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Table of Contents <br />1. <br />Introduction.......................................................................................................................... <br />1 <br />2. <br />Existing Conditions.............................................................................................................. <br />3 <br />3. <br />Drainage Design Criteria..................................................................................................... <br />5 <br />4. <br />Existing Conditions Drainage Analysis............................................................................... <br />6 <br />5. <br />Proposed Conditions Drainage Analysis........................................................................... <br />13 <br />6. <br />Regulatory Coordination.................................................................................................... <br />20 <br />7. <br />Conclusions and Recommendations.................................................................................. <br />21 <br />List of Figures <br />Figure1 - <br />Project Location......................................................................................................... <br />1 <br />Figure 2 - <br />Glen Meadows Outfall Locations.............................................................................. <br />5 <br />Figure 3- <br />XPSWMM Model Layout.......................................................................................... <br />8 <br />Figure 4 <br />— Farrington Drive Airport Ditch Profile................................................................... <br />10 <br />Figure 5 <br />— Farrington Drive Airport Ditch Typical Cross Section ........................................... <br />10 <br />Figure 6 <br />— Farrington Drive Study Points................................................................................ <br />11 <br />Figure 7 <br />— Northern Channel Typical Cross Section............................................................... <br />13 <br />Figure 8 <br />— North Avenue H Study Points................................................................................. <br />14 <br />Figure 9 <br />— Widened Ditch Geometry along Farrington Road .................................................. <br />16 <br />Figure 10 <br />—Linear Detention Geometry.................................................................................. <br />17 <br />Figure 11 <br />— Widened Ditch Geometry..................................................................................... <br />18 <br />