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<br />Gonyea -14006 - Existing <br />Prepared by Adam Parker, MFRA <br />HydroCAD@6.00 sin 000887 @ 1986-2001 Applied Microcomputer Systems <br /> <br />Type 1/ 24-hr Rainfal/=2.35" <br />Page 2 <br />11/26/2002 <br /> <br />5ubcatchment 15: Existing Drainage <br /> <br />Runoff <br /> <br />0.93 cis @ 12.42 hrs, Volume= <br /> <br />0.244 af <br /> <br />= <br /> <br />Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= O.OS hrs <br />Type II 24-hr Rainfall=2.3S" <br /> <br />Area (ac) <br />0.410 <br />1.660 <br />15.030 <br />17.100 <br /> <br />CN Description <br />98 Existing House - Road <br />65 Off Site - South <br />61 Open <br />62 Weighted Average <br /> <br />Tc <br />(min) <br />30.0 <br /> <br />Length <br />(feet) <br /> <br />Slope Velocity Capacity Description <br />(ft/ft) (ft/sec) (cfs) <br /> <br />Direct Entry, <br /> <br />5ubcatchment 15: Existing Drainage <br />Hydrograph Plot <br /> <br /> <br />... <br />E.. <br /> <br /> <br />" <br />o <br />u: <br /> <br />0, <br />5 6 7 8 9 10 11 12 13 14 15 16 <br />Time (hours) <br /> <br />18 19 20 21 22 23 24 <br /> <br />lEI Runoffl <br />