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<br />e <br /> <br />. <br /> <br />. <br /> <br />6. Diversion Characters: <br /> <br />7, Previous Studies: <br /> <br />does affect hydrology <br />does not affect hydrology <br />should not use stream data records <br />from to <br /> <br />existing information <br />title <br />title <br />title <br /> <br />new conditions <br />new methodologies <br />comparison provided <br />compatible with previous flows <br />significantly different statistically <br />confidence limits <br />90% confidence interval <br />50% confidence interval <br /> <br />FINDING: <br /> <br />The hydrologic analysis ____ meets _____ does not meet the mlnlmum <br />standards of Rule 5,B. (detailed) or Rule 6,B, (approx,) <br /> <br />C. <br /> <br />Hydraulic Analysis <br /> <br />1. Water Surface <br />Profiles included: <br /> <br />2. Floodplain <br />Boundaries: <br /> <br />3. Methodology: <br /> <br />4. Delineation <br />Procedures: <br /> <br />a, <br /> <br />b. <br /> <br />-8- <br /> <br />lo-year <br />50-year <br />lOo-year <br />500-year (optional) <br />frequency-elevation table <br /> <br />lOO-year <br />50o-year (optional) <br /> <br />step backwater method <br />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 />flood contour method etc, <br />map contour method etc. <br />