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s . Downstream Analysis <br /> There aze two difl'erent dischazge points associatc:l with the site stormwater system. The westem <br /> basin discharges into the native growth proteci����; area. The flows associated with this basin aze <br /> relatively minor. They aze dispersed into the native growth protection azea by a 115 foot long level <br /> spreader. The level spreader was incorporated to eliminate a point dischazge. The eastem basin <br /> dischazges into the Merrill Creek Parkway stormwater sys;em. The stormwater will be conveyed to <br /> a catch basin and discharged into this system t}uough an existing 12" diameter pipe. The Merrill <br /> Creek Parkway storm�vater system was sized to handlc the stormwater runof�'associated with this <br /> site. The system is convcyed to a regional detention pond, which was also sized to detain the <br /> stormwater associated with this site. <br /> Storm Drainage Repor� /:IPROJEC71/68180011HYDIREPORT.IS'PD <br /> fi'&H Pacific,Inc. July 3, /996/Page 6 <br />