|
<br />- --
<br />
<br />----------------
<br />
<br /> Table Floodway ~
<br /> 2. Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty Without With
<br />f~O irJ.>. Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br />SF!.(."'-ION Cross Sect ion Distancel ( Fee t) (Sauare Feet) Secondl (Feet) (Feet) (Feet) (Feet)
<br /> Goldsmith Gulch
<br />4'5.'5 A 70 &0 211 10.7 5,589.5 5,589.5 5,589.& 0.1
<br />4". B 950 110 457 4.6 5,595.2 5,595.2 5,595.& 0.4
<br />-1-"1 C 2,125 90 246 8.5 5,600.7 5,&00.7 5,600.7 0.0
<br />+8 D 2,210 120 2&9 7.8 5,602.0 5,&02.0 5,&02.1 0.1
<br />+'1 E 2,925 370 373 4.7 5,610.& 5,&10.& 5,&10.6 0.0
<br />50 F 3,000 500 2,399 0.7 5,615.8 5,&15.8 5,&15.8 0.0
<br /> G 3,&10 117 345 5.1 5,615.8 5,615.8 5,615.8 0.0
<br /> H 3,920 150 250 7.0 5,&18.6 5,618.6 5.618.6 0.0
<br /> I 4,015 180 1,059 1.6 5,625.0 5,625.0 5,625.0 0.0
<br />~ J 4,770 240 227 6.7 5,627.2 5,627.2 5,627.3 0.0
<br />0
<br /> K 5,050 240 1,826 0.9 5,636.2 5,&3&.2 5,636.2 0.0
<br /> L 5,670 144 340 1.& 5,&36.2 5,&3&.2 5,63&.2 0.0
<br /> M &,450 &5 88 &.1 5,&43.0 5,&43.0 5,&43.0 0.0
<br /> N 7,085 170 107 5.0 5,656.6 5,656.0 5,656.0 0.0
<br />
<br />1Feet Above East Bel1view Avenue
<br />
<br />1\
<br />
<br />*- (!OP/(;.D fR.J)M /1 ee; Fi 3> FoR-
<br />AIZAt=AHOe- c:.T'I
<br />
<br />Co
<br />~
<br />,..,
<br />
<br />**
<br />
<br />C rK-/ 6/U't'TICTAJ RI/N ? ~~&D
<br />F~,.,..., J17(,. FJfA-D STu D'j . /00 - '1;(:
<br />W-'/'1"e.tt.- .$(./r~,,- ~/ev. ;nR7""c...+::-s BJ"tS€
<br />R-ood2 E/$v. &.J/-h.,,".T ~-.b.I'7.
<br />
|