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base9geodesy
base9geodesy
@base9geodesy
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Joined: January 19, 2013 8:51 am
Last seen: May 28, 2026 2:28 pm
Topics: 18 / Replies: 236
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RE: Public Land Survey Corner Database

Once the horizontal datum is stated then the ellipsoid is given by definition, regardless of whether the coordinates are expressed as State Plane, UTM...

13 years ago
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RE: Public Land Survey Corner Database

Kevin, I can appreciate the struggle you're having trying to ensure the integrity of your PLSS DB. Below are some suggestions for your consideration:...

13 years ago
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RE: NGS Control - Class/Order Information

You can find the definitions of the order and classes of control in:Federal Geodetic Control Subcommittee -- Standards and Specifications for Geodetic...

13 years ago
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RE: NAD83 to NAD27

John, I assume you mean NAD 83 to NAD 27 was about 100' in your area - which is correct. NAD to NAD 27 in the Pittsburg region is more like 3-10 ft.

13 years ago
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RE: NAD83 to NAD27

Great comments, especially from Mark, Mike, Norman and MightyMoe. I had the honor of being part of the NGS NADCON evaluation and implementation effor...

13 years ago
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RE: Accuracy / Precision with transit and tape

ChainingWhile I know that quite a number of surveyors performed the right procedures I know that in the two companies I worked for before I moved to N...

13 years ago
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RE: Accuracy / Precision with transit and tape

ChainingWell that didn't line up the way I had hoped it would.

13 years ago
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RE: Accuracy / Precision with transit and tape

ChainingIt can a chore to get 1:10,000 chaining. Assuming you have a 100ft chain that had been calibrated recently against a CBL, which I suspect mos...

13 years ago
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RE: OPUS Alternatives GPS World Article by Mark Silver

Very good Shawn. Also note that all of these other services, with the exception of the Canadian PPP, will be using only those CORS that are part of t...

13 years ago
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RE: NGS Data Sheets

NGS Data BaseI don't mean to be rude, but anyone who thinks the NGS database is nothing more than an autonomous computer sitting on a desk somewhere a...

13 years ago
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RE: Certified Geodesist Certification

There is an on-going effort by the American Association for Geodetic Surveying (AAGS) to create some form of a training program in collaboration with ...

13 years ago
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RE: Certified Geodesist Certification

This issue was raised by a number of us at NGS some time back - no go. NGS does not have the resources to construct and maintain such a program. Wit...

13 years ago
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RE: tidal datum superceded BMs

Dane, I think you would be safe to use the tidal datum to NAVD 88 offsets for station 9414290 to apply to HT0728. Just to be safe, send your request ...

13 years ago
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RE: Alan Wright--Antaric surveyor, EDM pioneer

I am deeply saddened to hear this. I've know Alan for about 20 years. He was very active with FIG and I worked with him on several groups with Commi...

13 years ago
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RE: Yellowstone Benchmark

Heights Stamped on USC&GS BMsUSC&GS discontinued stamping the heights on bench marks in the mid-1930s. Differences with respect to the 1912 d...

13 years ago
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RE: How many state corners have you visited?

I had to think about this one. I get 9, MD/DE, MD/DE/PA, NJ/NY/PA, VA/NC, LA/AR/TX, AZ/CO/NV/UT, CO/NE/WY, CO/NE/KS and CA/OR/NV

13 years ago
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RE: Yellowstone Benchmark

ok- go ahead and proveThe vertical datum in 1923 was referenced as the 4th General Adjustment of 1912. It was replaced by the Sea Level Datum of 1929...

13 years ago
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RE: FORT WORTH EDM CBL

You can find info on the Fort Worth and other CBLs on the NGS web site -- CBLS

13 years ago
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RE: Recovery of an 1889 Geodetic Monument in South Dakota.

It was very common practice for USC&GS/NGS to set a "2" station (or 3, 4 or whatever) close to the location of a previously existing station. The...

13 years ago
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RE: Geodetic Math Problem

If your starting with NAD 27 coordinates transforming them to NAD 83 doesn't make them more accurate, it fact probably just the opposite (although onl...

13 years ago
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