<?xml version="1.0" encoding="ISO-8859-1" ?><Application Name="CDSS" Version="110" unit="english"><StormSewerAnalysis><Identification><PID>116570</PID><Project>ERI-006</Project><Description>D607 - HW614</Description><Location>Perkins RAB</Location><ProjectDate>10/13/2025</ProjectDate><Designer>BLS</Designer></Identification><StormSewerParameters><RainfallAreaCode>A</RainfallAreaCode><FullCapacityFrequency>10</FullCapacityFrequency><HydraulicGradeFrequency>25</HydraulicGradeFrequency><MinimumDiameter>12</MinimumDiameter><TailwaterElevation>0</TailwaterElevation></StormSewerParameters><StormSewerList><StormSewerElement id="1"><Side/><Structure>CB</Structure><InletType>3A</InletType><BeginJunction>D607</BeginJunction><EndJunction>H614</EndJunction><BeginStation/><EndStation/><Time>10</Time><Length>50</Length><InletInvert>584.69</InletInvert><OutletInvert>582.99</OutletInvert><InletCover>587.26</InletCover><OutletCover>583.99</OutletCover><Mannings>0</Mannings><MinDiameter>12</MinDiameter><RunoffCoeff1>0.9</RunoffCoeff1><RunoffCoeff2>0</RunoffCoeff2><RunoffCoeff3>0</RunoffCoeff3><RunoffCoeff4>0</RunoffCoeff4><RunoffArea1>0.08</RunoffArea1><RunoffArea2>0</RunoffArea2><RunoffArea3>0</RunoffArea3><RunoffArea4>0</RunoffArea4></StormSewerElement></StormSewerList></StormSewerAnalysis></Application>
