Laserfiche WebLink
<br />. <br /> <br />. <br /> <br /> <br />. <br /> <br />5, Blockage: <br /> <br />6. Roughne8s <br />Coefficient8 : <br /> <br />7, Consi8tency: <br /> <br />FINOING: <br /> <br />/ con8idered <br />reduction in conveyance <br /> <br /> <br />human intervention <br />emergency response plan <br />not con8 iden~d <br /> <br />vegetation con8idered <br />verification with historic flood <br />photograph8 <br />con8htency wi th previou8 8tudies <br /> <br />range in overbanks o.peo to tJ. Of) <br />range in channel 15.0 H- to <br /> <br />/ <br />V <br /> <br />agreement with contiguous 8tudie8 <br />compari80n with previous profile <br />changed condition8 <br />previou8 8tudy in error <br />jU8tification <br />change <br /> <br />The hydraulic analysi8 meets does not meet the minimum <br />standard8 of' Rule 5~(detailed) or Rule 6,C, (approx,) <br /> <br />D. <br /> <br />Publi8hed Report and Map <br />1 ==:1 Detail- Rule 5 <br /> <br />1. <br /> <br />Report Document <br />Includes: <br /> <br />2. <br /> <br />Flooded Area Maps: <br /> <br />3, <br /> <br />Di screpancies: <br /> <br />./ <br />../ <br />./ <br />./; <br />./ <br /> <br />v/ <br />J/ <br /> <br />../ <br />..-/ <br />../ <br />..// <br />7'. <br />=Z <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 I 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 />