Mile corners are good examples, and lost meander corners originally
established on a line projected across a meanderable body of water
will usually be restored by single proportionate measurement.
But Section 7-38 of the manual elaborates on some problems in this
area centered around the stability, or lack of stability of the
water line. Unfortunately, computation of a remonumentation problem
in single proportionate or two-way measure is not always as simple
as the example we used earlier.