Specific Water Well Detail | ||
Location Info | |||
Owner: Opstad, Eleanor | Status: Constructed | ||
Location: T22S, R31W, Sec. 16, SE NE NE | County: Finney | ||
Directions: 6.5 mi NE on Hwy 156 to 10 mi marker, 5.75 mi N, 4615' N 545' W | |||
Latitude: 38.1455455 | Longitude: -100.7200229 | Datum NAD 27 | |
Latitude: 38.1455665 | Longitude: -100.7204538 | 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: 180 ft. | Elevation: ft. | |
Static Water Level: 100 ft. | Est. Yield: gpm. | |
Comp. Date: 07-Jun-1994 | Well Use: Irrigation | |
DWR Applic. #: 11430 | Other ID: |
Links | |
No Wizard information available. | |
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: Steel
Casing Joints: |
Diam: 16 in. to 139 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: Steel | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 130 ft to 180 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Abandoned water well | ||
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 24 ft. | brown clay | |
From: 24 ft. to 71 ft. | brown rock - 15% clay | |
From: 71 ft. to 114 ft. | fine to medium sand | |
From: 114 ft. to 118 ft. | brown sandy clay | |
From: 118 ft. to 126 ft. | fine to medium sand - 10% clay | |
From: 126 ft. to 142 ft. | fine to medium sand - small clay strip 15% - loose | |
From: 142 ft. to 160 ft. | fine to medium sand gravel white rock mixed - loose | |
From: 160 ft. to 165 ft. | brown sandy clay | |
From: 165 ft. to 171 ft. | fine to medium sand gravel | |
From: 171 ft. to 178 ft. | yellow clay | |
From: 178 ft. to 185 ft. | shale |