![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: Jones, Taylor | Status: Constructed | ||
Location: T25S, R34W, Sec. 25, NE | County: Finney | ||
Directions: 9 S of Holcomb, .75 E, .25 S, 40 feet E, 35 feet S of pivot | |||
Latitude: 37.8548708 | Longitude: -100.9973211 | Datum NAD 27 | |
Latitude: 37.8548947 | Longitude: -100.9977667 | 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: 382 ft. | Elevation: ft. | |
Static Water Level: 112 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: 260 ft to 280 ft
From: 360 ft to 380 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 42 ft. | top soil fine sand | |
From: 42 ft. to 54 ft. | brown sandy clay | |
From: 54 ft. to 94 ft. | medium coarse gravel loose | |
From: 94 ft. to 112 ft. | medium coarse gravel 10% clay loose | |
From: 112 ft. to 125 ft. | coarse gravel 15% clay | |
From: 125 ft. to 140 ft. | brown clay | |
From: 140 ft. to 181 ft. | blue clay | |
From: 181 ft. to 186 ft. | fine to medium sand fine sand tight | |
From: 186 ft. to 215 ft. | fine to medium sand and gravel | |
From: 215 ft. to 245 ft. | fine to medium sand and gravel loose | |
From: 245 ft. to 253 ft. | fine to medium sand and gravel 10% clay | |
From: 253 ft. to 260 ft. | fine to medium sand and gravel loose | |
From: 260 ft. to 266 ft. | brown sandy clay mixed white rock hard | |
From: 266 ft. to 279 ft. | fine to medium sand and gravel | |
From: 279 ft. to 288 ft. | brown sandy clay hard | |
From: 288 ft. to 357 ft. | brown sandy clay | |
From: 357 ft. to 379 ft. | fine to medium sand and gravel loose | |
From: 379 ft. to 445 ft. | brown sandy clay | |
From: 445 ft. to 455 ft. | brown yellow clay mixed with brown rock hard pull down |