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<br />e <br /> <br />e <br /> <br />. <br /> <br />5, Blocklllge: <br /> <br />6. Roughness <br />Coefficients: <br /> <br />7. Consistency: <br /> <br />cons idered <br />reduction in conveyance <br /> <br />humllln intervention <br />emergency response plan <br />not cons idered <br /> <br />vegetllltion considered <br />verification with historic flood <br />photogrlllphs <br />consistency with previous studies <br /> <br />range in overblllnks to <br />rlllnge in channel _______ to <br /> <br />IIIgreement with contiguous studies <br />complllrison with previous profile <br />chlllnged conditions <br />previous study in error <br />justificllltion <br />chlllnge <br /> <br />FINDING: I <br />I <br />The hydraulic anllllysis meets does not meet the minimum I <br />standards of Rule 5~(detailed) or Rule 6.C, (lIIpprox,) 1 <br />_I <br /> <br />D, Published Report IIInd Mlllp <br />1===' Detail- Rule 5 <br /> <br />1. Report Document <br />Includes: <br /> <br />2. Flooded Area Maps: <br /> <br />3, Discrepancies: <br /> <br />-9,- <br /> <br />'====1 Approximate Rule 6 <br /> <br />title <br />date <br />binding <br />hydrology write-up <br />hydrlllulic write-up <br />flooded IIIrea mlllps <br />profiles <br /> <br />lOe-year flood <br />500-yelllrflood (optional) <br />consistency with profiles <br />cross sections <br />reference line IIInd stllltiv~s <br />flood contours <br />sClllle 1 "=1000' or better-->detllli led <br />scale 1"=2000' or better-->approx, <br /> <br />profi les IIInd map <br />HEC-2 and hydrologic table <br />corporate limits <br />others <br />