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o~~ <br />HiIIsSECU Type !I 24-hr Rainfall=3.00" <br />Prepared by Titan Atlantic Page 3 <br />HydroCAD® 6.00 s/n 002026 ©1986-2001 Applied Microcomputer Systems 3/17/2003 <br />Subcatchment 2S: Runoff without bypassed land <br />Runoff - 3.51 cfs @ 1'1.96 hrs, Volume= 0.160 of <br />Runoff by SCS TR-20 method, UH=SGS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs <br />Type N 24-hr Rainfall=3.00" <br />. .._ _Area.(sf)----CN--Descript(or~_------------....._..... .__ <br />'.~~s-3 QR Paved parking & roofs <br />LL,VVV ~O - - ~ - -_ <br />22,350 74 >75% Grass cover, Good, HSG C <br />48,003. 87 Weighted Average <br />Tc Length Slope Velocity Capacity Description <br />(min} (feet) (ft/ft) (ftlsec) (cfs) <br />5.0 Direct Entry, . <br />Subcatchment 2S: Runoff without bypassed land <br />Hydrograph Plot <br />0 <br />o ,; <br /> n 1 2 3 4 5 R 7 R 9 10 11 12 13 14 15 16 17 1 R 19 70 21 22 23 2. <br />- Runoff <br /> <br />Time (hours) <br />