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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 5c <br /> <br />GREEN MOUNTAIN AREA <br />FLOOD HAZARD AREA DELINEATION <br /> <br />DESIGN RUNOFF SllMMARY <br /> <br />TABLE 6 <br />BASIN-G - SUMMARY OF FLOW SPLITTING <br /> <br /> FUTURE OEVELOPMENT <br />DESIGN TRIB. EXI~ II Nh 'Ar.T1 TTTFC:; <br />PT. LOCATION AREA 10 YEAR 100 YEAR <br />STA. (Mi2) Qp Vol. Qp Vol. <br /> cIs AF cfs .elF <br />DRAINAG WAY ilL II <br />179+00 Alameda Pkwy .119 100 4,8 180 9,5 <br />151+00 Welch Cir. .198 140 8,5 250 16,4 <br />129+50 Drain. L-l, U/S ,264 190 11.7 330 22.1 <br />129+50 Drain. L-1, D/S .450 . 350 20.2 550 37.8 <br />120+70 J ewe 11 Ave,. U/S .598 470 28,0 750 51.2 <br />120+70 Jewell Ave" D/S ,598 410 3.e 560 8,4 stored volume <br />99+50 Wrioht St,. U/S .784 530 37,6 750 67,8 <br />99+50 WriQht St., D/S .784 380 8.4 690 13.7 stored volume <br />. 52+00 - 1. 056 460 51.7 800 92.1 <br />0+00 Bear Creek Confl. 1.523 650 76.~ 1040 134.6 <br />DRAINAG WAY "L-l" <br />35+65 Beech Ct, .063 70 2,7 110 5,1 <br />22+70 Welch Cir" U/S .114 110 5. 180 9,6 <br />22+70 Welch Cir" D/S ,114 100 O. 130 1.3 stored volume <br />0+0 Ora i n L r.onfl .186 160 8. 220 15.7 <br /> <br />DESIGN FUTURE DEVELOPMENT EXIST. <br />POINT 10 YEAR 100 YEAR FACIL. <br />STA. LOCATION Op I V Op V CAPAC. <br /> cfs- L af._ --cis- .. cfs <br /> I <br /> , <br />39+00 H 1-70 U/S - Basin H 0 I 0 65 0.8 120 <br /> Flow Split <br />34+00 G-2 6th Avenue U/S - <br /> Flow Spl it 300 7.0 570 16.5 160 <br />49+00 G 6th Avenue at <br /> Fairgrounds - <br /> Flow Split 290 7,6 1010 36.5 680 <br /> 6th Ave. & Indiana <br /> Tota 1 Flow 430 17.7 1190 52.0 <br /> Lena Gulch 500 24,8 1260 61.8 <br /> <br />NOTES: 1. Flood peaks have been channel routed to D/S desi9n point. <br /> <br />2. Flood peaks at 6th Avenue & Indiana assumed to return to <br />channel at Colfax Avenue. <br />