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Specific Water Well Detail |
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| Location Info | |||
| Owner: GLJ Enterprises, LLC | Status: Constructed | ||
| Location: T11S, R23E, Sec. 26, SW SE NE SW | County: Wyandotte | ||
| Directions: 60' W of 10635 Kaw Dr, Edwardsville (KDHE U4-105-15164) | |||
| Latitude: 39.0625554 | Longitude: -94.8268563 | Datum NAD 27 | |
| Latitude: 39.06256 | Longitude: -94.8271 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.06256 | GPS Longitude: -94.8271 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 48 ft. | Elevation: 781.45 ft. | |
| Static Water Level: 40.41 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Feb-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: Larsen & Associates | License #: 757 | |
| 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 .3 ft. | asphalt | |
| From: .3 ft. to 6 ft. | gravel and fill soil | |
| From: 6 ft. to 24 ft. | silty clay | |
| From: 24 ft. to 34 ft. | silt with trace clay | |
| From: 34 ft. to 48 ft. | coarse sand | |
| From: 48 ft. to 50 ft. | limestone cobbles and sand | |