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<br />T <br />A <br />B <br />l <br />E <br />2 <br /> <br />flOODING SOURCE COMPUTED FlOODWA Y BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> SECTION Mi-Ar. REGULATORY W'THOvT WITH <br />CRO,~ ,I (TlON DISTArJCf1 WIDTH ARE.. VELOCITy flOODWAY FlOODWA Y ::'lffERENCE <br /> (FEET) (SQUARE (FEtTPER, (NG\'D) (NGVD) <br /> FEET) SECOND) <br />V810 Bibber <br />Creek <br />A 1,890 306 557 5.4 5,352.8 5,352.8 5,353.5 0.7 <br />B 2,850 282 617 4.9 5,361.6 5,361.6 5,362.4 0.8 <br />C 3,450 300 1,055 2.8 5,362.8 5,362.8 5,363.8 1.0 <br />D 3,880 400 388 7.7 5,365.2 5,365.2 5,365.8 0.6 <br />E 4,280 250 650 4.6 5,368.8 5,368.8 5,369.4 0.6 <br />F 4,920 380 1,564 1.9 5,373.0 5,373.0 5,373.0 0.0 <br />G 5,280 300 405 4.7 5,374.0 5,374.0 5,374.3 0.3 <br />H-J2 <br /> <br />IFeet from confluence with Ralston Creek <br />2F1oodway not calculated <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br />CITY OF ARVADA, CO <br />(JEFFERSON CO) <br /> <br />VAN BIBBER CREEK <br />