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7CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 urbanized and livable conditions of Sunny Isles. We will evaluate the capacity of the recently constructed pump stations and water quality structures to verify control water elevation and discharge criteria upstream of the project site. Once those parameters are established, we will work closely with the City and with community to provide cost efficient solutions to develop an accurate assessment of the Pump Station. CES Team Experience Portfolio & Project Organization Chart The CES Team brings experienced and knowledgeable professionals and highly qualified firms for implementation of the Golden Shores Pump Station Rehabilitation, “a ready-to-go” team. The depth of this professional capability is founded on our experience in designing pumps stations for various clients including SFWMD. WASD, and Miami Beach to name a few. Our experience includes the SFWMD Compartment C development, the original WASD Pump Station Improvement Program (PSIP), the current WASD PSIP, the WASD Infiltration/Exfiltration/Inflow Program, and the WASD Peak Flow Study as well as the design of a 90,000 GPM Stormwater Pump Station in Miami Beach. Our CES Team capability is exemplified in the design of the following pump station projects. »WASD Pump Station 609 – Mechanical/ Electrical »WASD Pump Station 147– Mechanical/ Electrical/Structural »WASD Pump Station 331– Mechanical/ Electrical/Structural »WASD Pump Station 449– Mechanical/ Electrical/Structural »WASD Pump Station 407– Mechanical/ Electrical/Structural »WASD Pump Station 408– Mechanical/ Electrical/Structural »WASD Pump Station 440 Phase 1– Mechanical/Electrical »WASD Pump Station 440 Phase 2– Mechanical/Electrical/Structural »WASD Pump Station 081– Mechanical/ Electrical/Structural »WASD Pump Station 336– Mechanical/ Electrical/Structural »WASD Pump Station 592 24-inch Force Main »WASD Pump Station 1002 – Electrical »WASD Pump Station 359 – Electrical »WASD Pump Station 1016 – Electrical »WASD Pump Station 670 – Electrical »WASD Pump Station 308 – Electrical »WASD Pump Station 513 – Electrical »Structural Condition Assessments for WASD Pump Stations 301, 414, 415, 416, and 417 »Ocean Outfall Effluent Pump Testing – WASD North District WWTP »90,000 GPM Stormwater Pump Station Lincoln Road, Miami Beach. As stated in the Executive Summary and outlined in our Organizational Chart the CES Team is prepared to hit the ground running by conducting an initial benchmark analysis and design memorandum to begin developing a baseline report. While the absence of existing information, makes the determination of an initial operational benchmark a critical path item, this initial benchmark will offer us the opportunity to see “the big picture” of the how the collection and disposal system operate together. This initial assessment will afford us also the opportunity to begin identifying and prioritizing infrastructure elements that are not operating as efficiently. And that are either a supportive, limiting or neutral factor to the efficiency of the system As such, the CES Team will begin defining and highlighting the areas in the system that require priority attention. From constricted flows