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Specific Water Well Detail |
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| Location Info | |||
| Owner: Overmiller, Drew | Status: Constructed | ||
| Location: T11S, R21E, Sec. 16, NW NE NE SE | County: Leavenworth | ||
| Directions: from intersection of Rogers Rd and Stayyard Rd: 420' W | |||
| Latitude: 39.0945979 | Longitude: -95.0764521 | Datum NAD 27 | |
| Latitude: 39.0946 | Longitude: -95.0767 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.0946 | GPS Longitude: -95.0767 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 101 ft. | Elevation: 875 ft. | |
| Static Water Level: 30 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 23-Jul-2019 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Evans Energy Development #953 | License #: 953 | |
| 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 8 ft. | soil and clay | |
| From: 8 ft. to 46 ft. | sandstone, light brown | |
| From: 46 ft. to 72 ft. | sandstone, light brown | |
| From: 72 ft. to 95 ft. | sandstone, gray | |
| From: 95 ft. to 101 ft. | coarse sandstone, gray | |
| From: 101 ft. to ft. | limestone | |