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<br />. <br /> <br />e <br /> <br />e <br /> <br />S. Blockage: <br /> <br />6. Roughness <br />Coefficients: <br /> <br />7. Consistency: <br /> <br />,/ considered <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />not considered <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 />./ <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 />J <br />The hydraulic an~lysis meets does <br />standards of ~ Rule S~(detailed) or <br /> <br />not meet the minimum <br />Rule 6.C. (approx.) <br /> <br />Report and Map <br /> <br />D. <br /> <br />Publi shed <br />I~I <br /> <br />Oetail- Rule S <br /> <br />1. Report Oocument <br />Includes: <br /> <br />2. Flooded Area Maps: <br /> <br />3. Discrepancies: <br /> <br />.,/ <br /> <br />.j <br /> <br />c/ <br />.J <br />.; <br />,.I, <br />./ <br /> <br />c/ <br />t/' <br />r/ <br />tI <br />rJ <br />rJ <br />,/ <br /> <br />-9- <br /> <br />'=1 <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 />10o-year flood <br />SOO-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 />o the rs <br />