Laserfiche WebLink
<br />e <br /> <br />. <br /> <br />e <br /> <br />5. <br /> <br />Blockage: <br /> <br />6. Roughness <br />Coefficients: <br /> <br />7. Consistency: <br /> <br />./ <br /> <br />"'-) <br /> <br />./ <br /> <br />./ <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 _ L. <'. /. , <br />{).Dl'1 o.OVI O"l ~tv~ <br />range in overbanks o,o,S- to 0,01-0 /Jst~, f<41l.QIl. <br />range in channel o. o~s to 0,()l/_ It: )o,...~ (jwJ. <br />0,0,<:, <>.oro 'l.A 5. pl.-ilg R. <br />agreement with contiguous studies U. ~" <br />comparison with previous profile <br />changed conditions <br />previous study in error <br />justification <br />change <br /> <br />FINDING: <br /> <br />The hydraulic analysis ~. meets _____ does <br />standards of v Rule 5.C. (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. <br /> <br />Discrepancies: <br /> <br />./ <br /> <br />./ <br />./ <br />"I <br />",. <br />J' <br />./ <br /> <br />/ <br />./ <br />if <br />if <br />,,/ <br /> <br />.J <br /> <br />./ <br /> <br />vi <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 />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 />