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20. EXAMPLE PROJECT KEY NUMBER 2017-Present F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)02 23. PROJECT OWNER’S INFORMATION 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 21. TITLE AND LOCATION (City and State) a. PROJECT OWNER (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 22. YEAR COMPLETEDSW Hallandale Beach Drainage Improvements, Hallandale Beach, FL City of Hallandale Beach CGA completed the design and permitting for the stormwater project for the Hallandale Beach SW Quadrant Drainage Basin, which encompasses an area of approximately 330 acres. This tidally influenced basin is bounded by Hallandale Beach Boulevard, S Dixie Highway, SW 11th Street and SW 8th Avenue in the City of Hallandale Beach, Florida. Land uses within the study area are primarily single-family residential.The basin’s conveyance system is subject to the effects of tidal fluctuation in the Schaffer Canal. Consequently, at high tide there is virtually no head available to drain the basin. The lack of conveyance capacity within this system has led to multiple Severe Repetitive Loss (RL) properties and roadway flooding.Using ICPR, CGA modeled and designed an improved drainage system conveying water to a new duplex pump stations located in the Schaffer Canal which is connected to a total of 17 deep injection drainage wells. The new wells are pressurized with 15 feet of head in order to produce the necessary discharge into the G-III aquifer. Additionally, as part of the permitting requirements, a complex monitoring system will be installed to allow for real time review of pressure data at each drainage well along with monitoring wells installed within the project area to record ground water levels. The existing gravity outfall will be modified with the installation of an automatic slide gate and four (4) “backflow prevention” flap gates in a control structure at the downstream ends of the gravity system. The flap gates are designed to stop the tidal water from flowing back into the gravity system at higher tidesThe project was permitted through FDEP and the Broward County Environmental Protection and Growth Management Division. CGA, in conjunction with the City of Hallandale Beach, worked with FEMA to get an expansion approved for the existing HMGP grant. The expansion was approved to provide over $22 million in funding for this project and another project for the adjacent neighborhood. Construction began in August 2018 and is scheduled to be complete in April 2020. Mariana Pitiriciu, PE, PMP (954) 359-6273 Calvin, Giordano & Associates, Inc.a.Fort Lauderdale, FL Civil Engineering, Electrical EngineeringSurvey, Geotechnical, Landscape Architect b. c. STANDARD FORM 330 (REV. 8/2016) PAGE 3 108