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<br />1 TABLE I V-2 <br /> FLOODPLAIN AND FLOODWAY REFERENCE DATA <br /> NISSEN RESERVOIR BASIN <br />1 100-YEAR FLOODPLAIN DATA 100-YEAR FLOODWAY DATA <br /> 100-YEAR 100-YEAR FLOODWAY LIMITS* 100-YEAR <br /> CROSS STREAM 100-YEAR FLOOD FLOODPLA I N TOTAL FLOODWAY <br />1 LOCATION SECT I ON STA TI ON BED ELEV. DISCHARGE ELEVA TI ON WIDTH WIDTH LEFT RIGHT ELEV. REMARKS <br /> NLt-lBER (Ft.) (msl) (cfs) (ms 1) eFt. ) (Ft.) (Ft.) (Ft.) (msl ) <br />I, Big Dry Creek 2 3+20 5208.0 3400 5213.6 570 570 210 360 5213.6 <br /> 4 5+10 5226.7 3400 5231.1 863 770 520 250 5231.2 <br />1 6 8;.90 5222.3 3400 5231.7 500 415 280 135 5231.8 <br /> 8 12+50 5229.1 3400 5232.1 289 289 100 189 5232.1 <br /> 10 16+40 5229.0 3400 5234.2 245 245 110 135 5234.2 <br />1 11 22+45 5230.2 3400 5235.3 208 150 115 35 5235.8 <br /> Lowell Blvd. 12 23+00 5231.6 3400 5235.3 169 120 90 30 52.35.7 <br />1 Confluence - <br />Ci ty Park Basin 15 26+40 5234.0 3400 5239.0 480 98 24 74 5239.5 <br />1 16 30+70 5237.7 1850 5242.3 206 90 45 45 5242.8 <br /> 17 33+60 5240.0 1850 5244.9 610 100 50 50 5245.4 <br /> 18 36+45 5241.3 1850 5246.9 650 100 50 50 5247.4 <br />1 Perry Street 20 37+80 5243.2 1850 5248.3 645 100 50 50 5248.7 <br /> 21 42+40 5251.7 1850 5253.5 660 80 5 75 5254.0 <br />1 22 47+20 5255.3 1850 5260.0, 1230 100 60 40 5260.5 <br /> 23.1 51+40 5256.9 1850 5264.7 1080 55 20 35 5265.2 <br />1 24.1 54+40 5260.7 1850 5266.7 75+ 75 50 25 5267.2 <br /> 25.2 57+90 5268.2 1850 5271.4 680 140 110 30 5271.9 <br />1 27 61+40 5269.0 ' 1850 5272.4 360 141 65 76 5272.9 <br /> 28 66+50 5276.2 1850 5278.0 511 139 138 1 5278.4 <br /> 29 71+60 5280.6 1850 5282.7 443 150 54 96 5283.2 <br />1 30 76+60 5284.8 1850 5287.0 340 120 60 60 5287.5 <br /> 31 80+ 70 5288.0 1850 5290.1 390 179 109 70 5290.6 <br />1 Sher i dan 61 vd. 32 84+70 5290.8 1850 5294.2 570 63 5 58 5294.7 <br /> 34 88;.00 5294.0 1850 5300.3 1160 707 See remarks 5300.7 Approx. 70' Floodway parallels west edge of Sheridan <br />1 Blvd. <br /> 35 94+00 5297.1 1450 5300.3 210 71 101 -30 5300.8 <br /> East Midway Blvd.36 98;.40 5297.4 1450 5302.1 660 150 70 80 5302.6 <br />1 37 99+10 5297.6 1450 5303.9 630 150 75 75 5303.9 Confined to channel <br /> 980 101+10 5298.0 1450 5303.9 147 147 75 72 5303.9 Confined to channel <br />1 870 102+20 5298.5 1450 5303.9 165 165 100 65 5304.0 Confined to channel <br /> 620 104+20 5298.7 1450 5304.0 144 144 70 74 5304.0 Confined to channel <br />1 350 107+00 5300.5 1410 5304.1 138 138 30 108 5304.2 Confined to channel <br /> -.~ Floodway Limits are measured from reference <br /> line on plan and profi Ie sheets. (Look i ng <br />1 downs tream). <br /> <br />