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<br />I <br />I <br />I <br />I TABLE 6 - FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> TRIBUTARY 'B' <br />I 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 />I Number (cfs) Elev. Elev. Width (ft) (ft) (ft) <br /> (msI) (msI) (ft) <br /> TRIBUTARY B 3000 11 +78 460 5355.1 5357.3 8 4 4 8 5357.3 <br />I Lake Arbor Inlet 3050 34+17 1000 5374.8 5377.1 870 90 15 105 5377.1 Development outside floodway should recognize and <br /> 3070 44+16 1010 5378.0 5383.9 242 19 23 42 5383.9 address shallow flooding shown <br /> Chase Dr.& W.83rd Pl. 3075 45+50 1010 5378.6 5384.5 150 38 22 60 5385.0 <br />I 3080 46+29 1010 5379.3 5384.5 65 35 25 60 5385.0 <br /> 3090 49+72 1010 5381.5 5386.6 45 24 21 45 5386.6 <br />Lamar Drive 3100 54+25 1010 5388.0 5390.5 60 30 30 60 5390.5 <br /> 3110 55+18 1010 5388.8 5393.4 190 20 30 50 5393.4 <br />I 3120 60+93 1010 5392.0 5396.9 39 27 12 39 5396.9 <br /> 3130 69+32 1020 5399.7 5405.0 85 47 27 74 5405.0 <br /> Otis Drive 3140 75+43 1030 5405.0 5408.4 110 37 25 62 5408.5 <br />I 3150 76+32 1030 5407.0 5411.3 90 13 29 42 5411.3 <br /> 3160 77+56 1030 5410.5 5412.9 530 <br /> Chase Drive 3170 80+42 1030 5413.5 5414.7 240 <br />I 3180 81+60 1030 5415.7 5418.9 525 <br /> 3190 84+48 1040 5419.5 5421.4 255 No further encroachment should be permitted into flood plain. <br /> 3200 88+97 1020 5425.6 5426.6 295 <br /> 3210 92+45 990 5429.6 5431.0 435 <br />I 3220 94+52 970 5433.5 5434.8 374 <br /> 3230 98+30 950 5437.0 5440.2 945 <br /> 3240 101+16 930 5438.0 5440.2 615 100 100 200 5440.2 <br />I 84th Ave & Webster Way 3250 106+58 890 5440.8 5444.6 440 95 7 102 5445.1 <br /> 3260 109+90 870 5444.2 5449.6 415 45 10 55 5450.1 <br /> 3270 110+90 860 5448.0 5454.0 510 257 17 274 5454.2 <br />I Wadsworth No. of 84th 3280 111 +74 850 5448.0 5455.4 525 115 65 180 5455.4 Floodway assumes installation of adequate culvert <br /> 3290 113+22 830 5448.8 5455.5 480 101 100 201 5455.5 It It It It It <br /> 3300 114+22 820 5451.0 5455.5 50 20 30 50 5455.5 <br /> W. 84th Ave. 3310 116+11 800 5452.4 5456.3 70 32 30 62 5456.5 <br />I 3320 117+34 790 5455.7 5461.3 345 30 70 100 5461.3 Floodway assumes installation of adequate culvert <br /> 3330 121+15 750 5455.7 5461.3 60 30 30 60 5461.3 <br /> 3340 125+86 710 5461.3 5364.6 47 20 27 47 5464.6 <br />I 3350 127+66 680 5467.0 5468.4 106 30 76 106 5468.4 <br /> 3360 130+25 620 5469.7 5473.4 60 25 35 60 5473.4 <br /> 3370 133+40 620 5482.0 5483.4 160 110 50 160 5483.4 <br /> 3380 137+95 580 5488.8 5489.4 13 6 7 13 5489.4 <br />I <br />I *From reference line view downstream. <br />I - 24- <br />