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..:' <br /> up to 590,000 AFA to Folsom-South Canal. This would reduce the ave-aqe <br /> <br /> flow tO about 1,000 cfs during the surrner months. <br /> <br /> AMERICAN RIVER - MOKELUMNE RIVER <br /> Comparison of Unimpaired Natural Flow <br /> <br /> NATURAL <br /> <br /> -- <br /> I <br /> <br /> PF~ESENT <br /> <br /> FUTURE l <br /> <br /> I <br /> mmlm <br /> <br /> The Board also evaluated the flow levels in the American River and the ef~e2'. <br /> of EBMUD's proposed diversion for the "minimum" and "maximum" conditions <br /> defined as' follows. Under "Minimum Conditions", EBMUD would divert <br /> approximately 30,000 AF about once each twelve years, to meet its projected <br /> demand of 256 mgd in the year 2D20 for the existing service area. Under <br /> "Maximum Conditions", EB:4UD would divert 150,000 AFA every year. <br /> <br /> The following findings are drawn from the Board's hydrology studies for these <br /> two Conditions. Under "Hinimum Conditions", diversion by EB'~,UD to neet the <br /> <br /> <br />