<?xml version="1.0" encoding="ISO-8859-1" ?><Application Name="CDSS" Version="110" unit="english"><DitchAnalysis><Identification><PID>116570</PID><Project>ERI-US 0006</Project><Description>STA. 1057+25 to 1036+21 RT</Description><Location>US 0006 SUP</Location><ProjectDate>10/13/2025</ProjectDate><Designer>KAH</Designer></Identification><DitchAnalysisParameters><WaterShedAreaCode>A</WaterShedAreaCode><DepthStormFrequency>10</DepthStormFrequency><VelocityStormFrequency>5</VelocityStormFrequency><Time>15</Time><SeedShear>0.4</SeedShear><JuteMatShear>0.45</JuteMatShear><TempMatShear>1</TempMatShear><TurfMatType1>2</TurfMatType1><TurfMatType2>3</TurfMatType2><TurfMatType3>5</TurfMatType3><RCPShearTypeB>6</RCPShearTypeB></DitchAnalysisParameters><DitchAnalysisList><DitchAnalysisElement id="1"><BeginStation>1057+25</BeginStation><EndStation>1054+16</EndStation><Side>R</Side><ConcTime>0</ConcTime><RunoffCoeff>0.76</RunoffCoeff><RunoffArea>0.42</RunoffArea><Inslope>5.5</Inslope><Width>2</Width><Radius>0</Radius><Backslope>3</Backslope><Grade>0.00514563107</Grade><Length>309</Length><ElevationBegin>581.9</ElevationBegin><ElevationEnd>580.31</ElevationEnd><ManningN>0</ManningN><Lining/></DitchAnalysisElement><DitchAnalysisElement id="2"><BeginStation>1053+55</BeginStation><EndStation>1047+35</EndStation><Side>R</Side><ConcTime>16.5</ConcTime><RunoffCoeff>0.76</RunoffCoeff><RunoffArea>0.85</RunoffArea><Inslope>5.5</Inslope><Width>2</Width><Radius>0</Radius><Backslope>3</Backslope><Grade>0.00208064516</Grade><Length>620</Length><ElevationBegin>580.14</ElevationBegin><ElevationEnd>578.85</ElevationEnd><ManningN>0</ManningN><Lining/></DitchAnalysisElement><DitchAnalysisElement id="3"><BeginStation>1046+48</BeginStation><EndStation>1043+23</EndStation><Side>R</Side><ConcTime>16</ConcTime><RunoffCoeff>0.77</RunoffCoeff><RunoffArea>0.43</RunoffArea><Inslope>5</Inslope><Width>2</Width><Radius>0</Radius><Backslope>3</Backslope><Grade>0.000615384615</Grade><Length>325</Length><ElevationBegin>578.5</ElevationBegin><ElevationEnd>578.3</ElevationEnd><ManningN>0</ManningN><Lining/></DitchAnalysisElement><DitchAnalysisElement id="4"><BeginStation>1042+19</BeginStation><EndStation>1036+21</EndStation><Side>R</Side><ConcTime>16</ConcTime><RunoffCoeff>0.76</RunoffCoeff><RunoffArea>0.8</RunoffArea><Inslope>4</Inslope><Width>2</Width><Radius>0</Radius><Backslope>3</Backslope><Grade>0.002090301</Grade><Length>598</Length><ElevationBegin>578.17</ElevationBegin><ElevationEnd>576.92</ElevationEnd><ManningN>0</ManningN><Lining/></DitchAnalysisElement></DitchAnalysisList></DitchAnalysis></Application>
