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<br />. <br /> <br />4.' <br /> <br />44 <br />4.5 <br />6., <br /> <br />6.2 <br /> <br />6.' <br />6.4 <br /> <br />llll. <br />2.' <br /> <br />TABLE OF CONTENTS (cont'd) <br />NUMBER OF STRUC!1JRES AFFECTED BY FLOOD <br />EVENT 4.17 <br />AVERAGE FLOOD DEPTI-lS 4-18 <br />EXISTING CONOmONS DAMAGES 4-20 <br />DISCHARGES COMPARISON \';TTI-l AND WITHOUT <br />loo.YEAR DIVERSION 6.7 <br />DISCHARGES COMPARISON WITH AND WITHOUT <br />3D- YEAR DIVERSION 6-9 <br />RESIDUAL DAMAGES 6-15 <br />DAMAGES, BENEFITS, AND COSTS 6-19 <br /> <br />TABLE OF COl\'TENTS (cont'd) <br />lJST OF APPENDIXES <br /> <br />. <br /> <br />APPEI\'DIX A CORRESPONDENCE <br /> <br />APPENDIX B DRY CREEK HYDRQWGICANALYSrS <br /> <br />APPENDIX C EXlSTING CONDmONS HYDRAUUC ANALYSIS <br />(INCLUDES APPENDIX C PlATES lTItROUGH 6) <br /> <br />APPENDIX D REAL ESTATE SECI10N <br /> <br />APrE..~DlX E COST ESTIMATES <br /> <br />UST OF FIGURES <br /> <br />l1lk <br />MAP OF TRIBUTARIES <br /> <br />.Em <br />2.2 <br /> <br />UST OF PLATES <br /> <br />lll:m l1lk <br />1 DRY CREEK STUDY AREA <br />2 SUBAREA MAP -SHEET 1 <br />3 SUBAREA MAP . SHEET 2 <br />4 DIVERSION CHANNEL ALIGNME/'.'TS <br />5 DIVERSION CHANNEL ALIGNMENT. SHEET 1 <br />6 DIVERSION CHANNEL ALIGNMENT. SHEET 2 <br />7 DIVERSION CHANNEL AUGNMENT - SHEET 3 <br />8 DIVERSION CHANNEL CROSS SECI1aN <br />9,10 EXISTING-CONDmONS FLOOD PROFILES WITH <br />THE 100- YEAR UPSTREAM CHANNEL DIVERSION <br />11,12 EXISTING.CONDmONS FLOOD PROFTLES WITH AND <br />WITHOlIT lOO-YEAR UPSTREA..'.i CHAJ\'NEL DIVERSION <br />13 WAlER SURFACE PROFILES EXIST VS DIVERSION <br />CHANNEL <br /> <br />. <br /> <br />i" <br /> <br />. <br /> <br />Hi <br />