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<br />. <br /> <br />5, <br /> <br />Blockage: <br /> <br />--'7 <br /> <br />6, <br /> <br />Roughness <br />coefficients't.:J/A. <br /> <br />7, <br /> <br />Consistency: <br /> <br />0!A <br /> <br />cons ide red <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />not cons idpr'ed <br /> <br />vegetation considered <br />verification with historic flood <br />photographs <br />consistency with previous studies <br /> <br />range in overbanks to <br />range in channel ____,._ to <br /> <br />agreement with contiguous studies <br />comparison with previous pr'ofi le <br />changed condi Hons <br />previous study in err'or <br />justification <br />change <br /> <br />FINDING: <br /> <br />. <br /> <br />The hydraulic analysis J meets does not meet the minimum <br />standards of Rule 5,C, (detailed) or :/ Rule 6,C, (approx.) <br /> <br />100-year flood <br />500-year flood (optional) <br />consistency with profiles <br />cross sections <br />reference line and stations <br />-7 flood contours <br />_..,._ scale 1"==1000' or better-.)detailed <br />__,,_v scale 1 "=2000' or better->approx. <br /> <br />D. Publi shed Report and Map <br /> 1=1 Detail- Rule 5 <br /> l. Report Document J <br /> Includes: <./ <br /> J <br /> J <br /> v <br /> =.; <br /> 2, Flooded Area Map s : j <br /> -- <br /> <br />3, <br /> <br />Discrepancies: <br /> <br />. <br /> <br />N/A. <br /> <br />--9.- <br /> <br />1----vL I Approximate Rule 6 <br /> <br />title <br />date <br />binding <br />hydrology write-up <br />hydr'aulic wr'ite-up <br />flooded area maps <br />p,"ofiles <br /> <br />profiles and map <br />HEC-2 and hydl"ologic table <br />corporate limits <br />others <br />