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<br />. <br /> <br />. <br /> <br />. <br /> <br />5. <br /> <br />Blockage: <br /> <br />6. <br /> <br />Roughness <br />Coefficients: <br /> <br />7. Consistency: <br /> <br />~~ <br /> <br />vi J agreement with contiguous studies <br />vi comparison with previous profile <br />__ changed conditions <br />_____ previous study in error <br />______ justification <br />change <br /> <br />--;:r- <br /> <br />FINDING: <br /> <br />cons ide red <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />not cons idli?n~d <br /> <br />vegetation considered <br />verification with historic flood <br />photographs <br />consistency with previous studies <br /> <br />range in overbanks D. 01/0 to <br />range in channe 1 ". o_'i,~ to <br /> <br />(J.O'o <br />c. o~~_ <br /> <br />) meets does flot meet the minimum <br />5.C. (detailed) or v Rule 6.C. <br />l0-. <br />1\ <br />\ <br />" <br /> <br />I <br />I <br />I <br />(approx,) I <br />__.__1 <br /> <br />The hydraulic jana1YSis <br />standards of ____ Rule <br /> <br />D, <br /> <br />Published Report and Map <br /> <br />1=1 <br /> <br />Detail-- Rule 5 <br /> <br />1. <br /> <br />Repor.t Docum,~nt <br />Includes: <br /> <br />2. <br /> <br />Flooded Area Maps: <br /> <br />3. <br /> <br />Discrepancies: <br /> <br />,/ <br />,/ <br />----;;7"" <br />../ <br />--:::;r- <br />-:;;::::'- <br />-';:"'-- <br /> <br />../ <br />-';:::;r- <br />-~ <br />v <br /> <br />......' <br />0/ <br />---7 <br /> <br />-9,- <br /> <br />'~ <br /> <br />V;,.~ QY",.__ \);\.6-, 0 <br /> <br />'_I <br /> <br />Approximate Rule 6 <br /> <br />~,! Dl'<~{(~ /(Cl <br />v 0 . <br /> <br />t i tie <br />date <br />binding <br />hydrology wri te-,up <br />hydraulic wr'i te.-up <br />flooded area maps <br />pr'ofiles <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 limi ts <br />others <br />