A $0\mathrm{.}75$ mi$2$ catchment with a slope of $2\%$ in Auburn, AL is composed of $1/3$

acre residential lots. The soil in the area is hydrologic soil group C$,$ and $3\%$ of the

catchment is ponded. The distance from the most remote part of the catchment to the

outlet is $2,750$ feet, and the land surfaces are covered by Bermuda grass. The $24-$hr

design precipitation is $5\mathrm{.}2$ inches. Estimate the peak runoff from the catchment using

the NRCS TR$-55$ method.