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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dick, Frank | Status: Constructed | ||
| Location: T22S, R34W, Sec. 32, NC SE | County: Finney | ||
| Directions: from Holcomb, 7.25 mi N and 4.25 mi W | |||
| Latitude: 38.0958904 | Longitude: -101.0703523 | Datum NAD 27 | |
| Latitude: 38.0959133 | Longitude: -101.0707948 | 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: 267 ft. | Elevation: ft. | |
| Static Water Level: 170 ft. | Est. Yield: 1451 gpm. | |
| Comp. Date: 13-Dec-1979 | Well Use: Irrigation | |
| DWR Applic. #: 25700 | 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:
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: 160 ft to 170 ft
From: 217 ft to 267 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 18 ft. | brown sandy clay | |
| From: 18 ft. to 27 ft. | sand medium coarse and small | |
| From: 27 ft. to 60 ft. | brown clay and fine sand medium coarse and small gravel | |
| From: 60 ft. to 70 ft. | brown sandy clay | |
| From: 70 ft. to 80 ft. | brown clay | |
| From: 80 ft. to 90 ft. | sand medium coarse and small coarse | |
| From: 90 ft. to 125 ft. | brown clay and; small sand streaks | |
| From: 125 ft. to 139 ft. | sand fine medium coarse and small gravel loose used water | |
| From: 139 ft. to 151 ft. | brown clay and fine sand | |
| From: 151 ft. to 171 ft. | sand fine medium coarse and small gravel, few tiny white tan rock loose used water | |
| From: 171 ft. to 180 ft. | brown clay, caliche and small sand streaks | |
| From: 180 ft. to 186 ft. | gyp rock used water | |
| From: 186 ft. to 211 ft. | brown clay and streaks of gyp rock and sand streaks | |
| From: 211 ft. to 264 ft. | fine-medium-coarse sand, small gravel, and white rock, loose, very good hard ledge at 230 feet | |
| From: 264 ft. to 272 ft. | yellow clay and soap stone | |
| From: 272 ft. to 280 ft. | shale | |