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aliquot
aliquot
@aliquot
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Joined: September 14, 2011 5:19 pm
Last seen: September 6, 2025 2:18 pm
Topics: 16 / Replies: 2307
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RE: Reporting Acreage

Posted by: Brian Allen ?ÿor, even?ÿworse "some bureaucrat told me to",?ÿ Well said, the only part I have an issue with is the bureaucrat part. Maybe y...

9 years ago
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RE: PLSS Diagonal 80 acre Patents in Oklahoma

They do exist. I have seen one or two. I think they were in New Mexico.?ÿ A survey of these would not be a dependent resurvey. Even the first survey o...

9 years ago
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RE: Reporting Acreage

Posted by: Andy Nold Property manager whose land we do a lot of work on in sizes from 1 acre to 640+ just sent over new plat standards that require ac...

9 years ago
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RE: Surveying Ethics and Conflicts of Interest

If your state can't help you (many won't) the federal Department of Labor, Wage and Hour Division will. I would suggest talking to the other RPLS firs...

9 years ago
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RE: Trouble between GPS pairs - Help

Do you have a reason to use the city control? Unless you have a very good reason why not use real world coordinates??ÿ

9 years ago
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RE: Talk to each other

You are right about the exam standards. Most of the state exams I have taken are very bad measures of minimum competency. Just because you can regurgi...

9 years ago
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RE: What am I missing here?

Depending on the distance and accuracy required you will also have to apply a scale factor to the total station distance. For most surveys today, the ...

9 years ago
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RE: Should I pincushion myself

Resetting a closing corner or moving a corner of minimum control to a senior line is not pin chushining. Although it is a little embarrassing if it is...

9 years ago
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RE: Should I pincushion myself

How far off the line is it going to be? Are you recovering original or perpetuated evidence that you missed the first time. Or are you recovering monu...

9 years ago
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RE: Should I pincushion myself

Corners for sections on both sides of a standard parallel were often not set during the original survey. Are you sure you are not dealing with a corne...

9 years ago
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RE: Pointless Plats and corner records

Posted by: ARS Mine Surveyor At least pins are being set. We do not have mandatory recording in NY unless it is a subdivision and setting pin varies b...

9 years ago
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RE: Pointless Plats and corner records

Posted by: Williwaw I can certainly relate to your frustration, but it's nothing new. Many of the older plats I have to work with contain zero ties to...

9 years ago
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RE: Pointless Plats and corner records

I can't even take the best modern surveyor at face value. I don't think even the best are immune from occasional bad decisions, or overlooked evidence...

9 years ago
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Replies: 8
Views: 1058
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RE: Original, undisturbed monument is off 3.5'

Posted by: R.J. Schneider "Again, that's not an original monument. When a monument is set on a senior line it can't be an original monument for that l...

9 years ago
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RE: Original, undisturbed monument is off 3.5'

Posted by: R.J. Schneider I think you'd have to prove that the 1/2"IR provided sufficient constructive notice to the buyer. The idea that one iron can...

9 years ago
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RE: Exhibit "A"

They do things different in Texas.

9 years ago
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RE: Original, undisturbed monument is off 3.5'

Posted by: Tommy Young I just went to court over a similar situation, but much worse. My client had owned 7 acres for over 40 years.?ÿ 30 years ago hi...

9 years ago
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RE: Original, undisturbed monument is off 3.5'

Posted by: Tommy Young Posted by: Jim in AZ IMHO, the title of this post is an impossibility. No original, undisturbed monument is out of position... ...

9 years ago
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RE: How Do I Become a Land Surveyor?

Don't limit yourself to the ABET programs. Not many of them work well with part time or distance education. Most (all?) accept something like "other a...

9 years ago
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