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<br />I <br />' ~ <br />.. <br /> Ex-ceedence Frequency per Hundred Year. <br />I 99 98 95 90 80 70 60 50 40 30 20 10 5 2 ,5 .2 .I <br /> 10,000 <br /> '. <br />I <br />I 5000 <br />I <br />I 2000 <br /> , <br />I <br /> 1000 <br />I <br />I .: 500 <br /> .; <br />I .:- <br />.. <br />~ <br /> 0 <br /> .c <br /> " <br />I 0 <br />0 <br />~ <br />" <br /> ~ 200 <br />I <br />I 100 <br />I <br /> 50 Q ~ 0 0 0 0 0 <br />I "' Q 0 0 '0 <br /> '" .., Q <br /> Exceedence Ir'ltervol in Years <br />I FREQUENCY OF PEAK FLOWS <br /> E. FORK SAN JUAN RIVER ABOVE <br />I 20 SAND CREEK NEAR PAGOSA SPRINGS <br /> Stafton 093399 0, A, = 64,1 sq, mi, <br />I Prepared: Date: May 1977 <br /> iJ I ! <br /> I, A CAMP DRESSER a McKEE Inc. <br />.' 10 Environmental Engineers <br />1 Denver, Colorado <br /> FIGURE 12 <br />------- <br /> <br /> <br />