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~-- I 0 - 100-Year Stream Bed 100- Year . Cross Discharge E1 eva ti on Flood E1ev. Secti on Station (CFS) (MSL) (MSl) Identification TABLE 3 - FLOOD PLAIN REFERENCE DATA 28.1 140+03 30,000 5188.0 5197.7 I 29 142+37 30,000 5189.6 5201.8 30 153+10 30 ,000 5194.0 5208.2 100-Year Stream Bed 100-Year 31 159+25 30,000 5198.3 5209.8 '. Cross Di s cha rge Elevation Flood E1ev. 31.01 166+03 30,000 5200.3 5213.3 Section Station (CFS) (~1Sl ) (t1SL) Identification 31.1 169+ 75 30,000 5200.9 5213.8 Burlington Ditch Weir 31.13 170+ 76 30,000 5201.0 5218.7 . 2.1 0+00 30,500 5118.0 5130.2 32 172+92 30,000 5202.6 5219.2 3 0+63 30,500 5118.0 5132.3 32.01 175+50 30,000 5203.6 5219.9 3.1 5+90 30,500 5120.0 5133.1 32.1 178+22 30,000 5204.0 5220.7 4 11+25 30,500 5122.5 5133.3 32.2 179+40 30,000 5205.0 5228.0 I 4.1 15+35 30,500 5124.1 5134.7 32.6 182+96 30,000 5209.0 5228.7 5.5 23+20 30,500 5127.0 5138.4 32.7 183+ 11 30,000 5215.1 5228.5 6 26+75 30,500 5127.4 5140.0 33 185+00 30,000 5213.0 5228.8 D.S. of Quebec Street I 6.1 28+92 30,500 5130.0 5140.5 D.S. of drop structure 34 186+25 30,000 5213.8 5230.0 U.S. of Quebec Street 6.2 29+01 30 ,500 5135.7 5143.6 U.S. of drop structure 35 191+47 30,000 5216.6 5231. 0 7 29+18 30,500 5135.0 5146.9 D.S. of Brighton Blvd. 35.6 195+86 30,000 5219.5 5232. 3 8 30+10 30,500 5135.0 5149.1 U.S. of Brighton Blvd. 35.7 196+04 30,000 5222.9 5232.6 . 9 31+01 30,500 5135.2 5149.2 D.S. of railroad bridges 36 196+68 30,000 5220.2 5236. 4 D.S. of I-70 12.1 32+57 30,500 5135.5 5151.9 U.S. of railroad bridges 38 1 98+60 30,000 5224.5 5236.7 U.S. of I-70 13.1 33+02 30,500 5136.0 5151.9 39.1 210+01 30,000 5229.0 5241. 4 I 14 35+77 30,500 5136.8 5152.1 39.5 214+55 30,000 5232.0 5242.6 14.1 39+30 30,500 5138.0 5152.8 40 219+58 30,000 5234.1 5244.2 15 42+80 30,500 5139.0 5153.1 40.5 228+53 30,000 5237.0 5249.0 I 16.1 47+95 30,500 5141.0 5153.8 41 234+15 30 ,000 5239.1 5250.4 18.1 52+73 30,500 5142.7 5157.9 41.1 237+58 30 ,000 5240.1 5251.6 18.2 58+10 30,500 5144.5 5158.6 42 242+80 30,000 5242.3 5253.4 18.3 63+15 30,500 5147.0 5160.1 43 248+20 30,000 5243.2 5254.5 D.S. of railroad tracks I 18.31 64+35 30,500 5150.0 5160.1 D.S. of drop structure 44 249+27 30,000 5243.5 5256.0 U.S. of railroad tracks 19 64+53 30,500 5154.4 5162.5 U.S. of drop structure 45 250+00 30,000 5243.8 5256.5 D.S. of Smi th Road 21 66+75 30,500 5155.3 5163.5 U.S. of Vasquez Blvd. 46 250+83 30,000 5244.7 5260.0 U.S. of Smith Road . 22 73+50 30,500 5156.0 5168.5 51 268+28 30,000 5253.0 5264.9 23 75+88 30,500 5156.3 5169.0 D.S. of Dahlia Street 52 270+23 30,000 5253.0 5271 .3 D.S. of east runway 24 76+75 30,500 5156.6 5169 . 3 U.S. of Dahlia Street 53 272+95 30,000 5253.0 5272.1 U.S. of east runway I 24.1 81+08 30,500 5158.0 5170.7 54 283+25 29,200 5257.0 5273.9 25.1 87+35 30,500 5160.0 5171.7 55 286+25 29,200 5257.7 5274.1 26.1 94+04 30,500 5162.0 5172.4 56 291+87 29,200 5261.0 5274.2 26.2 96+90 30,500 5162.0 5175.8 57 299+28 29,200 5265.0 5275.2 I 26.4 104+25 30,000 5162.3 5177.8 D.S. of drop structure 58 305+00 29,200 5267.0 5278.0 26.5 105+00 30,000 5171 .4 5181.0 U.S. of drop structure 58.1 309+98 29,200 5270.0 5281.2 27.1 106+95 30,000 5172.0 5185.1 59 314+66 29,200 5272.4 5285.2 D.S. of Havana Street . 27.15 109+30 30,000 5173.0 5185.5 61 315+68 29,200 5272.7 5287.6 U.S. of Havana Street 27.17 115+06 30 ,000 5173.0 5186.4 62 324+08 29,200 5275.0 5289.0 27.2 117+33 30,000 5173.5 5186.0 63 331+35 29 ,200 5278.0 5289.7 I 27.25 119+ 15 30,000 5174.0 5188.3 64 342+12. 29,200 5281.0 5291.1 27.27 120+ 77 30,000 5183.0 5189.6 65 346+95 29,200 5285.0 5294.5 27.3 121+80 30,000 5184.0 5191 .4 65.1 351+05 29,200 5287.0 5296.6 27.4 126+82 30,000 5184.2 5193.0 66 355+58 29,200 5291.0 5298.1 . 27.5 131+91 30,000 5185.0 5195.1 67 366+17 29,200 5293.0 5302.2 28 137+01 30,000 5186.5 5196.9 . .