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<br />. <br /> <br />. <br /> <br /> <br />. <br /> <br />5, Blockage: <br /> <br />6, Roughness <br />Coefficients: <br /> <br />7, Consistency: <br /> <br />considered <br />reduction in conveyance <br /> <br /> <br />human intervention <br />emergency response plan <br />....-' not cons idered <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 profile <br />changed conditions <br />previous study in error <br />justification <br />change <br /> <br />FINDING: <br /> <br />The hydraulic analysis meets does not meet the minimum <br />standards of Rule 5~(detailed) or Rule 6,C. (approx,) <br /> <br />D, <br /> <br />Published Report and Map <br />,==:, Detail- Rule 5 <br /> <br />1. <br /> <br />Report Document <br />Includes: <br /> <br />2, <br /> <br />Flooded Area Maps: <br /> <br />3, Discrepancies: <br /> <br />~ <br />+= <br />-.) <br />~ <br />X <br /> <br />x <br />X. <br />;<.. <br /> <br />X/ <br />. <br /> <br />-9.- <br /> <br />'===:, Approximate Rule 6 <br /> <br />title <br />date <br />binding <br />hydrology write-up <br />hydraulic write-up <br />flooded area maps <br />profiles <br /> <br />x <br />X <br />X <br /> <br />10o-year flood <br />500-year flood (optional) <br />consistency with profiles <br />cross sections <br />reference line and stations <br />flood contours <br />scale 1"=1000' or better->detailed <br />scale 1"=2000 I or better->approx. <br /> <br />profi les and map <br />HEC-2 and hydrologic table <br />corporate limits <br />others <br />