Laserfiche WebLink
<br />. <br /> <br />. <br /> <br />. <br /> <br />5. <br /> <br />Blockage: <br /> <br />6. Roughness <br />Coefficients: <br /> <br />7. <br /> <br />Consistency: <br /> <br />~ Yt.~tm <br />J'V'SW~ <br /> <br />FINDING: <br /> <br />1/ <br /> <br />,/ <br /> <br />considered <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />not cons idered <br /> <br />vegetation considered <br />verification with historic flood <br />photographs <br />consistency with previous studies <br /> <br />range in overbanks .035' to 0,110 <br />range in channel .0;3 5 to <br /> <br />v" <br /> <br />agreement with contiguous studies <br />comparison with previous profile <br />changed conditions <br />previous study in error <br />justification <br />change .( 0 <br />~.(J/~~ <br /> <br />The hydraulic analysis <br />standards of Rule <br /> <br />~ meets does <br />S~(detailed) or <br /> <br />not meet the minimum <br />Rule 6.C. (approx.) <br /> <br />D. <br /> <br />Published Report and Map <br />1 :?/ Detail- Rule 5 <br /> <br />1. <br /> <br />Report Document <br />Inc ludes : <br /> <br />2, <br /> <br />Flooded Area Maps: <br /> <br />3, Discrepancies: <br /> <br />/' <br />~ <br /> <br />v <br />v' <br />V' <br />./ <br /> <br />~ <br />if <br />1/' <br />Vi <br />V./ <br /> <br />1/, <br />V <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 />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 />othe rs <br />