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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rome, Mike, Sr. | Status: Constructed | ||
| Location: T23S, R33W, Sec. 8, SW NW NW | County: Finney | ||
| Directions: from Holcomb, 6 mi N and 1 mi E | |||
| Latitude: 38.0735005 | Longitude: -100.9736034 | Datum NAD 27 | |
| Latitude: 38.0735243 | Longitude: -100.9740449 | 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: 322 ft. | Elevation: ft. | |
| Static Water Level: 178 ft. | Est. Yield: 1050 gpm. | |
| Comp. Date: 16-Feb-1989 | Well Use: Irrigation | |
| DWR Applic. #: 8415 | 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 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 322 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: 219 ft to 319 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 195 ft. | brown sandy clay and few small sand streaks and limerock ledges | |
| From: 195 ft. to 199 ft. | fine to medium coarse sand and small to medium gravel | |
| From: 199 ft. to 201 ft. | brown sandy clay | |
| From: 201 ft. to 227 ft. | fine to medium coarse sand and small brown and black rock | |
| From: 227 ft. to 233 ft. | brown sandy clay | |
| From: 233 ft. to 241 ft. | fine to medium coarse sand and small to some medium brown and black rock | |
| From: 241 ft. to 259 ft. | brown sandy clay and lots of sand streaks | |
| From: 259 ft. to 273 ft. | fine to medium coarse sand and small brown rock with few small clay streaks | |
| From: 273 ft. to 279 ft. | brown sandy clay and few sand streaks | |
| From: 279 ft. to 290 ft. | fine to medium coarse sand with white rock and few small clay streaks | |
| From: 290 ft. to 299 ft. | fine to medium coarse sand and small to medium gravel | |
| From: 299 ft. to 310 ft. | fine to medium coarse sand and small to medium gravel with few small clay streaks | |
| From: 310 ft. to 319 ft. | fine to medium coarse sand and small to medium gravel and lots white rock | |
| From: 319 ft. to 320 ft. | shale | |