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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mott, Melvin | Status: Constructed | ||
| Location: T26S, R31W, Sec. 3, SE SE SW | County: Finney | ||
| Directions: from Pierceville, 4 mi S and 1 mi W | |||
| Latitude: 37.8108798 | Longitude: -100.6977469 | Datum NAD 27 | |
| Latitude: 37.810903 | Longitude: -100.6981816 | 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: 270 ft. | Elevation: ft. | |
| Static Water Level: 70 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 10-Sep-1986 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 5 in. to 270 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 100 ft to 120 ft
From: 250 ft to 270 ft From: 155 ft to 175 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | 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 3 ft. | top soil | |
| From: 3 ft. to 34 ft. | brown sandy clay | |
| From: 34 ft. to 46 ft. | brown sandy clay and caliche | |
| From: 46 ft. to 52 ft. | brown sandy clay and fine sand streaks | |
| From: 52 ft. to 103 ft. | sand, fine to medium and coarse and small gravel | |
| From: 103 ft. to 110 ft. | sand, fine to medium and coarse, small gravel and cemented sand ledges | |
| From: 110 ft. to 112 ft. | brown sandy clay | |
| From: 112 ft. to 117 ft. | sand, fine to medium and coarse | |
| From: 117 ft. to 136 ft. | brown sandy clay and caliche | |
| From: 136 ft. to 139 ft. | sand, fine to medium | |
| From: 139 ft. to 159 ft. | brown sandy clay, caliche and fine sand streaks | |
| From: 159 ft. to 173 ft. | sand, fine to medium and coarse | |
| From: 173 ft. to 176 ft. | tan sandy clay | |
| From: 176 ft. to 180 ft. | sand, fine to medium and coarse, small gravel and tan sandy clay streaks | |
| From: 180 ft. to 186 ft. | sand, fine to medium and some coarse | |
| From: 186 ft. to 202 ft. | tan sandy clay | |
| From: 202 ft. to 217 ft. | sand, fine and brown sandy clay | |
| From: 217 ft. to 223 ft. | brown sandy clay | |
| From: 223 ft. to 249 ft. | tan sandy clay and fine sand | |
| From: 249 ft. to 261 ft. | sand, fine to medium, and coarse, small gravel | |
| From: 261 ft. to 264 ft. | soapstone and limerock | |
| From: 264 ft. to 270 ft. | shale and limerock | |
| From: 270 ft. to 280 ft. | shale | |