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RETIRED69
RETIRED69
@retired69
Member
Joined: February 18, 2011 12:28 pm
Last seen: February 22, 2026 12:21 pm
Topics: 108 / Replies: 442
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RE: Constant . . . almost consistent long chain measures

I'm willing to bet that this "good measure" concept was used in private surveys.I seriously doubt that this was a common practice for original surveys...

14 years ago
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RE: Constant . . . almost consistent long chain measures

If the measurements are long, then the chain is "short".Not really . . . if a chain is long, then an unconstrained 80 chain long measure will be more ...

14 years ago
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RE: Pot stirring question of the day

Interesting . . .I ran into a survey(city subdivision) that had all the original stones place for the subdivision(ending at a street intersection).The...

14 years ago
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RE: %$@$@##@#$&%^$#$%^*^

VERY INTERESTINGI have now logged to 100 miles on this data . . .As I get farther, I've noted that the chains(used in 1808), is getting increasingly l...

14 years ago
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RE: %$@$@##@#$&%^$#$%^*^

I have now retraced(on paper/aerials, survey maps and original field notes), over 40 miles and have ABSOLUTE faith that the government surveyor for th...

14 years ago
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RE: %$@$@##@#$&%^$#$%^*^

Yes . . . wellThis was a survey of a "reservation" that Connecticut refused to hand over to the newly formed Federal government. The federal governme...

14 years ago
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RE: %$@$@##@#$&%^$#$%^*^

OKAY . . .so, it appears that measurements made with a 33'(half-chain), were generally pretty accurate and precise in every respect, other than stretc...

14 years ago
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RE: %$@$@##@#$&%^$#$%^*^

Actually, all the kinks, bends and breaks would mean when a surveyor "thought", he had measured(and reported) a 66' distance, a re-survey would indica...

14 years ago
Topic
Replies: 27
Views: 1009
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RE: name this monument, what is it?

Note That There Are Two Quarter Circle Lips At the Topi'm sorry, but this looks like stone . . . not iron.i've seen similar pipe as called for in deed...

14 years ago
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RE: any tips to avoid burnout???

I went through the upgraded equipment stage . . . didn't work.Working SOLO(truly SOLO), is lonely work and turns work into . . . work.Watching all my ...

14 years ago
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RE: LEARNING not to care anymore

This white paper(opinion), may have been generated because of my complaint, but it doesn't actually address my formal complaint. Especially so, since ...

14 years ago
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RE: Legal descriptions by an Engineer

FIRST BIG MISTAKEyou NEVER look for laws that says someone can't do something . . . you look for laws(or board opinions), that says who "can" do somet...

14 years ago
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RE: Stop and Go Kinematic

The problem with S&G is that you don't know what you have until you post-process...If you're going to use S&G, learn all the tricks you can to...

14 years ago
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RE: I'm terrified

If you do it(I would), make sure you set "hidden" control for your control and use a total station as a check on your GPS points . . . just in case so...

14 years ago
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RE: Should you cap FOUND monuments?

I really like the idea of tagging a found monument.Problem with a cap is Now that you've capped it, no one else can . . . kinda like . . . now it's "y...

14 years ago
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RE: The Land Surveyor is not an Advocate in Boundary Surveying

I kinda acted as an advocate one time(about 15 years ago).I surveyed, reported the facts as the descriptions and other pertinent information very ambi...

14 years ago
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RE: Traverse misclose

A Baseline Only Allows Checks Of The EDMThere are many ways to check the circles on an instrument.I've used closing the horizon beginning at about 0-6...

14 years ago
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RE: Somebody gonna loose thier job!

sorry that was give the person the right to make the "error" right

14 years ago
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