Specific Water Well Detail | ||
Location Info | |||
Owner: Roth, Edward | Status: Constructed | ||
Location: T22S, R34W, Sec. 32, NW SW NW | County: Finney | ||
Directions: from Holcomb, 8 mi N and 5 mi W | |||
Latitude: 38.1003817 | Longitude: -101.0830751 | Datum NAD 27 | |
Latitude: 38.1004044 | Longitude: -101.0835176 | 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: 310 ft. | Elevation: ft. | |
Static Water Level: 199 ft. | Est. Yield: 1500 gpm. | |
Comp. Date: 14-Apr-1989 | Well Use: Irrigation | |
DWR Applic. #: 5210 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Hydro Resources Mid Continent, Inc. | License #: 145 |
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 310 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: Continuous slot | |
Screen-perforated intervals | From: 227 ft to 307 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | 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 20 ft. | brown, sandy clay and fine sand streaks (loose) | |
From: 20 ft. to 37 ft. | sand, fine to medium coarse | |
From: 37 ft. to 60 ft. | brown clay | |
From: 60 ft. to 75 ft. | sand, fine to medium coarse | |
From: 75 ft. to 123 ft. | brown, sandy clay and fine sand streaks | |
From: 123 ft. to 137 ft. | sand, fine to medium coarse | |
From: 137 ft. to 165 ft. | brown, clay and sand streaks | |
From: 165 ft. to 176 ft. | sand, fine to medium coarse | |
From: 176 ft. to 198 ft. | brown, sandy clay and sand streaks | |
From: 198 ft. to 206 ft. | sand, fine to medium coarse and small gravel | |
From: 206 ft. to 220 ft. | brown, sandy clay and few sand streaks | |
From: 220 ft. to 227 ft. | very fine sand and clay streaks | |
From: 227 ft. to 228 ft. | lime rock | |
From: 228 ft. to 235 ft. | brown, sandy clay and lime rock ledges | |
From: 235 ft. to 243 ft. | sand, fine and small | |
From: 243 ft. to 253 ft. | sand, fine to medium coarse and cemented ledges, small gravel and a few white rock | |
From: 253 ft. to 265 ft. | brown, sandy clay lime rock and sand, fine and small and few coarse | |
From: 265 ft. to 273 ft. | brown, sandy clay and lime rock and few sand streaks | |
From: 273 ft. to 280 ft. | sand, fine to medium coarse, small gravel and few clay streaks | |
From: 280 ft. to 302 ft. | sand, fine to medium coarse, small to medium gravel and small to large white rock (drills lose) | |
From: 302 ft. to 307 ft. | sand, fine to medium coarse, lime rock, and white rock (drills tight) | |
From: 307 ft. to 313 ft. | yellow soapstone | |
From: 313 ft. to 320 ft. | blue shale |