In order to accommodate the increasing number of cars on campus, there has been a suggestion toconvert an abandoned, grass-covered field (2.5 acres in size) into an asphalt-covered parking lot. It canbe assumed that the runoff coefficient for asphalt is 0.9, the overland flow distance will be 1600 ft, andthe slope is estimated to be 2.00 %. Assuming that Temple Facilities uses a 5-year return period for thedesign of storm sewers, determine the peak flow capacity that will need to be handled.