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<br />e <br /> <br />e <br /> <br />e <br /> <br />5. Blockage: <br /> <br />6, Roughne s s <br />CoeFFicients: <br /> <br />7. Consistency: <br /> <br />,/ <br /> <br />0/ considered <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />not considered <br /> <br />v <br /> <br />vegetation considered <br />veriFication with historic Flood <br />photographs <br />consistency with previous studies <br /> <br />range in overbanks 0,035 to 0 ,()'to <br />range in channel tJ. Ol-::r to (j. f9 -:ro <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 <br />standards of ~ Rule 5~(detailed) or <br /> <br />not meet the minimum <br />Rule 6.C. (approx.) <br /> <br />D. Published Report and Map <br />I vi, 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 /> <br />.I <br />/ <br />.J <br />J <br />j <br />+ <br />/ <br /> <br />-9- <br /> <br />1====' 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 />lOo-year flood <br />5DO-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' or better->approx. <br /> <br />profiles and map <br />HEC-2 and hydrologic table <br />corporate limits <br />others <br />