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<br /> Blockage: L./ cons ide red <br />e 5. <br /> _.~.- reduction in conveyance <br /> human intervention <br /> -.."...- emergency response plan <br /> -- not cons idpn~d <br /> 6. Roughness .......- vegetation cons ide red <br /> --- <br /> Coefficients: -- verification with historic flood <br /> --- photographs <br /> -,,'- consistency with previous studies <br /> <br />7. Consistency: <br /> <br />range in overbanks tJ~o'2.- to O~ I!? 7 <br />range in channel _...._ to <br /> <br />~greement with contiguous studies <br />comparison with previous profile <br />_._ changed conditions <br />previous study in error <br />______ justification <br />change <br /> <br />FINDING: <br /> <br />e <br /> <br />The hydraulic analysis <br />standards of Rule <br /> <br /><--"'" <br />meets does not meet the <br />5-:-c.-(detailed) or __ Rule 6.C. <br /> <br />I <br />I <br />minimum I <br />(approx.) I <br />__I <br /> <br />D. <br /> <br />Published Report and Map <br />I---'~tail- Rule 5 <br /> <br />_I Approximate Rule 6 <br /> <br />1. <br /> <br />Report Document <br />Includes: <br /> <br />ti t le <br />date <br />binding <br />hydrology wri te-.up <br />hydraulic wr'i te...up <br />____ flooded area maps <br />profi les <br /> <br />___ ~o-year flood <br />500-year flood (optional) <br />consistency with profiles <br />cross sections <br />___ reference line and stations <br />A100d contours <br />_....~ ~~ale 1"=1000' or better-.>detailed <br />___ scale 1"=2000' or better->approx. <br /> <br /> <br />2. <br /> <br />Flooded Area Maps: <br /> <br />( <br />(I aU <br />/_ "Z- <br /> <br />3. <br /> <br />Discrepancies: <br /> <br />profiles and map <br />HEC-2 and hydrologic table <br />corporate limi ts <br />others <br /> <br />. <br /> <br />--9- <br />