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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T12S, R25E, Sec. 32, SW SW SW SW | County: Johnson | ||
| Directions: 9475 Metcalf Ave, Overland Park (U4-046-12211) | |||
| Latitude: 38.9573938 | Longitude: -94.9669349 | Datum NAD 27 | |
| Latitude: 38.9574 | Longitude: -94.96718 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.9574 | GPS Longitude: -94.96718 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 957.5 ft. | |
| Static Water Level: 11.19 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Sep-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 17 | |
| 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 .5 ft. | asphalt with gravel and sand | |
| From: .5 ft. to 2 ft. | clay, sand, and gravel | |
| From: 2 ft. to 7 ft. | sand, gravel, silt, and clay | |
| From: 7 ft. to 7.5 ft. | asphalt and graavel | |
| From: 7.5 ft. to 15 ft. | silty clay | |
| From: 15 ft. to 21 ft. | clay | |
| From: 21 ft. to 23 ft. | clay with some silt and very fine sand | |
| From: 23 ft. to 30 ft. | silt and clay, shale and siltstone | |