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Specific Water Well Detail |
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Location Info | |||
Owner: Jones, Taylor | Status: Constructed | ||
Location: T25S, R34W, Sec. 36, SE | County: Finney | ||
Directions: from Holcomb bridge: 4 mi S, 1 mi W, 5.75 mi S, 0.75 mi E; 40 feet E and 25 feet S of pivot | |||
Latitude: 37.8330413 | Longitude: -100.9975384 | Datum NAD 27 | |
Latitude: 37.8330651 | Longitude: -100.9979842 | 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: 471 ft. | Elevation: ft. | |
Static Water Level: 96 ft. | Est. Yield: 1600 gpm. | |
Comp. Date: 28-Feb-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: 230 ft to 250 ft
From: 270 ft to 290 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 19 ft. | top soil fine sand | |
From: 19 ft. to 44 ft. | brown sandy clay | |
From: 44 ft. to 63 ft. | medium coarse gravel loose | |
From: 63 ft. to 157 ft. | coarse gravel loose | |
From: 157 ft. to 162 ft. | brown clay | |
From: 162 ft. to 171 ft. | coarse gravel loose | |
From: 171 ft. to 179 ft. | brown sandy clay | |
From: 179 ft. to 197 ft. | fine to medium sand and gravel loose | |
From: 197 ft. to 230 ft. | fine to medium sand and gravel small clay streak loose | |
From: 230 ft. to 250 ft. | fine to medium sand and gravel loose | |
From: 250 ft. to 266 ft. | brown sandy clay | |
From: 266 ft. to 275 ft. | fine to medium sand and gravel | |
From: 275 ft. to 294 ft. | fine to medium sand and gravel small hard streak | |
From: 294 ft. to 322 ft. | brown sandy clay | |
From: 322 ft. to 331 ft. | brown sandy clay 10% sand and gravel | |
From: 331 ft. to 418 ft. | brown sandy clay | |
From: 418 ft. to 426 ft. | fine to medium sand loose | |
From: 426 ft. to 453 ft. | brown sandy clay | |
From: 453 ft. to 471 ft. | medium coarse brown rock loose | |
From: 471 ft. to 485 ft. | brown, red, yellow clay mixed brown rock hard |