The closed traverse data for a by$-$pass road project are reflected below. From initial stations $AJ-10$ and $AJ-11,$ the traverseclosed on station A$-24.$

Published Coordinates $($Meters$)$

Station Northings Eastings

AJ $101182902\mathrm{.}375447971\mathrm{.}806$

AJ $111183514\mathrm{.}679447506\mathrm{.}382$

AJ $241188045\mathrm{.}782455028\mathrm{.}934$

What is the published azimuth of the line AJ$10-$AJ$24?$

A$.23354{42\mathrm{.}3}^{\text{'}\text{'}}$

C$.229{55}^{\text{'}}{12\mathrm{.}3}^{\text{'}\text{'}}$

B$.23354\text{'}{52\mathrm{.}3}^{\text{'}\text{'}}$

D$.233{55}^{\text{'}}{02\mathrm{.}3}^{\text{'}\text{'}}$

If the computed field courdinates for station AJ$-24$ are Northings

$1,188,045\mathrm{.}627$ meters and Eastings $455,029\mathrm{.}293$ meters, what is the

azimuth error of closure for the traverse, in seconds?

A$.4\mathrm{.}9$

C$.7\mathrm{.}9$

B$.13\mathrm{.}9$

D$.10\mathrm{.}9$

If the traverse had $12$ occupied stations, what is the order of the

traverse accuracy level?

A$.$ First

C$.$ Third

B$.$ Fourth

D$.$ Second