Yes, you are right
I saw that after I posted §7.18. probably should have scanned over the full thread before posting.
Going back and considering a regular section corner that is 1 mile south of the north twp line, the proportioning surveyor did it wrong by using a corner in the next twp and by not using a corner to the south.
I've never heard of a single and a half proportion, but if I had, I guess the example would have been something like what was done here. But then, the result of what was done here might be why there is no such thing as a single and a helf proportion.
Proportion v. Chain Adjustment
> ...the proportioning surveyor did it wrong by using a corner in the next twp and by not using a corner to the south.
>
Correct me if I'm wrong...but isn't proportion just another method to 'adjust' my chain to the original surveyor's chain? I don't see jumping into another township surveyed with a different chain being correct.
DDSM:beer:
Boy...
I'm glad I live in New England.:-) This PLSS stuff is connnnnnfusing!
Boy...
It is not confusing, just have to know what you are talking about.
If one is asking about problems in the PLSS, at least get the darn terms straight.
As in Standard corners.
Proportion v. Chain Adjustment
> > ...the proportioning surveyor did it wrong by using a corner in the next twp and by not using a corner to the south.
> >
>
>
> Correct me if I'm wrong...but isn't proportion just another method to 'adjust' my chain to the original surveyor's chain? I don't see jumping into another township surveyed with a different chain being correct.
>
> DDSM:beer:
Exactly.
