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wfwenzel
@wfwenzel
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Joined: January 16, 2013 5:40 pm
Topics: 56 / Replies: 382
Topic
Replies: 41
Views: 4
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RE: Leica 1205 EDM failure

Precision-geo-inc, post: 390271, member: 9801 wrote: Sounds like you may have a malfunctioning ATR camera which is why it wouldn't lock on to the pris...

8 years ago
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RE: Leica 1205 EDM failure

Brad Ott, post: 390280, member: 197 wrote: I would hope this is not the culprit.Try the ATR camera calibration routine recommened above and report bac...

8 years ago
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RE: Leica 1205 EDM failure

Hi Wayne,Wish I'd have stumbled onto this before I sent it off. One can only cross his fingers and hope. I did pass this along to the tech that has th...

8 years ago
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RE: A Nate Story....

When you are problem-solving, you need to start far enough back to ensure a broad enough perspective: Correct solution: Put the dozer operator on a st...

8 years ago
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RE: Legal status of Original PLSS Section and 1/4 corners

There are a run of tie sheets from around here. They have a "Ties only" notation, as if they want to duck that responsibility and duty. They are typic...

8 years ago
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RE: Legal status of Original PLSS Section and 1/4 corners

I don't think I intended to argue one way or another, but what I hoped to do is start discussion among the professionals on the board here that have a...

8 years ago
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RE: Legal status of Original PLSS Section and 1/4 corners

Didn't mean to turn sideways into BLM stuff. I wanted to keep discussion on patented lands. Thanks

8 years ago
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RE: Legal status of Original PLSS Section and 1/4 corners

MightyMoe, post: 390148, member: 700 wrote: The BLM seems to disagree on the idea that the original is always the section cornerGot a source for that?

8 years ago
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RE: Legal status of Original PLSS Section and 1/4 corners

Geezer, post: 390055, member: 466 wrote: You might want to read the U.S. Supreme Court case involving Longview Fibre, in western Oregon,or Washington....

8 years ago
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RE: Legal status of Original PLSS Section and 1/4 corners

Jered McGrath PLS, post: 390060, member: 794 wrote: Sounds like the very long and previously debated "Pipe Vs.s Stone" thread from the old site. I don...

8 years ago
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RE: Not a survey corner, 1958

MightyMoe, post: 389813, member: 700 wrote: They are trying to be SURE no one uses it as some type of corner monument, it isn't marked as anything so ...

8 years ago
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RE: Whats with Oklahoma anyway?

Kent McMillan, post: 389919, member: 3 wrote: The better answer, though, would have been to have told him that any rational buyer will want to hire th...

8 years ago
Topic
Replies: 12
Views: 4
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RE: Recovery of section corners

Monte, post: 388396, member: 11913 wrote: I was not there, but a story was relayed to me about a survey marker in Texas having been marked by a pile o...

8 years ago
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RE: How old is this tree?

Mark Mayer, post: 387500, member: 424 wrote: We don't have beech trees in Oregon but if it were an Alder, which are similar in appearance, it might be...

8 years ago
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RE: Recovery of section corners

Bushwhacker, post: 387972, member: 10727 wrote: On the Grand Prairie of East Arkansas, Rice & Duck Capitol of the world the GLO dug 4 pits in the ...

8 years ago
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RE: Recovery of section corners

Nate The Surveyor, post: 387929, member: 291 wrote: It varies. Once fd. A 32" white Oak, with hole in the side. It was hollow. It was too coincidental...

8 years ago
Topic
Replies: 13
Views: 3
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