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<br />. <br /> <br />5. Blockage: <br /> <br />6. Roughness <br />Coefficients: <br /> <br />7. Consistency: <br /> <br />v/ <br />v <br /> <br />considered <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />v not consider'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 profile <br />changed conditions <br />previous study in error <br />justification <br />change <br /> <br />FINDING: <br /> <br />. <br /> <br />The hydraulic analysis meets doe~t meet the minimum <br />standards of Rule 5~(detailed) or Rule 6.C, (approx.) <br /> <br />0, <br /> <br />Published Report and Map <br />1 ==:1 Detail- Rule 5 <br /> <br />1. Repor.t Document <br />Includes: <br /> <br />2. Flooded Area Maps: <br /> <br />3. Discrepancies: <br /> <br />. <br /> <br />/ <br />,/ <br />./ <br /> <br />/ <br />./ <br /> <br />/ <br /> <br />./ <br />./ <br /> <br />-9- <br /> <br />I ~ Approximate Rule 6 <br /> <br />title <br />date <br />binding <br />hydrology write-up <br />hydraulic write-up <br />flooded area maps <br />profi les <br /> <br />100-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->detai led <br />scale 1"=2000' or better->approx. <br /> <br />profiles and map <br />HEC-2 and hydrologic table <br />corporate limits <br />others <br />