium sand and fine gravel | |
From: 317 ft. to 330 ft. | brown sandy clay | |
From: 330 ft. to 335 ft. | fine to medium sand and fine gravel | |
From: 335 ft. to 356 ft. | brown sandy clay white rock mixed | |
From: 356 ft. to 370 ft. | brown sandy clay white rock hard pull down | |
From: 370 ft. to 390 ft. | brown yellow clay hard pull down | |
From: 390 ft. to 395 ft. | shale |