Use the TR$-55$ method to calculate the runoff $($in inches$)$ and volume $($in acre$-$ft$)$ for the $25$ year storm event of a $1$ square mile site that is to be developed into $\frac{1}{2}$ acre residential district lots You may assume hydraulic group B$.$

Table $2\mathrm{.}524-$hour Rainfall Events for Northern Guam $($adapted from Lander, $2004)$

$\backslash$table$[[\backslash$table$[[$Recurrence Interval$],[($years$)]],\backslash$table$[[$Exceedance Frequency$],[(\%)$