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•0 <br /> Fn 'i Calvin, Giordano & Associates, Inc. <br /> • iL:N, I E Y C E P 1 I O N A I 5 0 l U l I O N 5 <br /> 0 a <br /> 0 <br /> TOWN OF SURFSIDE STORMWATER MASTER PLAN <br /> ® Surfside, Florida <br /> ® - Client <br /> �' g ..K s P Town of Surfside <br /> t' n,m,' c L14 ) Contact Information <br /> n <br /> ® f,a! € • <br /> Roger Carlton <br /> I . <br /> Town Administrator <br /> ® 4 ''�" T 9293 Harding Avenue <br /> , 4Y*fi " ' e`rSurfside, Florida 33154 <br /> • srit; .3 , ..E!.4:,-.41C,-;44344(.1.4g. '"I 7r (305)861-4863 <br /> tini o' <br /> ® - , a $;t' t( 7 - Services Provided <br /> ® •, yi;-r ; ,' :l ms'- Engineering <br /> ® et'.lgi...^ :;:`a`Ct.) �c'�'r�s,K _ • Surveying <br /> Permitting <br /> ® Planning <br /> ® GIS <br /> O Landscape Architecture <br /> Construction Services <br /> 0 CGA developed the Town of Surfside Storm Water Management Master Plan to address Emergency Management <br /> water quality issues and reduce flooding within the Town. The Master Plan included a <br /> ® complete engineering analysis based on the ICPR computer models of the storm water Principal in Charge <br /> ® management system. From a water quality perspective, CGA formulated the best Dennis Giordano <br /> ® approach to reduce or eliminate pollutant discharge loadings into Biscayne Bay from <br /> 0 the Town's system. In addition, the modeling targeted improvement in hydraulic Key Personnel <br /> performance of the Town's drainage system. Douglas Taylor, PE <br /> ® The Town's storm water management system is divided into 9 drainage basins. Basins Robert McSweeney, PE <br /> ® 1 thru 6 and Basin 8 were modeled with water quality improvements, as well as with Robert Jackson, PSM <br /> ® basin interconnects for hydraulic improvement. Greg Clements,PSM <br /> Luis Pimenlel,El <br /> ® The majority of the basin interconnects were modeled at the downstream end of the Francisco Reina, El <br /> system to more evenly distribute the flow and to optimize the true discharge at each <br /> ® individual outfall. Control structures were installed upstream of all the outfalls to Construction Cost <br /> ® facilitate well discharge prior to overflow into Biscayne Bay through the outfalls. $2,100,000 <br /> O CGA also recommended that the Town consider the implementation of non-structural <br /> ® Best Management Practices, such as regularly scheduled street cleaning; inspections of CGA Fees <br /> commercial properties to ensure proper maintenance and storage of hazardous materials; $399,500.00 <br /> 0 <br /> and the functionality of wastewater and storm water systems. Sediment removal devices <br /> O and drainage wells require periodic inspections, and the drainage system requires proper <br /> ® maintenance for most efficient operation. <br /> O . <br /> 0 <br /> 0 <br /> 0 <br /> O Page 21 28 <br />