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<br />5, Blockage: ./ considered <br />e reduction in conveyance <br /> human intervention <br /> emergency response plan <br /> not cons ider."d <br />6. Roughness ,/ vegetation considered <br /> Coefficients: verification with historic flood <br /> photographs <br /> 'consistency with previous studies <br /> <br />e <br /> <br />e <br /> <br />7, Consistency: <br /> <br />~> <br /> <br />FINDING: <br /> <br />range in overbanks <br />range in channel <br /> <br />to <br />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 />The hydraulic analysis <br />standards of ~ Rule <br /> <br />../ meets does <br />5~(detailed) or <br /> <br />not meet the minimum <br />Rule 6. C. (approx.) <br /> <br />D. Published Report and Map <br />I v/,' Detail- Rule 5 <br /> <br />1. Report 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 />oF <br /> <br />.oF' <br />./" <br /> <br />-9- <br /> <br />I~I 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 />-" <br /> <br />lOo-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' or better->approx. <br /> <br />profiles and map <br />HEC-2 and hydrologic table <br />corporate limits <br />others <br />