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Kennedy Jenks Geosplec <br /> consultants <br /> 5. RESULTS <br /> 5.1. Existing Condition as Designed <br /> 5.1.1. Hydraulic Flow Exceedance <br /> The Existing Condition as Designed showed good hydraulic performance of the over the course of <br /> the simulation with a low probability of exceeding the maximum flow to PMG. On average, the <br /> expected number of days with to discharge to PMG1 above 0.01 cfs is 348 days. No other <br /> structures pass flow to PMG for this alternative. <br /> Appendix B,Page 7 <br /> Privileged and Confidential Attorney-Client Work Product <br />