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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> TABLE 7 - FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> TRIBUTARY 'C' <br /> Flood Dischar~e Data Flood Plain Data Floodway Data <br />Location Cross Station 100-Yr. Stream 100-Yr. Flood Floodway Width* Floodway <br /> Section Discharge Bed Flood Plain Left Right Total Elev.(ft) NOTES <br /> Number (cfs) Elev. Elev. Width (ft) (ft) (ft) <br /> (msl) (msl) (ft) <br />TRIBUTARY C <br /> 3400 24+20 320 5373.2 5376.9 585 315 270 585 5376.9 <br /> 3410 27+50 320 5373.4 5376.9 640 50 95 145 5376.9 <br />Lamar Street 3420 29+11 320 5374.7 5379.8 130 60 56 116 5379.9 <br /> 3430 36+18 320 5381.0 5384.6 22 9 13 22 5384.6 <br />Vance Drive 3440 43+62 320 5411.3 5414.1 130 14 10 24 5414.1 Floodway assumes installation of adequate culvert <br /> 3450 45+55 320 5415.8 5421.9 295 60 45 105 5421.9 <br /> 3460 46+21 320 5416.4 5422.1 140 72 68 140 5422.1 <br /> 3470 48+43 300 5416.4 5422.1 91 49 42 91 5422.1 <br /> 3480 54+37 270 5422.5 5424.2 56 23 33 56 5424.2 <br /> 3490 57+30 250 5425.3 5430.1 41 16 25 41 5430.1 <br />Wadsworth Blvd. 3500 61+40 230 5429.3 5438.4 67 26 41 67 5438.4 <br />Yukon Court 3510 62+25 220 5435.0 5438.4 530 50 50 100 5438.4 <br />Yarrow Street 3520 65+12 210 5434.1 5438.4 480 50 50 100 5438.4 <br />Yarrow Court 3530 69+13 180 5438.9 5439.7 160 50 50 100 5439.7 <br /> 3540 75+29 150 5449.9 5451.2 115 50 50 100 5451.2 <br /> <br />*From reference line view downstream <br /> <br />- 25- <br />