Laserfiche WebLink
<br />. <br /> <br />5. <br /> <br />Blockage: <br /> <br />6. <br /> <br />Roughness <br />Coefficients: <br /> <br />7. <br /> <br />Consistency: <br /> <br />----r <br /> <br />---;- <br /> <br />_.......i.. <br /> <br />./ <br />,/ <br /> <br />considered <br />reduction in conveyance <br /> <br />human intervention <br />emergency response plan <br />not cons idpn:.~d <br /> <br />vegetation considered <br />verification with historic flood <br />photographs <br />consistency with previous studies <br />t;~3i.ee...',,,-, j vJje~e~t w! f\'el.# re\J""cJ <br />range in overbank s .03. 0 to . (00 <br />range in channel ---=-9.)5' to .0'32:__ <br /> <br />agreement with contiguous studies <br />compari son wi th previous pr'ofile <br />changed concH tions <br />previous study in error <br />justification <br />change <br /> <br />FINDING: <br /> <br />. <br /> <br />The hydraulic analysis <br />standards of Rule <br /> <br />....l.... meets _ does not meet the minimum <br />5.C. (detailed) or V Rule 6.C. (approx.) <br /> <br />I <br />I <br />I <br />1 <br />_I <br /> <br />D. publi shed 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 />Discrepancies: <br /> <br />. <br /> <br />J <br />./ <br />0/ <br />v <br />vi <br />__L <br />.I <br /> <br />-7 <br /> <br />-'"'"7 <br /> <br />.-9-- <br /> <br />1-071 Approximate Rule 6 <br /> <br />ti t le <br />date <br />binding <br />hydrology wri te-.up <br />hydraulic wr'ite-up <br />flooded area mo~ps <br />profiles <br /> <br />J <br /> <br />100-.year flood <br />500-year flood (optional) <br />cons i stency 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 />0/ <br /> <br />profiles and map <br />HEC-2 and hydrologic table <br />corporate limits <br />others <br />