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Specific Water Well Detail |
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| Location Info | |||
| Owner: Unified Government of Wyandotte County | Status: Constructed | ||
| Location: T11S, R25E, Sec. 9, SE SE NE NE | County: Wyandotte | ||
| Directions: 829 Ann Ave, Kansas City | |||
| Latitude: 39.1134232 | Longitude: -94.6306533 | Datum NAD 27 | |
| Latitude: 39.113428 | Longitude: -94.630889 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.113428 | GPS Longitude: -94.630889 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 829.89 ft. | |
| Static Water Level: 1.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 31-Jul-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: B 1/MW 1 | |
| Driller Info | ||
| Driller: SCS Engineers | License #: 708 | |
| 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?: No
Water Well disinfected?: No | ||
| Ground water encountered: 17 ft. | ||
| Bore hole diameter: 6 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 40 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 30 ft to 40 ft | |
| Gravel pack intervals | From: 28 ft to 40 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 28 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: N | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 13.5 ft. | brown lean clay; soft; moist | |
| From: 13.5 ft. to 18 ft. | gray lean clay; soft; wet | |
| From: 18 ft. to 38.5 ft. | gray-brown lean clay; soft; saturated | |
| From: 38.5 ft. to 40 ft. | gray lean clay; trace sandstone; stiff | |