Plumas County Adventures
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Adventure 3
Finding Corners
Many historic sites have "corners." Land divisions have corners.
Sometimes these corners can be very interesting although I suppose the level
of interest depends on the individual. My son-in-law Bob says the day he
and I spent looking for corners was hardly a memorable adventure! Old corners
such as those that define a mining claim, are often obliterated.
What kinds of corners can you expect?
- 4" x 4" post in a mound of rocks (in old corners the post
may have rotted away)
- Iron pipe in the ground
- Iron pipe in a mound of rocks
- Mound of rocks
- Official monument (USFS, USGS, BLM, etc)
- Trees with a blaze
Trees with a blaze are my favorite. I will show you an example. In the 1882
mining survey map below, the Canon Placer Claim is deliniated by a series
of corners.

Translations:
Post in rock m'd. "C.P.C. No. VII" means a wooden
post marked "C.P.C. No. VII" is in a rock mound
Spruce "C.P.C. No. VIII" means a spruce tree was marked "C.P.C.
No. VIII"
N. 66° E. 349.8 ft or 5.30 chs. means the bearing between the two points
is 66 degrees east of true north and the distance is 349.8 feet which is
equivalent to 5.30 chains.
I walked this claim looking for the corner trees. Below you will see a picture
of Spruce "C.P.C. No. VIII" which shows a stump with the letters
"C. P. C. No" visible sideways. Keep in mind that an adult tree
was blazed in 1882 so it is not surprising that it is a stump today.

In the next picture you will see the rotten remains of Spruce "C.P.C.
No. VIII" and the modern USFS monument that replaces it.

More on GPS corner location
I recently did an experiment on nearby Table Mountain. I wanted to see how
difficult it was to find a needle (section corner) in a haystack (the flat
top of Table Mountain). In the map below you will see two dark circles.
Within the circles are the desired section corners.

I used two GPS techniques:
Without Signal Averaging
I entered the UTM coordinates (623880E by 438270N) estimated from the map
into the navigation goal in the GPS unit. I then navigated to the site.
This is easy when you are far from the site--the GPS shows you what direction
to head and how far it is to the goal. However, when you get close (ca 500
ft) the Selective Availability (SA) induced error of plus or minus 100 meters
makes navigation difficult. You find yourself "navigating in circles."
At this point I stopped and began a big, circular search around the stopping
point. It took me an hour to find the small mound of rocks and the monument.
With Signal Averaging
Next I entered the coordinates (622340E by 438240N) of the next section
corner. I navigate to it as before but when I stopped, rather than searching
for the point, I started the signal averaging feature of the GPS. This feature
averages the incoming values to give a better solution to the coordinates.
A 20 meter solution is possible if you wait 15 minutes and a 10 meter solution
can be achieved in 60 minutes.
I sat down and had my lunch. I gave the GPS about 20 minutes to average.
Then I used the "from A to B" navigation feature. I entered the
20 minute average position as "A" and the desired position as
"B" and the GPS calculated that the corner was 335 feet away at
285 degrees true. I then used a compass and walked right to the monument.
Technology is amazing n'est-ce pas?
Take me to the top
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