Suppose a drainage basin has an area of 288 acres with a CN=55(Runoff Coef. of 0.30). Determine the peak discharge (in cfs) that would result from a 6.0in., 24-hr assuming there are no ponds and swampy areas. Give an answer using the TR-55 and Rational Method. Assume a time of concentration of 0.50 hr, rainfall intensity of 4.0 in/hr and a Type II rainfall.