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Specific Water Well Detail |
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| Location Info | |||
| Owner: Willis, Judith | Status: Constructed | ||
| Location: T23S, R34W, Sec. 19, NW NW NE | County: Finney | ||
| Directions: from Holcomb, 4 mi N and 5.5 mi W | |||
| Latitude: 38.0457521 | Longitude: -101.0921243 | Datum NAD 27 | |
| Latitude: 38.0457748 | Longitude: -101.0925685 | 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: 317 ft. | Elevation: ft. | |
| Static Water Level: 160 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 17-Sep-1985 | Well Use: Irrigation | |
| DWR Applic. #: 366 | 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. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 200 ft after 4 hours pumping 1160 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 317 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: 189 ft to 209 ft
From: 219 ft to 279 ft From: 293 ft to 313 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 10 ft. | brown clay | |
| From: 10 ft. to 20 ft. | brown clay, sand streaks. | |
| From: 20 ft. to 24 ft. | fine sand, coarse sand and gravel | |
| From: 24 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 60 ft. | brown clay, sand streaks. | |
| From: 60 ft. to 80 ft. | brown clay | |
| From: 80 ft. to 100 ft. | fine and coarse sand, cemented stk. | |
| From: 100 ft. to 120 ft. | brown clay, gyp stks. | |
| From: 120 ft. to 140 ft. | brown clay, stks. | |
| From: 140 ft. to 145 ft. | fine and coarse sand | |
| From: 145 ft. to 150 ft. | brown clay | |
| From: 150 ft. to 158 ft. | fine and coarse sand, clay streaks. | |
| From: 158 ft. to 169 ft. | brown clay, gyp stks. | |
| From: 169 ft. to 180 ft. | fine and coarse sand | |
| From: 180 ft. to 190 ft. | fine and coarse sand, some small gravel | |
| From: 190 ft. to 200 ft. | fine sand, coarse sand, some small gravel, trace of clay | |
| From: 200 ft. to 208 ft. | fine and coarse sand, small gravel | |
| From: 208 ft. to 210 ft. | brown clay | |
| From: 210 ft. to 217 ft. | fine sand | |
| From: 217 ft. to 230 ft. | cemented sand, brown clay and gyp st. | |
| From: 230 ft. to 240 ft. | fine and medium sand, cemented st., few clay streaks. | |
| From: 240 ft. to 253 ft. | fine and coarse sand, small gravel | |
| From: 253 ft. to 260 ft. | brown clay, fine sand streaks. | |
| From: 260 ft. to 267 ft. | brown clay, fine sand mixed | |
| From: 267 ft. to 281 ft. | fine and medium sand, some coarse sand, trace of gravel | |
| From: 281 ft. to 292 ft. | brown clay | |
| From: 292 ft. to 300 ft. | fine and coarse sand, small gravel, white rock | |
| From: 300 ft. to 313 ft. | coarse sand, gravel and white rock chips | |
| From: 313 ft. to 317 ft. | weathered limestone | |
| From: 317 ft. to 322 ft. | black shale | |