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bill93
bill93
@bill93
Member
Joined: July 1, 2010 9:00 pm
Last seen: June 6, 2026 7:36 pm
Topics: 291 / Replies: 9686
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RE: Section 19 Question CFedS

I'm surprised this question hasn't received attention. I am no expert but will guess parallel to the east line.

3 years ago
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RE: Favorite found monument.

I hope he didn't mind we used his gravestone as a reference to his survey stone. I think he would have been proud.

3 years ago
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RE: Favorite found monument.

Norm reminded me of another interesting one I found. In the hometown cemetery there is a 1901 monument for compass calibration. Azimuths were given in...

3 years ago
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RE: Favorite found monument.

It's hard to pick a favorite. A state line monument that my paint around it might have saved from a dozer? The Tri-station underground mark 27 inches...

3 years ago
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RE: 1923 Gurley I Just Bought

I thought it was black widow spider silk that was in highest regard.

3 years ago
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RE: Filing Section Corner Records

How much change in description/accessories are you finding when the record hasn't been updated. If the information on record was sufficient, it doesn...

3 years ago
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RE: 1923 Gurley I Just Bought

For crosshairs, you could try taking a polyester sewing thread and unraveling one thin strand out of it. Not sure how smooth it would be but probably...

3 years ago
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RE: Plane survey setting up over known point: Any point in setting instrument height?

@bill93 it the HI & HT are not at the same height you are introducing error into the reduction equation. Can you explain in a little more detai...

3 years ago
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RE: Plane survey setting up over known point: Any point in setting instrument height?

Unless data is entered into the total station or data collector to the contrary, the software will assume the height of the instrument above it's mark...

3 years ago
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RE: Ink Jet Plats, and making your own office papers

Some years ago I bought a Brother laser printer, about the cheapest in the store. It does a good job. But I found two hacks on line that almost double...

3 years ago
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RE: Trimble Access Resection Routine

It's important to distinguish between angle-only resections which were once prominent, versus angle and distance "resections" sometimes called free st...

3 years ago
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RE: Conference Promotional Items

miniature pocket tape measures ... only 6 feet long I've seen a few little advertising tapes, and all fail to meet the standards of accuracy of maj...

3 years ago
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RE: Server Upgrades today (2023-03-08) and tomorrow

14.4 modems. I started out on a 2400 bps modem. I recall other people earlier using 300 bps phone couplers.

3 years ago
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RE: Accuracy comparison test - RTK vs GCPs

a USGS geodetic benchmark I hope you mean National Geodetic Survey (NGS) bench mark, as most of the USGS marks are not of sufficient quality to be ...

3 years ago
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RE: Conference Promotional Items

I've appreciated the flash drives loaded with the presentation materials that the Surveyors Historical Society has given out.

3 years ago
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RE: Conflict within a deed

then slope easement(where there are no slopes) I think that is the key.

3 years ago
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RE: Convergence--Is this diagram right?

@dave-lindell I see now. This shows closing corners on both north and south lines. They would only have those if one of the lines was a standard p...

3 years ago
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RE: Convergence--Is this diagram right?

I don't see that being east of the principal meridian has any effect here. The standard corners were marked along a township line, and now we're subdi...

3 years ago
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