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Specific Water Well Detail |
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| Location Info | |||
| Owner: Weber, Scott | Status: Constructed | ||
| Location: T3S, R2E, Sec. 24, NE SE NW SW | County: Washington | ||
| Directions: from Washington: 3 mi S on Quivira Rd, 6 mi W on 14th Rd, .25 mi N on King Rd, 1175' into E Field | |||
| Latitude: 39.7747188 | Longitude: -97.1571913 | Datum NAD 27 | |
| Latitude: 39.7747222 | Longitude: -97.1575 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.7747222 | GPS Longitude: -97.1575 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 227 ft. | Elevation: 1483 ft. | |
| Static Water Level: 75 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 17-Sep-2015 | Well Use: Irrigation | |
| DWR Applic. #: 48697 | Other ID: | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. | License #: 748 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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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 48 ft. | clay with sandstone | |
| From: 48 ft. to 103 ft. | shale | |
| From: 103 ft. to 108 ft. | shale with fine sand | |
| From: 108 ft. to 148 ft. | shale and fine sand | |
| From: 148 ft. to 157 ft. | shale | |
| From: 157 ft. to 168 ft. | fine sand | |
| From: 168 ft. to 188 ft. | sand | |
| From: 188 ft. to 208 ft. | medium-coarse sand | |
| From: 208 ft. to 224 ft. | sand | |
| From: 224 ft. to 227 ft. | shale | |