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Specific Water Well Detail |
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Location Info | |||
Owner: Jones, Taylor | Status: Constructed | ||
Location: T25S, R34W, Sec. 24, SE | County: Finney | ||
Directions: from Holcomb, 9 mi S, 0.75 mi E, 0.5 mi N, 40 feet E, 35 feet S of pivot | |||
Latitude: 37.862135 | Longitude: -100.9972658 | Datum NAD 27 | |
Latitude: 37.862159 | Longitude: -100.9977114 | 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: 412 ft. | Elevation: ft. | |
Static Water Level: 99 ft. | Est. Yield: 1500 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: 270 ft to 290 ft
From: 370 ft to 390 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 24 ft. | top soil | |
From: 24 ft. to 34 ft. | brown sandy | |
From: 34 ft. to 82 ft. | medium coarse gravel loose | |
From: 82 ft. to 93 ft. | brown clay | |
From: 93 ft. to 145 ft. | fine to medium sand and gravel loose | |
From: 145 ft. to 157 ft. | brown clay | |
From: 157 ft. to 189 ft. | fine to medium sand and gravel loose | |
From: 189 ft. to 203 ft. | fine to medium sand and gravel 10% clay loose | |
From: 203 ft. to 248 ft. | fine to medium sand and gravel loose | |
From: 248 ft. to 262 ft. | brown sandy clay | |
From: 262 ft. to 291 ft. | fine to medium sand and gravel small clay streak loose | |
From: 291 ft. to 352 ft. | brown sandy clay | |
From: 352 ft. to 358 ft. | fine to medium sand and gravel tight | |
From: 358 ft. to 366 ft. | fine to medium sand and gravel small hard streak | |
From: 366 ft. to 388 ft. | fine to medium sand and gravel loose | |
From: 388 ft. to 395 ft. | fine to medium sand and gravel 10% clay hard streak | |
From: 395 ft. to 400 ft. | fine to medium sand and gravel loose | |
From: 400 ft. to 408 ft. | fine to medium sand and gravel tight | |
From: 408 ft. to 444 ft. | brown sandy clay hard | |
From: 444 ft. to 455 ft. | brown rock yellow clay hard pull down |