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�� Hydrograph Plot <br /> Erplbh <br /> Hyd. No. 2 <br /> Proposed Developed <br /> Hydrograph type = SBUH Runoff Peak discharge = 0.09 cfs <br /> Storm frequency = 10 yrs Time interval = 2 min <br /> Drainage area = 0.21 ac Curve number = 94.6 <br /> Basin Slope = 0.0 % F;ydraulic length = 0 ft <br /> Tc method = USER Tima of conc. (Tc) = 5.4 min <br /> Total precip. = 2.25 in Distribution = Type IA <br /> Storm duration = 24 hrs Shape factor = N/A <br /> ra.i va�mw-+,zoe an <br /> 2 - SBUH Runoff - 10 Yr - Qp = 0.09 cfs <br /> 0.10 — <br /> 0.08 <br /> � 0.06 <br /> � / Hyd. 2 <br /> � 0.04 <br /> 0.02 <br /> 0.00 <br /> 0 10 15 20 25 <br /> Time (hrs) <br />