"At one point they would remanufacture the entire unit for a couple hundred bucks. Have you checked 3rd. party repair companies? It is just a rheostat switch. If you can get the specs on it, you should be able to find one that will work."
"All the above is basically true but remember, you have an angular closure that is independent of the summation of the latitudes & departures. How do the angles from the compass traverse compare with the angles from the transit (theodolite)…"
"The thing to remember about a compass survey is that if you get a bad compass reading, the error stays in that one leg. If you bust an angle in a transit survey, the error is carried through the entire traverse. You may have a bust in your compass…"
"Yes Kate, you are right of course. Errors are most likely to be found in S/D boundaries hence the general rule is to use interior control for lots. However, nothing is cast in concrete. It is also true that the adjoining tract could have senior…"
"I hope you are saying that "tongue in cheek". I believe I detect a bit of sarcasm. I try to stay out of court but the last time the surveyor for the opposing party said something like that, namely, "some surveyors think they…"
"All have made some good points. I have done quite a bit of rural retracements & to borrow an expression from our British friends, some have been pretty sticky. A case I am presently working on has our county "Master in Equity" as the…"
"I don't know anything about the ASTRO ROM but the old HP 41 had a program to calculate azmuths from star shots & sun shots. GPS has added another dimension & made the associated calculations & corrections more complicated but not…"
Hi Charlie, I just want you to know ,I have the deepest respect for you and got you back anytime.You and surveyors like us are a dying Breed that the world will never see again after we are gone.People today instead trying to find the problem and fixing it, their first solution is to use a computer to adjust everything,this means there is not a thing that is correct it's just adjusted,like you said a 90 is a 90 and a 100 is a 100 that what i was trying to tell him,make sure you two are on the same page with Angles and Dist. then go from there. No Charlie your are the kind of surveyor i have work for my whole life, be it one person or a large company and i had some good teachers.Your opinion means a lot to me
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