Station Report
Geoid velocity added
To correct for the vertical drift between reference frames, the velocity of the geoid height (VN) is now calculated and incorporated into the calculation of the orthometric height. View documentation to learn more.
Site Identification
| Name | Province | NTS map sheet | Unique Number | Provincial Identifier | Network |
|---|---|---|---|---|---|
| 1493J | British Columbia | 082E03 | 60C031 | 49119 |
Horizontal Data
Coordinates scaled from map
| Latitude | Longitude |
|---|---|
| 49° 2' 45.6" | 119° 3' 39.6" |
| Zone | Easting (metres) | Northing (metres) | Scale |
|---|---|---|---|
| 11 | 349396.667 | 5434615.519 | 0.99988 |
Vertical Data (levelling)
| Vertical Datum | Elevation (m) | Order | Gravity (mGal) | Published | Project ID |
|---|---|---|---|---|---|
| CGVD2013 (2010.0) | 920.658 | 1st | 980689.43 | 2013 | H13ML1311 |
| CGVD28 | 920.447 | 1st | 980979.23 | 1979 | VA161 |
The CGVD2013 height reported in the Vertical Data table is approximate because it is calculated from historical levelling data and not from the combination of GNSS and a geoid model.
Vertical Datum Separation
| Datum 1 − Datum 2 | Elevation 1 (m) | Elevation 2 (m) | Elevation Difference (m) | Epoch |
|---|---|---|---|---|
| CGVD28 (lev) − CGVD2013 (lev) | 920.447 | 920.658 | -0.211 | 2010.0 |
Station Marker
| Marker Type | Inspected in | Established by | Status | Comments |
|---|---|---|---|---|
| Permanent agency marker | 1960 | Canadian geodetic survey - nrcan | Good |
Location
Bridesville iron pipe with brass cap along highway no. 3, 8.2 km west of intersection with highway no. 33, 32.3 m southeast (along fenceline) of road to conkle lake, 31.4 m northeast of centre line of highway, 1 m southwest of northeast limit of right-of-way, 1 m above road level.
Use of Canadian Geodetic Survey products and data is subject to the Open Government Licence - Canada
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