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Specific Water Well Detail |
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Location Info | |||
Owner: Funk, Rodger | Status: Constructed | ||
Location: T23S, R33W, Sec. 4, SW NW NE | County: Finney | ||
Directions: from Holcomb, 6.5 mi N and 2.5 mi E | |||
Latitude: 38.0881983 | Longitude: -100.9460326 | Datum NAD 27 | |
Latitude: 38.0882216 | Longitude: -100.9464727 | 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: 258 ft. | Elevation: ft. | |
Static Water Level: 154 ft. | Est. Yield: 800 gpm. | |
Comp. Date: 12-Feb-1990 | Well Use: Irrigation | |
DWR Applic. #: 14131 | 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 258 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: 192 ft to 252 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 19 ft. | brown silty clay | |
From: 19 ft. to 30 ft. | brown clay and fine sand streaks (drilled loose) | |
From: 30 ft. to 39 ft. | blue clay (loose) | |
From: 39 ft. to 45 ft. | brown and gray clay (loose) | |
From: 45 ft. to 58 ft. | sand fine to medium coarse, few small gravel (loose used a little water) | |
From: 58 ft. to 80 ft. | brown and gray clay | |
From: 80 ft. to 100 ft. | brown clay | |
From: 100 ft. to 110 ft. | brown sandy clay | |
From: 110 ft. to 124 ft. | brown sandy clay, sand streaks and lime rock | |
From: 124 ft. to 140 ft. | fine to medium-coarse sand, small to medium gravel (used water) | |
From: 140 ft. to 179 ft. | sand fine to medium coarse, few small gravel, very few clay streaks and ledges (used water) | |
From: 179 ft. to 192 ft. | brown and tan clay and fine sand streaks | |
From: 192 ft. to 200 ft. | fine to medium-coarse sand and tiny white rock (used water) | |
From: 200 ft. to 212 ft. | sand fine to medium coarse, very few small gravel white rock (used water) loose. | |
From: 212 ft. to 213 ft. | sand rock | |
From: 213 ft. to 220 ft. | sand fine to medium coarse and tiny white rock (loose used water) | |
From: 220 ft. to 230 ft. | brown clay | |
From: 230 ft. to 245 ft. | fine to medium-coarse sand, tiny white rock, hard ledge at 236 feet | |
From: 245 ft. to 250 ft. | black shale |