<?xml version="1.0" encoding="ISO-8859-1" ?><Application Name="CDSS" Version="110" unit="english"><InletSpacingDesign><Identification><JobNumber>115826</JobNumber><Project>CUY-480-06.12</Project><Description>NB Lanes - Alternative 2 - Spread Check @ End of App. Slab</Description><Location>Fairview Park, Ohio</Location><ProjectDate>06/13/2023</ProjectDate><Author>SSR</Author></Identification><InletSpacingParameters><WaterShedAreaCode>A</WaterShedAreaCode><StormFrequency>5</StormFrequency><MaxSpread>17</MaxSpread><AllowableDepth>0.52</AllowableDepth></InletSpacingParameters><InletSpacingList><InletSpacingElement id="1"><GutterLength>0</GutterLength><Station>8+81</Station><ManningPN>0.015</ManningPN><ManningGN>0.015</ManningGN><RunoffCoeff>0</RunoffCoeff><RunoffArea>0</RunoffArea><LongSlope>0</LongSlope><GutterSlope>0</GutterSlope><GutterWidth>0</GutterWidth><Flow>0</Flow><PavementSlope>0</PavementSlope><CatchBasin/><Sump>0</Sump><Depression>0</Depression><ConcTime>0</ConcTime><OverlandLength>0</OverlandLength><Surface/><OverlandSlope>0</OverlandSlope></InletSpacingElement><InletSpacingElement id="2"><GutterLength>0</GutterLength><Station>11+43</Station><ManningPN>0.015</ManningPN><ManningGN>0.015</ManningGN><RunoffCoeff>0.9</RunoffCoeff><RunoffArea>0.285</RunoffArea><LongSlope>0.0171</LongSlope><GutterSlope>0.016</GutterSlope><GutterWidth>1</GutterWidth><Flow>0</Flow><PavementSlope>0.016</PavementSlope><CatchBasin>0</CatchBasin><Sump>2</Sump><Depression>0</Depression><ConcTime>0.0001</ConcTime><OverlandLength>0</OverlandLength><Surface/><OverlandSlope>0</OverlandSlope></InletSpacingElement></InletSpacingList></InletSpacingDesign></Application>
