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<br /> Table 5 (continued) <br /> PEAK DISCHARGES <br /> Drainage Peak DischarKe (cfs) <br /> Area <br /> Location (sq. mL) 10-yr. 50-yr. 100-yr. 500-yr. <br />Los Pinos River <br />I . (5) 435 3500 6800 8700 <br />gnac10 15500 <br />Bayfield (5) 349 3000 5000 6000 9300 <br />Vallecito Creek <br />Near Va11ecito Guard <br /> StatioJ2) 90.3 2700 6200 9950 25700 <br /> (2) <br />at "near Bayfield" Gage 80.6 2700 6200 8300 21500 <br />Grimes Creek Near Vallecito <br />Guard Sta tior! 2) 5.2 300 750 1100 2900 <br /> <br />NOTES: <br />1- Peak discharges based on regional curve <br />2. Peak discharges based on Corps of Engineers' report <br />3. Peak discharges based on Weighted Average <br />4. Peak discharges based on Soil Conservation Service's report <br />5. Peak discharges affected by reservoir regulation <br /> <br />-22- <br />