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First time poster....Long time reader. Just looking for information on a project I am working on. What I have is an NGS SACS Point at an airport that was destroyed this past summer. We have been hired to set the new NGS Point, complete all the paperwork and control the point. My Main question is.....To control the point with GPS it looks like the only option is post-processing the data to compute a northing and easting. Is this true? With the availability of OPUS or even an RTK network is post processing the only data NGS will accept.
Of course all data needs to be QAQC'd and submitted to NGS.
This Content Originally Published by a land surveyor to Land Surveyors United Network
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