I think I might do that sometime, thanks.

Thanks very much. The file worked fine on DSWIN and I did not see it either. I felt like I could have sworn remember seeing it on the classic NGSmap (...

I'll send you a conversation mkennedy with my email if you get to send any .dat files or datasheets. Thank you.

I don't remember the PID but I did recently search through a hundred or so of similar older bench mark PID's nearby and used the "Include Destroyed Ma...

The one I looked up on the NGS Explorer and I reported as destroyed is not in the database anymore, I've searched on that geocaching site also and it ...

I was just searching and reading some old posts and found a interesting one by "base9geodesy":"Before I retired from NGS we had a near complete collec...

I know a well qualified surveyor in end would have the final say on markers ( I would like this if cost is not too much for marking two points), I was...

Mack00079, post: 395555, member: 11516 wrote: The answer will depend on several factors. 1. Are you near a township corner? If so then yes the corners...

JBN ARK, post: 395507, member: 11757 wrote: I'm sure everyone here will agree with that lol. Yes, for sure lol. : )

The quarter sections here seem to be rarely divided evenly within the sections, I think this is mostly because the sections sides are never precisely ...

Oh ok. So are you saying if a property corner marker could be found at the "bend", then that would override a modern day straight section line survey ...

Yeah I definitely know that, it would require RTK GPS or alike to get high accuracy. I'm just wondering based on this old past original survey informa...

Here are the notes below for the section just to the west. It says Beginning at the North East corner, thenceSouth 1å¡ 15' East. Where it says "Begi...

I'm in AL west of the Huntsville meridian and north of the Freeman Line. On the original Plat map from the 1800s all the section lines are drawn perf...