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General Planning <br />Redevelopment Srvcs <br />Arch Visualizations & 3D <br />Water / Wastewater Eng <br />Electrical Engineering <br />Environmental Srvcs <br />Website Development <br />GIS Mapping & Analysis <br />Surveying and Mapping <br />Urban Design Traffic Engineering Constr Admin / CEI <br />Landscape Architecture Civil Engineering Public Outreach <br />20. EXAMPLE PROJECT <br /> KEY NUMBERF. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S <br />QUALIFICATIONS FOR THIS CONTRACT <br />(Present as many projects as requested by the agency, or 10 projects, if not specified. <br />Complete one Section F for each project.) <br />21. TITLE AND LOCATION (City and State) <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />22. YEAR COMPLETED <br />23. PROJECT OWNER’S INFORMATION <br />a. PROJECT OWNER <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />b. POINT OF CONTACT NAME (at time of contract)c. POINT OF CONTACT TELEPHONE NUMBER <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />(1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE <br />a. <br />b. <br />c. <br />d. <br />e. <br />STANDARD FORM 330 (REV. 8/2016) - SF330-F - ENG_0111_HAllANDAlE BEAcH_NE QuAD DRAiNAGE <br />In-house CGA services provided for this project: <br />2009 - 2015 2015 <br />03 <br />ciTY OF HAllANDAlE BEAcH <br />Calvin, Giordano & Associates, Inc.Fort Lauderdale, FL Prime Consultant: Project Management and <br />all in-house services identified above. <br />Hallandale Beach NE Quadrant Drainage <br />carlos Acosta, PE, PMP 954.457.3042 <br />Hallandale Beach, FL <br />Assistant Director of Public Works Email: N/A <br />APPROXIMATE PROJECT SIZE: <br />PROFESSIONAL FEES: <br />CONSTRUCTION COST: <br />170 Acres <br />$ 470,000.00 <br />$ 8,300,000.00 <br />CGA completed the design and construction inspection for the stormwater project <br />for the Hallandale Beach NE Quadrant Drainage Basin, which encompasses an area <br />of approx. 170 acres. This tidally influenced basin is bounded by Atlantic Shores <br />Blvd, Federal Highway (US 1), Hallandale Beach Blvd (HBB), and NE 14th Ave in the <br />City of Hallandale Beach, FL. Land uses within the study area are primarily single- <br />family residential and multi-family residential. <br />There are a number of drainage facilities within the project area with limited <br />conveyance capacity and high head loss. Lowest floor elevations average between <br />5.5’ to 6.5’ NGVD, and roadway elevations are approximately 3.7’ to 3.9’ NGVD <br />within the study area. The conveyance system is subject to the effects of tidal <br />fluctuation. Consequently, at times there is virtually no head available to drain the <br />basin. The lack of conveyance capacity within this system has led to 37 Severe <br />Repetitive Loss (RL) properties and the complete inundation of the roadway system <br />for extended periods during storm events of lesser frequency than that required by <br />SFWMD. <br />Using ICPR, CGA modeled and designed an improved collection system conveying <br />water to two new duplex pump stations connected to a total of 15 wells. The new wells <br />are pressurized with 15 feet of head in order to produce the necessary discharge into <br />the G-III aquifer. The collection system piping was be up-sized in order to achieve <br />adequate flows into the new pump stations. Additionally, as part of the permitting <br />requirements, a complex monitoring system has been installed to allow for real time <br />review of pressure data at each drainage well along with monitoring wells installed <br />within the project area to record ground water levels. The existing gravity outfalls <br />were left intact, with the only modification being the installation of a “backflow” flap <br />gate in a City structure at the downstream ends of the gravity system. <br />X <br />X <br />71