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<br />I PLAIN AND FLOOD WAY REFERENCE DATA (Continued) <br /> TABLE 4 - FLOOD <br />I LITTLE DRY CREEK, MAIN CHANNEL <br /> Flood Discharge Data Flood Plain Data Floodway Data <br />I Location Cross Station 100-Yr. Stream 100-Yr. Flood Floodway Width* Floodway <br /> Section Discharge Bed Flood Plain Left Right To tal Elev.(ft) NOTES <br /> Number (cfs) Elev. Elev. Width (ft) (ft) (ft) <br />I (msl) (msl) (ft) <br /> 460 157+00 4430 5304.2 5315.1 1200 227 41 268 5315.6 <br /> 75th Avenue <br />I 470 157+56 4430 5304.6 5316.6 1227 191 65 256 5317.1 <br />76th Avenue 480 163+59 4460 5306.1 5318.6 1360 128 201 329 5319.1 <br /> 490 164+18 4460 5306.2 5318.7 1545 104 188 292 5319.2 <br /> Sheridan Boulevard 500 167+90 2700 5312.8 5320.0 920 253 142 395 5320.5 <br />I 510 168+86 2700 5314.1 5321.5 970 180 139 319 5322.0 <br /> 520 171 +78 2640 5317.7 5321.8 338 85 7 92 5322.1 <br /> 530 181 +46 2380 5326.8 5331.6 274 101 46 147 5332.1 <br />I 540 189+21 2210 5332.0 5339.2 240 70 25 95 5339.7 <br /> 550 196+49 2080 5334.8 5344.9 62 20 42 62 5344.9 <br />Harlan Street 560 199+89 2020 5339.1 5347.7 193 30 70 100 5347.7 <br /> 570 201 +10 2000 5339.6 5350.3 388 50 50 100 5350.5 <br />I 580 203+65 1950 5342.7 5350.7 118 65 39 104 5350.7 <br /> 590 208+70 1870 5347.5 5355.0 100 60 40 100 5355.3 <br /> Marshall Street 600 216+25 1730 5354.0 5361.5 150 38 62 100 5361.8 <br />I 610 216+87 1720 5354.1 5363.0 263 41 36 77 5363.4 <br /> 620 220+87 1650 5359.5 5363.8 108 23 40 63 5364.3 Confined in Channel <br /> Pierce Street 630 228+42 1550 5365.0 5372.6 85 38 47 85 5372.6 Confined in Channel <br />I 640 229+78 1540 5369.0 5376.4 142 78 36 114 5376.9 <br /> 650 236+26 1460 5376.2 5381.5 150 70 80 150 5381.9 <br />Webster Street 660 241 +36 1390 5381.5 5387.7 112 22 36 58 5387.9 <br /> 670 242+25 1380 5382.2 5391.1 111 28 42 70 5391.1 <br />I 680 246+43 1310 5387.5 5392.7 352 74 16 90 5393.1 <br />Vance Drive 690 250+30 1220 5390.3 5395.5 40 20 20 40 5395.7 <br /> 700 251+04 1170 5390.5 5398.8 225 30 30 60 5399.1 <br />I 710 253+64 1170 5394.8 5399.4 145 33 54 87 5399.7 <br />Wadsworth Boulevard 720 256+67 1120 5396.4 5403.9 250 20 20 40 5404.3 <br /> 80th Ave & Pomona 780 271+12 1040 5413.5 5423.0 207 18 31 49 5423.0 <br />I 790 273+60 1030 5415.5 5423.7 312 24 103 127 5424.0 <br /> 800 278+06 1000 5420.7 5424.5 110 75 35 110 5424.5 <br /> 810 285+35 970 5429.7 5432.8 148 110 38 148 5432.8 <br /> 820 294+31 1500 5438.7 5443.5 47 23 24 47 5443.5 Confined to Channel <br />I Pomona LaJ<es 2 & 3 830 299+11 1470 5451.2 5456.4 568 29 23 52 5456.4 <br /> 840 306+40 1430 5455.0 5461.3 93 31 43 74 5461.3 <br /> 850 308+88 1410 5457.4 5463.4 245 53 33 86 5463.9 <br />I 860 312+20 1400 5460.2 5465.5 65 45 20 65 5465.5 <br />Club Crest Drive 870 315+70 1380 5466.2 5471.2 44 17 27 44 5471.2 <br /> 880 316+60 1380 5467.3 5378.8 425 57 330 387 5478.8 <br />I 890 320+18 1370 5474.3 5478.9 166 105 55 160 5478.9 <br />Hoyt Way 900 326+60 1360 5477.7 5486.3 46 21 25 46 5486.3 <br /> 910 327+40 1350 5477.7 5489.9 40 13 27 40 5489.9 <br /> 920 334+55 1340 5489.5 5492.3 92 48 44 92 5492.3 <br />I 930 343+85 1320 5499.0 5503.2 166 31 109 140 5503.2 <br />Kipling Street 940 347+77 1310 5502.9 5507.7 290 47 43 90 5507.7 Assumes adequate bridge or culvert at Kipling Street <br /> 950 348+69 1300 5504.9 5515.5 450 54 56 110 5516.0 It It It It It It <br />I 960 355+09 1280 5514.3 5520.0 150 100 27 127 5520.0 <br /> 965 367+05 1260 5531.6 5534.4 141 46 95 141 5534.4 <br />*From reference line view downstream. <br />I - 21A- <br /> ---- - ------------ <br />