None. No effect on the accuracy of the coordinates. But there are other good reasons. There are a number of geospatial tools and resources available ...

I would like a function that reprojects drawings and other geospatial products to different systems. ie/ Typically I have base mapping in the Oregon C...

It is simply this: when estimating costs during the negotiation phase we simply underestimate the field time required. And if we don't we are probably...

@mathteacher a DV record contains no horizontal angle’ish data at all. So no azimuths there. Other record types that do handle horizontal angle da...

HINT: Look into the .3r inline command

Presuming that we are talking about 3D adjustments, yes. In fact, measure up errors are probably the most common of errors, closely followed by point ...

It's not a problem with tracking time. The field portion is the easiest part of the operation to track time on. The problem is getting paid enough to ...

I went with a TI-59 in college. My mistake. Acquired a used HP41cx about 1990, but never got the survey module. Used a hand entered program written by...

I've had it for a few months. No problems.

An "atmospheric river" is hitting Portland this week. About 3 inches of rain over the next 48 hours and about 6 inches over the next week. Not exactly...

This is the sort of thing that drives me nuts. I'd go for reporting this sort of crap to the board, except I know they wouldn't be able to do anything...

Agreed, but in part I'm addressing the segment of users that consider downloaded coordinates to be "raw data". Therefore I believe it important to be ...

The fact is that they are paid to come up with ideas, sometimes wild ideas, and we are paid to make them work. Rejoice in it. It's why we get the big ...

I'm not sure that I'm following all this in detail. But I'd like to point out that: 1. An engineer/architect may consider the coordinates he/she get...

Note that you will need the "Pro" version of StarNet to play with GNSS vectors.

There have been a couple of "branding refresh" uproars here in the US lately. One when the "Cracker Barrel" restaurant chain changed its logo, then qu...

OPUS returns a true position for the point that has been statically occupied. Typically for your base station position. You can then shift your vector...

OK. If he has a CS20 he is probably running Captivate, Leica's current data collection software. That software will "export" data to several different...

The example rw5 file is recording resultant coordinates only. No vectors, so nothing useful to Starnet. How is it that you come to be running SurvC...

What kind of drill hole density are you contemplating? And roughly how big are these outcroppings? I'm thinking that a bundle of 4' lath, a cloth tape...