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kaar Table 3: Runoff Coefficient "C" <br /> FLAT ROLLING HILLY <br /> 0%to 2% 2%to 10% Over 10% <br /> Developed Surface Types: <br /> Impervious Areas .9 .9 .9 <br /> Gravel Pavement 5 .55 .6 <br /> Landscape Areas(Except Lawns) ` ,3 .35 .4 <br /> Lawns ;17 .22 .35 <br /> Undeveloped Surface Types: <br /> Meadow, Pasture,or Farm .25 .3 .35 <br /> - Mixed .15 .2 .25 <br /> Woodland and Forest .1 .15 .2 <br /> Development Types: <br /> Commercial Development .8 .85 .9 <br /> Industrial Development,Heavy .7 .8 .9 <br /> Dense Residential(over 6 units/acre) .7 .75 .8 <br /> Industrial Development,Light .6 .7 .8 <br /> Normal Residential(3 to 6 units/acre) ,5 .55 .6 <br /> Light Residential(1 to 3 units/acre) .35 .4 .45 <br /> Parks .15 .2 .25 <br /> b. Rainfall Intensity"I" <br /> The cumulative rainfall intensity shall be derived from Figure 1.The design <br /> storm interval is typically based on the longest time of concentration for the <br /> drainage area. <br /> c. Time of Concentration "Ta" <br /> Calculations for time of concentration should be divided into two segments: <br /> sheet flow and controlled flow. For overland flow distances up to 300 feet, the <br /> sheet flow time of concentration can be calculated with the kinematic wave <br /> equation: <br /> T�=0.93 0.6110 fit/ MS(1 3 <br /> Te=flow time (minutes) <br /> L=overland flow length (feet) <br /> n=Manning's Roughness Coefficient(see Table 4) <br /> I=rainfall intensity(inches/hour) (see Figure 1) <br /> S = average slope of overland area(foot/foot) <br /> 4110, <br /> Stormwater Management Stormwater Quantity Page II9-2 <br /> IEKQ.oF O€smSrcumAreMSTwumnptRµµ'A nerr..wFO 09/12R002 <br />