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<br /> Table 3. Summary of Discharges (Cont'd) <br /> Drainage Area Peak Discharges (Cubic Feet Per Second) <br /> Flooding Source and Location ( Sauare Miles) 10-Year 50.Year 100-Year 500- Y ear <br /> Pinc Creek <br /> At confluence with Monument Creek 9.99 840 1.530 2.060 3.300 <br /> Upstrcam of confluencc with Pinc Creek <br /> Tributary N/A 440 570' 600' 650' <br /> At Acadcmy Bouleyard 5.00 440 910 1.280 2.1 60 <br /> Pine Creek Tributar\ <br /> At confluence with Pine Creek N/A 550' 1.250' 1.860' 3.300' <br /> Upstream of Academy Bouleyard 2.39 280 430 540 730 <br /> Rockrimmon Basin <br /> At conflucncc II ith Monument Crcek 1.9 1.510 2.030 2.480 3 .640 <br />N Ruxton Creek <br />00 At confluence \\Ith Fountain Creek 17.6 2.540 4.350 5330 9.350 <br /> Sand Creek <br /> Upstream of confluence with East Fork <br /> Sand Creek )' ) 1.890 4.230 5.660 9.080 <br /> --'.- <br /> Upstream of City of Colorado Springs <br /> corpora Ie limits 16.3 1.640 3.4 70 4A50 6.870 <br /> At confluence with Fountain Creek 53.0 3.520 7.860 10.160 15.790 <br /> Sand Creek Center Tributary <br /> At conlluence with East Fork Sand Creek 1.82 800 1.300 1.610 2.300 <br /> Sand Creck East Fork <br /> At confluence with Sand Creek 26.3 1.980 4.250 5A20 8,240 <br /> <br />'Reduction in flow rate due to capacity restriction <br />zlncludes overflow from Pine Creek <br />