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Specific Water Well Detail |
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| Location Info | |||
| Owner: USD 237 Bus Barn | Status: Constructed | ||
| Location: T3S, R13W, Sec. 22, SW NE SW | County: Smith | ||
| Directions: 216 S. Jefferson, Smith Center | |||
| Latitude: 39.7751705 | Longitude: -98.7794732 | Datum NAD 27 | |
| Latitude: 39.7751823 | Longitude: -98.7798259 | 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: 25 ft. | Elevation: 1814.37 ft. | |
| Static Water Level: 16.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Jan-1999 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Shirley Environmental Testing LLC | License #: 634 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 10 ft. | silty clay | |
| From: 10 ft. to 25 ft. | sandy clay | |