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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hausmann Construction | Status: Constructed | ||
| Location: T14S, R24E, Sec. 27, SE NE NW | County: Johnson | ||
| Directions: from W 175th St and W 179th St, 450 feet SE (K49T-SPSQ-ZXT) | |||
| Latitude: 38.8089204 | Longitude: -94.7341207 | Datum NAD 27 | |
| Latitude: 38.80893 | Longitude: -94.73436 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.80893 | GPS Longitude: -94.73436 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 25 ft. | Elevation: 1037 ft. | |
| Static Water Level: 22.11 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Mar-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. #990 | License #: 990 | |
| 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 10 ft | |
| Casing height above land surface: 432 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 10 ft to 25 ft | |
| Gravel pack intervals | From: 8 ft to 25 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 2 ft
From: 2 to 8 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .3 ft. | top soil | |
| From: .3 ft. to 4 ft. | silty clay, dark brown | |
| From: 4 ft. to 9.5 ft. | silty clay, orangish brown | |
| From: 9.5 ft. to 25 ft. | fine sandy silt, orangish brown | |