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Specific Water Well Detail |
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| Location Info | |||
| Owner: Q-Tech Corporation | Status: Constructed | ||
| Location: T12S, R24E, Sec. 24, NE SW SW | County: Johnson | ||
| Directions: 7616 Wedd St, Overland Park | |||
| Latitude: 38.9901964 | Longitude: -94.7029101 | Datum NAD 27 | |
| Latitude: 38.990203 | Longitude: -94.70315 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.990203 | GPS Longitude: -94.70315 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 33 ft. | Elevation: 988 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Sep-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 22 | |
| Driller Info | ||
| Driller: Razek Environmental, LLC | License #: 759 | |
| 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 2.8 ft. | asphalt with gravel and sand subgrade | |
| From: 2.8 ft. to 4.5 ft. | clay, dark red, firm, dry | |
| From: 4.5 ft. to 5.5 ft. | silty clay, reddish black, soft, moist | |
| From: 5.5 ft. to 8.8 ft. | clay, dark grayish brown, firm, dry, with iron nodules and staining, bluish gray mottling | |
| From: 8.8 ft. to 30.5 ft. | clay, red, with iron nodules and staining, stiff, moist | |
| From: 30.5 ft. to 33 ft. | weathered shale, hard, dry | |