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Specific Water Well Detail |
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| Location Info | |||
| Owner: B.M.W. Properties | Status: Constructed | ||
| Location: T12S, R25E, Sec. 9, SW NW SE NW | County: Johnson | ||
| Directions: 5100 Johnson Drive, Roeland Park | |||
| Latitude: 39.0242392 | Longitude: -94.6441111 | Datum NAD 27 | |
| Latitude: 39.024246 | Longitude: -94.644349 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.024246 | GPS Longitude: -94.644349 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 9.5 ft. | Elevation: ft. | |
| Static Water Level: 4.01 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Jan-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1R | |
| Driller Info | ||
| Driller: Dakota Technologies Company, LLC | License #: 606 | |
| 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: 8 ft. | ||
| Bore hole diameter: 8.5 inches to 9.5 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 2 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 2 ft to 9.5 ft | |
| Gravel pack intervals | From: 1.5 ft to 9.5 ft | |
| Grout Info | ||
| Grout used: | From: 0 to .5 ft
From: .5 to 1.5 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: W | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | concrete | |
| From: .5 ft. to 4 ft. | silty clay, dry, soft, medium brown | |
| From: 4 ft. to 8 ft. | silty clay, dry, soft, medium brown, becoming moist | |
| From: 8 ft. to 9.5 ft. | silty clay, turning wet, soft, turning gray | |