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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE OF CONTENTS <br /> <br />Section A: <br /> <br />EXTRAN Analyses <br /> <br />Section A, I : Background Information and Calculations <br />Section A.2: EXTRAN Inflow Hydrographs (From the Effective SWMM Model) <br /> <br />IO-Year Event <br />50-Year Event <br />100, Year Event <br />500- Year Event <br /> <br />Section A.3: EXTRAN Output for the Calibration Model <br /> <br />lO-year Event <br />50-year Event <br />100-year Event <br />500'year Event <br /> <br />Section A.4: EXTRAN Output for the Post, Project Condition Model <br /> <br />lO,Year Event <br />50-Year Event <br />lOO,Year Event <br />500- Year Event <br /> <br /> <br />Section B: <br /> <br />HEC-2 Output for the Duplicate Effective Models <br /> <br />Section B, I: Duplicate Effective Floodplain Analysis <br />Section B,2: Duplicate Effective Floodway Analysis <br /> <br />Section C: <br /> <br />HEC-2 Output for the Corrected Effective Models <br /> <br />Section C.l: Corrected Effective Floodplain Analysis <br />Section C.2: Corrected Effective Floodway Analysis <br /> <br />Section 0: <br /> <br />HEC-2 Output for the Post-Project Condition Models <br /> <br />Section 0,1: Post,Project Condition Floodplain Analysis <br />Section 0,2: Post-Project Condition Floodway Analysis <br /> <br />T:\.()PEN\coc::.rtDl\cucsr101 fcm:J-LOI\-IR fin:ll-I']JL\\ pd <br /> <br />ANdERSON CONsulriNG ENGiNEERS, INc' <br />