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<br />I Exceedence Frequency per Hundred Years <br />I 99 98 95 90' 80 70 60 50 40 30 20 10 5 2 ,5 ,2 .I <br />IOpOO <br /> , . <br />I <br /> 5000 <br />I <br />I <br />I 2000 <br />I 1000 <br />I <br />I .; 500 <br />'"' <br />.; <br /> .!:; <br />I '" <br />~ <br /><; <br />'" <br />" <br /> ," <br /> 0 <br />I "" <br />:6 200 <br />Il. <br />I <br />I 100 <br />I 50 <br /> Q 0 0 0 0 0 0 <br /> N on Q 0 0 0 <br /> N on Q <br />. Ex:ceedence 'nterval in Years <br /> FREQUENCY OF PEAK FLOWS <br />I EAST FORK SAN JUAN RIVER ABOVE <br /> 20 BORNS LAKE NEAR PAGOSA SPRINGS <br />I Statlan 093400 O,A.=86.9 sq,mi. <br /> Prepared: Date: May 1977 <br />I 10 A CAMP DRESSER a McKEE Inc. <br /> Environmental Engineers <br /> Denver. Colorado <br />1 FIGURE 13 <br /> <br /> <br />