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<br />BASE FLOOD <br />WATER-SURFACE ELEVATION <br /> <br />NCREASE <br /> <br />WITH <br />FLOODWAY <br /> <br />WITHOUT <br />FLOODWAY <br /> <br />REGULATORY <br /> <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.3 <br />0.1 <br /> <br /> <br />5,914.1 <br />5,928.9 <br />5,939.6 <br />5,954.9 <br />5,965.9 <br />5,980.9 <br /> <br />DATA REVISED BY LOMR DATED <br />MAY 4,1998 <br /> <br />FLOODWAY DATA <br />REViSED TO <br />SULPHUR GULi[FlECT LOlli. <br />JUN 25 2t03 <br /> <br /> <br />REVISED DATA <br /> <br />DATA REVISED BY LOMR DATED SEPTEMBER 20, 2002 <br /> FLOODING SOURCE FLOODWAY <br />CROSS SECTION DISTANCE' WIDTH SECTION AREA MEAN VELOCITY <br /> (FEET) (SQUARE FEET) (FEET PER <br /> ~ SECOND) <br />SulDhur Gulch <br /> A 960 193 628 10.3 <br /> B 1,110 198 753 8.6 <br /> C 1,580 168 672 9.6 <br /> D 3,002 124 612 10.5 <br /> E 3,406 185 774 8.3 <br /> F 4,076 158 85 7.5 <br /> G 4,166 160 826 7.8 <br /> , 'JU4 /.1 <br /> I 5,060 351 1,680 3.8 <br /> J 5,520 239 719 9.0 <br /> K 6,415 135 689 8.8 <br /> L 7,110 150 623 9.9 <br /> M 7,170 215 1,395 4.4 <br /> N 8,325 166 583 10.6 <br /> 0 8,590 99 398 11.6 <br /> p 8,690 125 896 5.2 <br /> 486 9.6 <br /> 10,150 160 660 7.0 <br /> 11,150 214 535 8.7 <br /> r 12,570 82 283 16.4 <br /> J 13,615 66 391 11.9 <br /> V 14,600 120 723 7.9 <br /> ~ 15,835 242 1,275 3.0 <br />- <br />1] bove Mouth <br />21 chment Limited to Channel Banks: Elevation Difference May Be Less Than 1.0 Foot <br />31 Entirely Outside Corporate Limits <br />T FEDERAL EMERGENCY MANAGEMENT AGENCY <br />A <br />B <br />L TOWN OF PARKER, CO <br />E <br />2 {DOUGLAS CO.} <br /> <br />0.3 <br />0.2 <br />0.2 <br />0.1 <br />0.9 <br />0.6 <br /> <br />(FEET NGVD) <br /> <br />5,819.5 <br />5,821.5 <br />5,825.9 <br />5,836.5 <br />5,843.3 <br />5,852.7 <br />5,853.2 <br /> <br />5,898.8 <br />5,914.9 <br />5,929.1 <br />5,939.8 <br />5,955.0 <br />5,966.8 <br />5,981.5 <br /> <br />5,873.0 <br />5,881.0 <br />5,887.0 <br />5,889.2 <br />5.894.6 <br /> <br />5,819.5 <br />5,821.5 <br />5,825.9 <br />5,836.5 <br />5,843.3 <br />5,852.4 <br />5,853.1 <br /> <br />5,914.1 <br />5,928.9 <br />5,939.6 <br />5,954.9 <br />5,965.9 <br />5,980.9 <br /> <br />5,819.5 <br />5,821.5 <br />5,825.9 <br />5,836.5 <br />5,843.3 <br />5,852.4 <br />5,853.1 <br /> <br />5,856.6 <br />5,859.5 <br />5,866.9 <br />5,873.0 <br />5,880.0 <br />5,887.0 <br />5,889.2 <br />5,893.6 <br /> <br /> <br />