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<br />q
<br />
<br />FLOODING SOURCE FLOODWA Y BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY WITHOUT 1 WITH INCREASE
<br />CROSS SECTION DISTANCE 1 WIDTH AREA VElOCITY FlOODWAY fLOODWAY
<br />(fEET) (SQUARE (FEET PER
<br /> fEET) SECOND) (FEET NGVD)
<br />Goldsmith Gulch
<br />A 562 320 397 5.7 5,396.3 5,396.3 5,396.3 0.0
<br />B 1,066 106 749 5,7 5,402.5 5,402.5 5,402.5 0.0
<br />C 1,568 106 701 5.7 5,407.4 5,407.4 5,407.4 0.0
<br />D 1,685 320 422 13.6 5,410.1 5,410~1 5,410,1 0.0
<br />E 2,304 180 284 17 .3 5,412.8 5,412.8 5,412.8 0.0
<br />F 2,777 340 694 1l.4 5,416.6 5,416.6 5,416.6 0.0
<br />G 3,060 250 347 12.4 5,417.1 5,417,1 5,417.1 0.0
<br />H 3,173 228 945 6.0 5,420.3 5,420,3 5,420.3 0.0
<br />I 3,837 ll7 562 14.9 5,421.8 5,421.8 5,421.8 0,0
<br />J 4,140 ll6 399 12.1 5,423.1 5,423,1 5,423.1 0.0
<br />K 5,965 360 2,462 1.8 5,437.6 5,437.6 5,437.6 0,0
<br />L 6,680 III 389 11.4 5,439.1 5,439.1 5,439.1 0,0
<br />M 7,140 105 549 8,7 5,442.7 5,442.7 5,442.7 0,0
<br />N 8,100 ll8 505 8.5 5,447,6 5,447.6 5,447.6 0.0
<br />0 8,805 100 413 9.9 5,451.1 5,451.1 5,452,1 1.0
<br />P 8,970 899 4,371 1.1 5,457.3 5,457.3 5,458.3 1.0
<br />Q 10,993 206 648 9.2 5,465.2 5,465.2 5,465.3 0.1
<br />R 1l,552 205 471 9.2 5,469.0 5,469.0 5,469.0 0,0
<br />S II ,900 526 2,109 2.0 5,477,8 5,477 .8 5,478.8 1.0
<br />T 12,300 498 873 3.3 5,478,0 5,478.0 5,479.0 1.0
<br />U 12,700 260 307 12.3 5,480,9 5,480.9 5,481.9 1.0
<br />V 13,126 462 451 6.2 5,486.5 5,486.5 5,487.5 1.0
<br />W 13,737 80 428 9.8 5,488,7 5,488.7 5,488.7 0.0
<br />X 14,307 80 397 10.4 5,491.4 5,491.4 5,491.4 0.0
<br />y 14,537 80 323 12.2 5,493.2 5,493.2 5,493.2 0.0
<br />Z 14,750 190 248 7.1 5,497.4 5,497.4 5,497.4 0,0
<br />
<br />lStream Distance In Feet Above Mouth Along Profile Base Line
<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 />GOLDSMITH GULCH
<br />
<br />,
<br />
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