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<br />i <br /> <br />6. <br /> <br />Diversion Characters: <br /> <br />7, <br /> <br />Previous Studies: <br /> <br />o~_.~ <br />~:~rf~f <br /> <br />_.-~ does affect hydrology~ ~~~s;~.. ~~~ <br />___~. does not affect hydrology_ 7?t~fJ{I1,,~ <br />_".-_ should not use stream data recor'ds <br />from to -/J.I2.!lIl..::::--- <br /> <br />new conditions <br />new methodologi@s <br />_..~"comparison provided 'S~ (~/1 <br />~ compatibl@ with previous flows <br />_,_ significantly different statistically <br />confidence limits <br />90% confidence interval <br />50% confidence int<.rval <br /> <br />,-L <br /> <br />~~t;;i:9.;~~orllla~_,~ Ipt() ~ ~ <br />title _,_il~__,_____,,__,,_ <br />title <br /> <br />1 <br />I <br />does not meet the minimum 1 <br />Rule 6.8. (approx,) 1 <br />__I <br /> <br />. <br /> <br />C. Hydraulic Analysis <br /> <br />*~~ <)'~ ~ <br />.~~ <br />:C~~ <br /> <br />I~~~ <br />. i'.-'.t-... ~ V'~ <br />I~,,~~~P <br />fMd:; wi ~ 1- '2... -?,j'-- . <br />I FINDING: <br /> <br />I The hydrologic analysis __~~s_____ <br />I standards of _"',_ Rule 5.B. (detailed) or <br />I <br /> <br />1. <br /> <br />Water Surface <br />Profiles included: <br /> <br />2. <br /> <br />Floodplain <br />Boundaries: <br /> <br />3. <br /> <br />Methodology: a. <br /> <br />it. <br /> <br />Delineation <br />Procedures: <br /> <br />. <br /> <br />_~ lD-year rJ-- "2 - <br />V 50-year <br />~ )OD-year <br />.W500-year (optional) <br />frequency-elevation table <br /> <br />If'''loO-year <br />50D-year (optional) <br /> <br />I~/'step backwater method <br />-V HEC-2 <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 />b. <br /> <br />V'/ <br /> <br />-8-. <br /> <br />flood contour method etc. <br />map contour method etc. <br />