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<br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> SECTION MEAN REGULATORY WITHOUT I WITH INCREASE <br />CROSS SECTION DISTANCE 1 WIDTH AREA VElOCITY FlOCDWAY FtOODWAY <br />(fEET) {SQUARE (FEET PER <br /> FEET) SECOND) (FEET NGVD) <br />Sanderson Gulch <br />(Cont'd) <br />AA 6,514 79 291 11.1 5,309.0 5,309.0 5,309.0 0.0 <br />AB 6,803 74 393 8,5 5,311.2 5,311.2 5,311.2 0,0 <br />AC 7,660 129 239 13.0 5,314.0 5,314.0 5,314,0 0.0 <br />AD 7,737 179 608 6.3 5,31B.9 5,318.9 5,318,9 0.0 <br />AE 8,074 74 505 5.9 5,319,9 5,319,9 5,319,9 0.0 <br />AF 8,144 73 391 7.7 5,320.0 5,320,0 5,320.0 0,0 <br />AG 8,465 173 567 6,6 5,324,4 5,324.4 5,324,4 0,0 <br />AH 8,485 181 632 6,2 5,324.9 5,324.9 5,324,9 0.0 <br />AI 8,900 46 302 10.0 5,325.5 5,325.5 5,325,5 0.0 <br />AJ 9,011 168 234 12,8 5,326.7 5,326.7 5,326.7 0,0 <br />AI< 9,132 95 622 4.8 5,333.7 5,333.7 5,333.7 0,0 <br />AL 9,585 105 600 5,3 5,334,8 5,334.8 5,334.8 0,0 <br />AM 9,765 119 466 7,2 5,335,0 5,335,0 5,335.0 0,0 <br />AN 9,818 163 585 6.6 5,335,4 5,335.4 5,335,4 0,0 <br />AO 10,369 51 258 11.2 5,337,0 5,337.0 5,337.0 0.0 <br />AP 10,466 55 395 6.5 5,341.3 5,341.3 5,341.3 0.0 <br />AQ 10,728 40 280 9.8 5,341.4 5,341.4 5,341,7 0.3 <br />AR 10,739 44 421 6.0 5,344.6 5,344.6 5,344.9 0,3 <br />AS 11,335 43 207 12.5 5,347.1 5,347,1 5,347.1 0.0 <br />AT 11,353 47 245 10,5 5,348.0 5,348,0 5,348,0 0.0 <br />AU 11 ,463 85 474 5.2 5,350,1 5,350.1 5,350,1 0,0 <br />AV 12,018 43 231 8.0 5,350.9 5,350.9 5,350.9 0,0 <br />AW 12,140 80 752 2.6 5,360.3 5,360.3 5,360.3 0,0 <br />AX 12,713 107 401 5.1 5,360.5 5,360.5 5,360.5 0,0 <br />AY 12,736 107 460 4.3 5,361.2 5,361.2 5,361.2 0,0 <br />AZ 13,033 89 297 6,7 5,361.5 5,361.5 5,361.5 0,0 <br /> <br />1Feet Above Mouth <br /> <br />T <br />A <br />B <br />L <br />E <br />3 <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br />CITY AND COUNTY OF <br />DENVER. CO <br /> <br />SANDERSON GULCH <br /> <br />, <br /> <br />. <br /> <br />, <br />