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~~~ <br />Hi11sSECU Type 1124-hr Rainfall=5.38" <br />Prepared by Titan Atlantic Page 1 <br />_H_ydroCAD® 6.00 s/n 002026 ©1986-2001 Applied Microcomputer S stems 3/17/2003 <br />Mme span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points <br />Runoff by SCS TR-20 method, UH=SCS, Type I! 24-hr Rainfall=5.38" <br />Reach routing by Stor-Ind+Trans method -Pond routing by Stor-Ind method <br />Subcatchment 1S; New Land Pre-Developed <br />Tc=21.3 min CN=77 Area=60,267 sf Runoff= 4.38 cfs 0.338 of <br />Subcatchment 2S: Runoff without bypassed land <br />Tc=5.0 min CN=87 Area=48,003 sf Runoff= 7.59 cfs 0.360 of <br />Pond 1P: 400' 36".underground storage Peak Storage= 2,691 cf Inflow= 7.59 cfs 0.360 of <br />Primary= 7.57 cfs 0.359 of Outflow= 7.57 cfs 0.359 of <br />Runoff Area = 2.486 ac Volume = 0.698 of Average Depth = 3.37" <br />