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<br />REV1SED TO <br />REFLECT lOMR Table 3. Summary of Discharges (Cont'd) <br />DATEC Drainage Area Peak Discharges (Cubic Feet Per Second) <br />J U L ~r8di~~ Source and Location (Square Mile~) ,1O-Year SO-Year 1 DO-Year SOD-Year <br /> Pine Creek lItJU <br /> At confluence with Monument Creek 9.99 840 1,530 2,060 3,300 <br /> Upstream of confluence with Pine Creek <br /> Tributary N/A 440 570' 600' 650' <br /> At Academy Boulevard 5.00 440 910 1,280 2,160 <br /> Pine Creek Tributary REVISED DATA <br /> At confluence with Pine Creek N/A 550' 1,250' 1,860' 3,300' <br /> U stream of Academ Boulevard 2.39 280 430 540 730 <br /> Approximately 950 Feet Upstream <br /> Of Briargate Parkway 1.40 210 480 610 2,690 <br /> Approximately 6,150 Feet Upstream <br /> Of Briar ate Parkway 1.25 170 390 490 2,690 <br /> Rockrimmon Basin <br /> At confluence with Monument Creek 1.9 1,510 2,030 2,480 3,640 <br />N Ruxton Creek <br />\0 At confluence with Fountain Creek 17.6 2,540 4,350 5,330 9,350 <br /> Sand Creek , " <br /> Upstream of confluence with East Fork <br /> Sand CreeK 23.2 1,890 4,230 5,660 9,080 <br /> Upstream of City of Colorado Springs <br /> corporate limits 16.3 1,640 3,470 4,450 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 confluence with East Fork Sand Creek 1.82 800 1,300 1,610 2,300 <br /> Sand Creek East Fork <br /> At confluence with Sand Creek 26.3 1,980 4,250 5,420 8,240 <br /> NORTII PINE CREEK <br /> Approximately 1,800 Feet Upstream <br /> Of Outfall of Storm Drain System 0,83 190 450 630 1,290 <br /> 'Reduction in flow rate, due tocapadty restriction REVISED DATAl <br /> 2Includes overflow from Pine Creek <br />