First, a little background. I am a licensed surveyor in Maryland with over 36 years of experience in recovering, plotting and using geodetic control. I am also a programmer under contract to NGS to provide windows-based software and training.
In regards to recovering and positioning geodetic control:
The load_HH process is completely independent from the recovery web page. You should enter a recovery note via the web page if it has been serveral years since the last recovery. However, you can update the position of the mark anytime, even if someone recovered it yesterday, last week, last month, or last century.
Here is how it works:
If the PID and designation match those in the NGS IDB and the hand held postion matches the database position within 10 seconds, and the precision of the new position is as good as or better than the precision of the IDB position, the position will be updated with the new HH position. As most bench marks have scaled positions, the GPS postion will be at least 10 times better. The load_HH process only updates the position of bench marks and can handle any number of marks.
HH1 is for hand held positions determined by Differential GPS positioning (DGPS) and is expected to be accurate to less than one meter. This type of system usually costs from $2,000 to $15,000. HH2 is for Autonomous GPS positions (AGPS) which are expected to be accurate to less than ten meters. Most folks have HH2 equipment.
If you are using a hand held GPS unit and software other than Garmin that can output a text file of PIDs, Designations, and positions, you can use the 'Tools>Convert delimited text file to HH' procedure in Gethvlst to create the HH.txt file. The HH.txt file is simply a pipe-character (|) delimited ASCII text file that can be created by any text editor. See Gethvlst documentation for file format.