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. . . � <br /> Hydrograph Plot <br /> ErpNah <br /> Hyd. No. 2 <br /> Proposed Developed <br /> Hydrograph type = SBUN Runoff Peak discharge = 0.14 cfs <br /> Stortn frequency = 100 yrs Time interval = 2 min <br /> Drainage area = 0.21 ac Curve number = 94.8 <br /> Basin Slope = 0.0 % Hydraulic length = 0 ft <br /> Tc method = USER Time of conc. (Tc) = 5.4 min <br /> Total precip: = 3.25 in Distribution = Type IA <br /> Storm durat�on = 24 hrs Shape factor N/A <br /> roai vaums-z.c3+a,rt <br /> 2 - SBUH Runoff - 100Yr - Qp = 0.14cfs <br /> 0.15 � <br /> 0.10 <br /> � / Hyd. 2 <br /> Q <br /> 0.05 <br /> I <br /> 0.00 <br /> 0 10 15 20 25 <br /> Time (hrs) <br /> � <br />� ��:��: � <br /> , . _ . . �. <br />