|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Boeing Co. | Status: Constructed | ||
| Location: T13S, R23E, Sec. 36, SE SE NE NW | County: Johnson | ||
| Directions: 2218 S Ocheltree St, Olathe | |||
| Latitude: 38.8800372 | Longitude: -94.806931 | Datum NAD 27 | |
| Latitude: 38.880058 | Longitude: -94.807174 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.880058 | GPS Longitude: -94.807174 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 16.5 ft. | Elevation: 1037.08 ft. | |
| Static Water Level: 14 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Oct-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 57B | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: No | ||
| Ground water encountered: 14 ft. | ||
| Bore hole diameter: 8 inches to 17 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 11.5 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: Mill slot | |
| Screen-perforated intervals | From: 11.5 ft to 16.5 ft | |
| Gravel pack intervals | From: 9.5 ft to 17 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 9.5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | asphalt | |
| From: .5 ft. to 1 ft. | gravel base | |
| From: 1 ft. to 13 ft. | silty clay, dark brown-black | |
| From: 13 ft. to 14 ft. | limestone gravel and silty clay | |
| From: 14 ft. to 17 ft. | competent rock with some softer areas | |