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<br />. REVISED <br /> <br />( <br />J <br /> <br />FLOODING SOURCE FLooDWA Y BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> . - WIDTH 2 SE,CTION MEAN .. t'1 WITHOUT. 1 WITH .1 3 <br />CROSS SECTION DISTANCE' AREA VELOCITY KEGULATOR FlooDWAY FLooDWAY INCR.EASE <br />(FEET) (SQUARE (FEEt PER <br /> FEETL SECOND) (FEET NGVD) <br />City Park '. <br />Channel . . <br /> A 7,025 86 405 3.7 5,297.4 5,297.4 5,297.8 0.4 <br /> B 7,452 75 445 3.4 5,299.6 5,299.6 5,299.9- 0.3 <br /> C 7,974 68 261 5.7 5,300.'9 5,300.9 5,301.1 0.2 <br /> D 8,604 150 477 3.1 5,308.9 5,308.9 5,309.7 0.8 <br /> E 9 054 155 221 6.8 5 311. e 5,311.8 5,311.8 0.0 <br />" F 9,790 241 317 4.7 ),.HIS.Z ),:HIS.Z ),:H!I.l U.!I <br /> G 10,200 270 467 3.2 5,321.6 5,321.6 5,321.9 0.3 <br />DATA H 10,480 196 239 6.3 5,323.8 5,323.8 5,324.1 0.3 <br /> I 11 ,010 82 225 6.7 5,329.0 5,329.0 5,329.7 0.7 <br /> J 11 ,410 120 229 6.6 5,333.6 5,333.6 5,333.6 0.0 <br /> K 11,530 172 172 8.7 5,335.3 5,335.3 5,335.3 0.0 <br /> L 12,040 16 307 4.9 5,338.0 5,338.0 5,338.4 0.4 <br /> M 12,540 61 159 9..4 5,341.6 5,341.6 5,341.6 0.0 <br /> N 12,970 89 232 6.5 5,346.1 5,346.1 5,346.3 0.2 <br /> 0 13 , 080 82 323 4.6 5,347.2 5,347.2 5,347.2 0.0 <br /> P 13,280 111 426 3.2 5,347.4 5,347.4 5,347.5 0.1 <br /> Q 13,800 61 151 9.1 5,350.0 5,350.0 5,350.0 0.0 <br /> R 14,220 85 196 7.0 5,355.4 5,355.4 5,355.4 0.0 <br /> S 15,180 68 131 6.8 5,362.1 5,362.1 5,362.3 0.2 <br /> T 15,670 58 149 6.0 5,366.4. 5,366.4 5,367.1 0.7 <br /> U 16,170 47 113 7.9 5,371.1 5,371.1 5,371.7 0.6 <br /> V 16,660 44 104 8.6 5,379.5 5,379.5 5,379.9 0.4 <br /> w 16,995 212 206 4.3 5,387.6 5,387.6 5,388.1 0.5 <br /> . <br /> <br />.. <br /> <br />. <br /> <br />lFeet above confluence with Nissen Reservoir Channel <br /> <br />i <br />J;; <br />W <br /> <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br /> <br />CITY OF BROOMFIELD. CO <br />(ADAMS, BOULDER, JEFFERSON, AND WELD COS.) <br /> <br />CITY PARK CHANNEL DATEn SEP 0 it 2001 <br /> <br />'~~"'i;4,,""'~'~i"'" <br /> <br />