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For Discharae to Leveed Channels <br /> The proposed discharge, in combination with the existing <br /> runoff, will not cause water levels to encroach into the <br /> minimum freeboard space specified by the Federal Emergency <br /> Management Agency (FEMA) regulations . For channels that are <br /> designed to pass floods larger than the FEMA 100-year base <br /> flood, the proposed new discharge will not cause encroachment <br /> into the design freeboard. <br /> OR <br /> The proposed discharge to a leveed channel will not raise the <br /> existing maximum water surface elevation resulting from <br /> existing discharges and natural flows at any point in ,stream. <br /> For Discharae to Unleveed Channels <br /> if an unleveed channel is not capable of conveying the maximum <br /> 100-year peak discharge with one foot of freeboard, when <br /> considering the development that is anticipated to exist in <br /> the year 2010, the proposed discharge will not increase the <br /> peak discharge in the channel. <br /> if an unleveed c-annel is capable of conveying the maximum <br /> 100-year peak discharge with one foot of freebcard, when <br /> consicering the development that is anticipated to exist in <br /> the year 2010, the proposed discharge can be added to the <br /> channel provided that the one foot of freeboard is maintained. <br /> Hydraulic analyses shall demonstrate through the use of hydrologic <br /> and hydraulic analyses used in the development of the Community <br /> Flood insurance Studies, that all property, both downstream and <br /> upstream o` the discharge, will not be subject to a higher flood <br /> level as a result of the proposed drainaae. <br /> c: Cl�C?C <br />