1. What is another
name to describe "angle points of non-riparian meander
lines?"
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2. The adjustment
method described in question 1 distributes what measurement
proportionately along each course?
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3. What kind
of corners are used to control a non-riparian meander line
adjustment?
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4. One assumption
is that any errors in the original survey were accidental.
The second assumption is that the effects of angular errors
equal the effects of
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 5.
Using the nonriparian broken boundary adjustment, calculate
the bearings and distances of the two courses in this lost
nonriparian meander line. Record was run with a tie to the
other known corner.
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