A surveying team is tasked with mapping a large state park over the course of several years. Initially, they consider using a Magnetic Meridian as their reference line for all property boundaries. However, a senior surveyor advises against it and strongly recommends using a True Meridian.

Explain the fundamental difference between the two meridians and justify why the True Meridian is necessary for a long-term, large-scale mapping project.

A surveyor is using a highly sensitive magnetic compass near the equator and then travels to a location near the Arctic Circle to conduct another survey.

Explain how the compass needle's behavior will change between the two locations regarding Magnetic Declination and Magnetic Dip, and how these phenomena affect surveying measurements.

Given the following azimuths (measured clockwise from North), convert each to its corresponding bearing:

Given the following bearings, convert each to its corresponding azimuth (measured from North):

In 1990, the magnetic bearing of line AB was recorded as $N \; 45^\circ 30' \; E$. At that time, the magnetic declination was $4^\circ 15' \text{ West}$. In 2023, the magnetic declination has changed to $2^\circ 10' \text{ East}$.

Calculate the True Bearing of line AB and determine what the magnetic bearing of line AB would read in 2023.

A closed traverse forms a five-sided polygon (pentagon) ABCDE. The interior angles were measured as follows:

Calculate the theoretical sum of the interior angles, the actual measured sum, the angular error of closure, and adjust the angles assuming the error is distributed equally.

In a clockwise closed traverse ABC, the bearing of line AB is $N \; 30^\circ 00' \; E$. The measured interior angle at B (angle ABC) is $80^\circ 00'$. Calculate the bearing of the next line, BC.