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Specific Water Well Detail |
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| Location Info | |||
| Owner: Baldwin, Edward and Irene | Status: Constructed | ||
| Location: T22S, R33W, Sec. 31, NE SW SE | County: Finney | ||
| Directions: from Holcomb: 1 mi E, 7 mi N, 0.25 mi W, and 0.25 mi N | |||
| Latitude: 38.093511 | Longitude: -100.9802229 | Datum NAD 27 | |
| Latitude: 38.0935347 | Longitude: -100.9806641 | 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: 319 ft. | Elevation: ft. | |
| Static Water Level: 202 ft. | Est. Yield: 850 gpm. | |
| Comp. Date: 25-Nov-1983 | Well Use: Irrigation | |
| DWR Applic. #: 16798 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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:
Casing Joints: |
Diam: 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 319 ft to 279 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 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 73 ft. | brown clay and few fine sand streaks | |
| From: 73 ft. to 105 ft. | sandy clay and sand streaks | |
| From: 105 ft. to 120 ft. | fine to medium coarse sand | |
| From: 120 ft. to 133 ft. | brown and gray clay | |
| From: 133 ft. to 171 ft. | fine to medium coarse sand; small and few medium gravel; clay streaks | |
| From: 171 ft. to 177 ft. | fine to medium sand and sandy clay | |
| From: 177 ft. to 183 ft. | brown clay | |
| From: 183 ft. to 190 ft. | fine to medium coarse sand with small and few medium gravel | |
| From: 190 ft. to 196 ft. | sandy clay and few sand streaks. | |
| From: 196 ft. to 213 ft. | fine to med coarse sand, small gravel, few white rock, few small clay streaks. | |
| From: 213 ft. to 223 ft. | brown and gray clay | |
| From: 223 ft. to 233 ft. | fine to medium coarse sand and small and few medium gravel | |
| From: 233 ft. to 237 ft. | brown clay | |
| From: 237 ft. to 245 ft. | fine to medium coarse sand and small gravel | |
| From: 245 ft. to 248 ft. | brown clay | |
| From: 248 ft. to 260 ft. | fine to medium coarse sand and medium small and few small gravel, few white rock ledges | |
| From: 260 ft. to 263 ft. | brown clay | |
| From: 263 ft. to 269 ft. | fine sand, hard to catch, few clay streaks. | |
| From: 269 ft. to 282 ft. | brown clay, sticky, few small sand streaks, and lime rock | |
| From: 282 ft. to 290 ft. | fine to medium coarse sand, very few medium, small gravel, few white rock | |
| From: 290 ft. to 301 ft. | brown clay | |
| From: 301 ft. to 317 ft. | fine to medium coarse sand, small gravel, and white rock, rough | |
| From: 317 ft. to 323 ft. | soapstone | |
| From: 323 ft. to 330 ft. | shale | |