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<br />. <br /> <br />6, Diversion Characters: <br /> <br />7. <br /> <br />Previous Studies: <br /> <br />does affect hydrology <br />does not affect hydrology <br />should not use stream data records <br />from to <br /> <br /> <br />i/ <br /> <br />eKisting inf9rmation <br />title ;-rj4p~ 5~ <br />title <br />title <br /> <br />"'^- <br /> <br />F7s <br /> <br />+10'-t..t4 <br /> <br />new conditions <br />new methodologies <br />comparison provided <br />v" compatible wi th previous flows <br />significantly different statistically <br />confidence limits <br />90% confidence interval <br />50% confidence interval <br /> <br />FINDING: I <br />I <br />The hydrologic analysis meets does not meet the minimum I <br />standards of ____ Rule 5.B~etailed~ Rule 6,B, (approK.) I <br />_I <br /> <br />. C, Hydraulic Analysis <br /> 1. Water Surface ../ <br /> Profiles included: <br /> .,/' <br /> l..-' <br /> v' <br /> --- <br /> Z, Floodplain v <br /> Boundaries: v/ <br /> 3, Methodology: a. <br /> ,./ <br /> b, <br /> <br /> <br />. <br /> <br />0\, Delineation <br />Procedures: <br /> <br />.) <br /> <br />-8- <br /> <br />lo-year <br />50-year \1' ,\ \ <br />10^ye~r +- M I 1-),""\,'I-16J,v1 <br />v- ~ c-'-(" I ,-). ,3:,J( vI, \ <br />500-year (oPtional)~ I <br />frequency-elevation table {tf"["lC Gee. nlflO <br />\, <br /> <br />IOO-year <br />50o-year (optional) <br /> <br />step backwater method <br />HEC-Z <br />other <br />alternative method <br />published manual <br />assumed depth method <br />depth stated on maps <br />geomorphic features method <br />history flood method <br />rating curve method <br /> <br />flood contour method etc, <br />map contour method etc. <br />