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<br />e <br /> <br />e <br /> <br />e <br /> <br />5. <br /> <br />Blockage: <br /> <br />6. Roughness <br />Coefficients: <br /> <br />7. Consistency: <br /> <br />/ vegetation considered <br />verification with historic flood <br />photographs <br />'consistency with previous studies r n r " <br />(j,OlS o.O'-/>~' }6..,l' ~ <br />range in overbanks /J.t)}? to &.O-n t f. P,~.L. <br />-..''/ range in channel t?/?'V.;' to 0,04, _""-A.c..d.-- <br />. f).p!t;' O,tJ1'r> ~ f. P&r4~ <br />agreement with contiguous studies <br />comparison with previous profile <br />~ changed conditions <br />previous study in error <br />justification <br />change <br /> <br />/" <br /> <br />considered <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />not cons idered <br /> <br />FINDING: <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. <br /> <br />Published Report and Map <br />I ~I 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 />.... <br /> <br />,/ <br />./ <br /> <br />-9- <br /> <br />1===: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 />10o-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 I or better->detai led <br />scale 1"=2000 I or better->approx. <br /> <br />profiles and map <br />HEC-2 and hydrologic table <br />corporate limits <br />others <br />