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paul-in-pa
@paul-in-pa
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Joined: July 3, 2010 5:50 am
Topics: 700 / Replies: 5344
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RE: Super Tall Geodesy

So, I finally found what I was looking for; an NGS document regarding Datasheet data, 3/01/2017, see below. On page 8 I found this footnote; "1 Heigh...

6 years ago
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RE: Super Tall Geodesy

And here in PA it is International Feet MA0655 ______________________________________________________________________ MA0655* NAD 83(1986) POSITION- 4...

6 years ago
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RE: Super Tall Geodesy

Dear North, "I am unaware of any state having documented an official foot for elevations." Please cite one that has. Paul in PA

6 years ago
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RE: Super Tall Geodesy

The US converts meters to international feet except where the state has documented use of the US survey foot and that is for position. I am unaware of...

6 years ago
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RE: Super Tall Geodesy

At the same time you should have been taking GNSS observations at the 4 corners at the top of said structure for comparison. I said 4 corners because ...

6 years ago
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RE: Bridge Collapse in Genoa, Italy

I've talked with my brother, another?ÿ engineer, who saw a news reporter where a first hand witness saw lightning strike a tower and the first section...

6 years ago
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RE: Odd Situation

The client gets what he asked for in removing the 30' strip. If he wants an extra 0.06 acre removed he pays for the cost of doing that. It is his choi...

6 years ago
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RE: Odd Situation

You were told to exclude the 30' now in use as a road, do that. Whatever the acreage is, it is. Explain tot the buyer that if wants to exclude that 0....

6 years ago
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RE: Wrong Station Setup .

If you change it wrong in the filed it is almost impossible to go back. If you change it without first explaining it to your boss you could be committ...

6 years ago
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RE: LGO 8.4 error message

I take it you never broke a file up the manual way before. Open the RINEX file in WordPad, delete the observations outside your markers, and save the ...

6 years ago
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RE: How to fix a traverse run with bad horizontal collimation setting

6" should have shown up as 12" +/- closure error on each set of turns but should have come out in the wash when meaned. 31" in 17 turns is less than 2...

6 years ago
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RE: LGO 8.4 error message

A text editor is very simple to use, I use WordPad. How much of the file do you need to use? Paul in PA

6 years ago
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RE: LGO 8.4 error message

Convert it to a RINEX file and use a text editor to edit it. Or use teqc to do the same. Paul in PA

6 years ago
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RE: PA Survey Dilemma

You survey a boundary in PA, not a line. One has to consider the date of the blazes,?ÿthe size of the trees and the calls in the deeds. Yes, I said de...

6 years ago
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RE: When were steel tapes graduated in decimal feet first used for surveying

Very interesting articles. I would add that one should check with he US Bureau of Standards for when they first started calibrating steel tapes. The t...

6 years ago
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RE: PA License application

PA does have an emphasis on "boundary line surveying" work and the experience required for a licenses without a degree is considerable. New Jersey req...

6 years ago
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RE: PA License application

Having a license in state A does not make you eligible for a license in State B. Many states have multiple requirements: No degree 12 years experience...

6 years ago
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RE: Static survey with one receiver

Yes! I see 4 nearby sites: North of you is CHET CORS in Chetumal, Mexico, GPS & Glonass Southwest is MTP1 CORS, Tapachulo, Guatamala, GPS Southwes...

6 years ago
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RE: PA License application

State Boards know the specific rules in their State, they do not think their rules are better, but do know they are different, sometimes for reasons o...

6 years ago
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RE: PA License application

Not crazy, State Boards are required to follow the letter of the law. It is the applicant's responsibility to show he/she meets the law's requirements...

6 years ago
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