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Kent McMillan
Kent McMillan
@kent-mcmillan
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Joined: June 30, 2010 7:03 pm
Topics: 588 / Replies: 10828
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RE: In 1965, when he was 23.

Gene Kooper, post: 436010, member: 9850 wrote: Why state that the mound "was probably at least 33 inches in diameter? Instead, why not say that in yo...

9 years ago
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RE: In 1965, when he was 23.

Sergeant Schultz, post: 435992, member: 315 wrote: I don't set axles for three reasons:1) they're a PITA to come by in quantity (See #2)2) rebar is mu...

9 years ago
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RE: In 1965, when he was 23.

FL/GA PLS., post: 436003, member: 379 wrote: As a Surveyor I donƒ??t think subsurface terrain enters into this discussion. Again, in my World monument...

9 years ago
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RE: In 1965, when he was 23.

FL/GA PLS., post: 435976, member: 379 wrote: In my world thats called "cutting corners" to "save time", thus subsequently misleading to future Surveyo...

9 years ago
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RE: In 1965, when he was 23.

Dave Karoly, post: 435967, member: 94 wrote: You can't use it because it's not mentioned in the Deed.[/SARCASM]That's probably true in California, but...

9 years ago
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RE: In 1965, when he was 23.

Sergeant Schultz, post: 435964, member: 315 wrote: When I set a marker in bony ground and it wanders off its intended position, I bend the top back in...

9 years ago
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RE: In 1965, when he was 23.

FL/GA PLS., post: 435956, member: 379 wrote: [USER=3]@Kent McMillan[/USER]"but I think that the odds are very much in favor of the machined center at ...

9 years ago
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RE: In 1965, when he was 23.

Peter Ehlert, post: 435954, member: 60 wrote: If I found one like this today my first response would be to tie to the base. My field notes would say s...

9 years ago
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RE: In 1965, when he was 23.

FL/GA PLS., post: 435941, member: 379 wrote: Regardless of the circumstances I would never set anything on a non vertical angle. Future Surveyors will...

9 years ago
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RE: In 1965, when he was 23.

paden cash, post: 435918, member: 20 wrote: But did he remember the vehicle make of the axle?No, what he told me was that his late cousin (who I'll ca...

9 years ago
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RE: Should I pincushion it?

Nate The Surveyor, post: 435911, member: 291 wrote: His caps..mm hmmmOkay, one clue that you MIGHT be in Arkansas (with apologies to Jeff Foxworthy) w...

9 years ago
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RE: Should I pincushion it?

Nate The Surveyor, post: 435909, member: 291 wrote: 1/2' rebar are called for...Yes, but how do you identify the original surveyor's rebars?

9 years ago
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RE: In 1965, when he was 23.

Loyal, post: 435906, member: 228 wrote: Soooo... did he remember whether the CORNER is at the BASE, or the TOP of said axle?The Point on Line was defi...

9 years ago
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Replies: 185
Views: 5255
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RE: Should I pincushion it?

Nate The Surveyor, post: 435897, member: 291 wrote: Surveyor a surveys it. Sets pins.Surveyor b surveys it. Rejects surveyor a's pins, by some 0.87' s...

9 years ago
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RE: Working Backward from the Ghost Corner

David Kendall, post: 435709, member: 12659 wrote: We called this 18" madrone a found accessory to the quarter corner on the map, not an original gov...

9 years ago
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RE: Working Backward from the Ghost Corner

David Kendall, post: 435704, member: 12659 wrote: Ah! La madrona... she can shut down a project in western Travis County. In Northern California it c...

9 years ago
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RE: Working Backward from the Ghost Corner

David Kendall, post: 435643, member: 12659 wrote: Kent what part of Travis County are you working in? Sounds West of US183 to meYes, it's in the hill...

9 years ago
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