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MEMORANDUM <br />David Cavazos, <br />To: City Manager Date: <br />Fred Mousavipour, <br />From: Executive Director of Public Works <br />January 8, 2016 <br />Subject: FLOOD CONTROL SYSTEM MASTER PLAN — EXECUTIVE SUMMARY <br />Current Status of Flood Control System <br />The City's existing flood control system is significantly deficient. The system relies on a combination of <br />surface roadway capacity and a limited network of catch basins and pipes. Our network does not extend <br />into many of our watershed zones, or are under -sized in our arterial corridors; therefore we have many <br />watershed areas that will flood upon moderate rain. <br />As it stands today, rainfall with even less than 10 year storm intensity will result in flooding, particularly in <br />arterial streets. While sporadic flooding is anticipated, a greater concern is that some arterial street <br />segments could be inundated with up to 8 inches of running water or more resulting in safety and mobility <br />impacts. <br />Street closures would be affected to keep travelers away from flooded areas and to maintain safety, but <br />pedestrians and bicycle users that turn to mass transit and private motor vehicles to navigate the city <br />would be severely hampered by the closures. <br />Recent Storm Drain Master Plan <br />The City's Master Plan of Storm Drainage (MPD) was completed in 2015. MPD provides <br />recommendations to alleviate flooding to protect life and prevent property loss. The improvements <br />primarily consist of adding pipe to areas that do not have drain lines and increasing pipe sizes. <br />Citywide storm drain runoff is routed into seven regional county channels: <br />o Delhi <br />0 Gardens <br />o Greenville Banning <br />o Lane Barranca <br />0 Santa Ana <br />0 Santa Fe <br />0 Wintersburg <br />In general, residential streets are the starting point for storm runoff, and capacities currently rely on <br />roadway surface flows. Runoff from residential streets then collects at major arterials. <br />19E -3 <br />