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<br />TABLE 6 <br />CONTINUED <br /> <br /> t <br />Design Drainage Area Peak Discharges (cfs) <br />Point Flooding Source ( s~ mil 2-Yr 5-Yr 10-Yr 50-Yr 100-Yr <br /> WONDERLAND CREEK * (Figure 1) <br />806 Confluence - Boulder Creek 1. 91 150 320 400 1040 1410 <br />805 Rai lroad Spur 1.59 170 330 360 960 1300 <br />804 28th Street 1.35 140 270 300 840 1130 <br />803 Centennial H.S. 1.14 120 215 240 740 990 <br />802 Broadway 0.85 46 110 160 380 480 <br />801 Upstream Study Limit 0.38 8 20 30 80 110 <br /> FOURMILE CANYON CREEK - (Figure 1) <br />906 Confluence - Boulder Creek 10.03 150 490 920 2890 3960 <br />905 Longmont Diagonal 9.09 219 620 1050 2805 3930 <br />904 28th Street 8.60 188 565 1000 2850 3920 <br />903 Broadway 7.92 143 450 830 2530 3520 <br />902 1.1 mi. u/s of Broadway 7.21 115 390 730 2384 3330 <br />901 Upstream Study Limit 3.93 49 180 350 1170 1750 <br /> (2.5 mi. u/s of Broadway) <br /> * Wonderland Creek Values include flow diversions from Fourmile Canyon Creek. <br /> <br />15 <br />