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Specific Water Well Detail |
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| Location Info | |||
| Owner: Henselman, Mildred | Status: Constructed | ||
| Location: T22S, R34W, Sec. 34, NW SW NE | County: Finney | ||
| Directions: from Holcomb, 2 mi W, 7.5 mi N | |||
| Latitude: 38.1005546 | Longitude: -101.0370615 | Datum NAD 27 | |
| Latitude: 38.1005779 | Longitude: -101.0375036 | 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: 330 ft. | Elevation: ft. | |
| Static Water Level: 189 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 10-Feb-1989 | Well Use: Irrigation | |
| DWR Applic. #: 806 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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: 330 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 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 210 ft to 310 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 21 ft. | brown sandy clay and fine sand streaks | |
| From: 21 ft. to 55 ft. | fine to medium-coarse sand and small to medium gravel | |
| From: 55 ft. to 168 ft. | brown clay with couple small sand streaks | |
| From: 168 ft. to 192 ft. | fine to medium-coarse sand with small brown rock and small clay streaks | |
| From: 192 ft. to 197 ft. | gray and brown clay | |
| From: 197 ft. to 222 ft. | fine to medium-coarse sand and small brown and tan rock with small clay streaks at 213 feet | |
| From: 222 ft. to 237 ft. | fine to medium-coarse sand and small to some medium gravel | |
| From: 237 ft. to 239 ft. | brown sandy clay | |
| From: 239 ft. to 265 ft. | fine to medium-coarse sand and small to some medium gravel with lost black rock | |
| From: 265 ft. to 273 ft. | brown sandy clay and lime rock | |
| From: 273 ft. to 292 ft. | fine to small sand, some medium | |
| From: 292 ft. to 301 ft. | white clay and lime rock | |
| From: 301 ft. to 310 ft. | fine to medium-coarse sand with small gravel and white rock | |
| From: 310 ft. to 329 ft. | brown sandy clay and lime rock | |
| From: 329 ft. to 336 ft. | yellow soapstone | |
| From: 336 ft. to 340 ft. | shale | |