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<br />. <br /> <br />:; <br /> <br />NOTES <br /> <br />1. The designed flooch,.ay must confonn to the mlDlJfl\L1l requirements <br />".herein surcharge does not exceed 1. 0 foot at any point. <br /> <br />2. The designed flood".ay Jm.lst confonn, in general, to the equal <br />conveyance requirement. Other requirements may supersede this. <br />If so, describe those in the report. <br /> <br />3. Describe in the report a~y local requirement that has been used <br />to adjust the floodh'ay. <br /> <br />4 - I f a flooG.;ay table is presented in the report, it must be based <br />0:1 the final, adjusted floodway. <br /> <br />5. The flood"ay must: <br /> <br />C Be wi thin the limits of the IOO-year flood. <br /> <br />e Include, as a minimum, the stream channel and a minor "setback" <br />from the channel bank. <br /> <br />() Not shoh' negative surcharges for Flood Insurance Studies. <br /> <br />6. TINE SPE!\'T BY THE DESIGN"ER IN STIJDYING E....CH STREAM REACH k\'D <br />USING SOU!\'D ENGINEERING JUDGEMENT TO DETERMINE THE FLOOD1I'AY IS LESS <br />E\1>ENSIV"E l\ND LESS TI~1E-CONS1J.\IING 1HI1,N \'1J)\1EROUS, H.lJ>HAZ.ARJ) CG1PUTER <br />RlJ:\S. ' <br /> <br />10 <br />