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<br />. Table III.B.1 <br /> Alternative #2 <br /> Summary of HEC-2 Water Surface Profile Run <br /> Cross section Water Surface Channel Distance <br /> (ft. MSL) (ft. ) <br /> Upper: <br /> 3.0 3897.4 <br /> 2.7 3900.7 354.0 <br /> 2.6 3901. 1 320.0 <br /> 2.5 3905.5 14.0 <br /> 2.4 3905.9 60.0 <br /> 2.3 3906.2 62.0 <br /> 2.2 3906.5 30.0 <br /> 2.1 3906.6 93.0 <br /> 2.0 3909.1 2500.0 <br /> 1.0 3910.7 200.0 <br /> North: <br /> .9.0 3875.0 <br /> 8.0 3875.2 200.0 <br /> 7.0 3883.9 6202.0 <br /> 6.0 3892.4 2492.8 <br />. 5.1 3893.4 85.0 <br />5.2 3893.8 115.0 <br /> 5.3 3893.8 50.0 <br /> 4.0 3893.9 125.0 <br /> 3.2 3894.6 69.5 <br /> 3.1 3895.6 145.0 <br /> 3.0 3897.4 2385.8 <br /> South: <br /> 9.0 3872.0 <br /> 8.0 3872.0 200.0 <br /> 7.0 3880.5 2602.0 <br /> 6.0 3895.3 2492.0 <br /> 5.0 3895.9 200.0 <br /> 4.0 3896.1 200.0 <br /> 3.0 3899.3 2385.8 <br />C. Alternative #3 <br /> <br />This alternative was modelled to determine the water surface <br />profile without the major excavation of the channel between cross <br /> <br />. <br /> <br />Paoli Flood study <br />September 29, 1991 <br /> <br />Hydraulic Analysis Report <br /> <br />-11- <br />