1. If a section
or township boundary has a deflection in alignment, what would
we call this boundary line?

2. What may create
such a misalignment?

3. If a corner(s)
is (are) lost along such a boundary, what assumption must
we make regarding any retracement?

4. On a meridional
line, the latitude of the closing distance is distributed
among the courses in:

5. Applying the
above single proportion concept and the "compass rule,"
complete the following formulas using the labels and diagram
below:

6. What special
consideration must be applied when resurveying a township
or boundary line that runs east or west?

7.
Here is a township border with a lost corner. A retracement
using record data was run. Compute the proportional bearings
and distances.

