![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: Stone, Art | Status: Constructed | ||
Location: T26S, R33W, Sec. 19, NW | County: Finney | ||
Directions: 13 S of Garden City on Hwy 83, 6 W, .25 S, .25 E | |||
Latitude: 37.7767314 | Longitude: -100.9751844 | Datum NAD 27 | |
Latitude: 37.7767552 | Longitude: -100.9756301 | 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: 305 ft. | Elevation: ft. | |
Static Water Level: 91 ft. | Est. Yield: 1500 gpm. | |
Comp. Date: 24-Mar-1976 | 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 2 ft. | top soil | |
From: 2 ft. to 12 ft. | fine sand | |
From: 12 ft. to 21 ft. | brown sandy clay | |
From: 21 ft. to 48 ft. | fine to medium sand and gravel (loose) | |
From: 48 ft. to 50 ft. | brown clay | |
From: 50 ft. to 80 ft. | medium to coarse gravel (loose) | |
From: 80 ft. to 95 ft. | fine to medium sand and coarse gravel, streaks of clay (20%) | |
From: 95 ft. to 126 ft. | fine to medium sand and gravel (loose) | |
From: 126 ft. to 152 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
From: 152 ft. to 275 ft. | fine to medium sand and gravel (loose) | |
From: 275 ft. to 291 ft. | fine to medium sand and gravel, streaks of clay 10% (tight) | |
From: 291 ft. to 305 ft. | fine to medium sand and gravel, streaks of clay 10% (tight) | |
From: 305 ft. to 320 ft. | brown sandy clay, white rock and streaks of fine to medium sand and gravel (25%) tight no good | |
From: 320 ft. to 332 ft. | brown sandy clay, small streaks of fine to medium sand and gravel (20%) | |
From: 332 ft. to 350 ft. | brown and white sandy clay, small streaks of coarse gravel (10%) | |
From: 350 ft. to 395 ft. | fine sand and clay mixture (40%) clay no good |