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RFQ #26-07-01 | 114
<br />Samuel Palermo II, P.E
<br />Civil/Environmental Engineer
<br />GIT Consulting LLC | 701 Brickell Ave, Suite 1550 Miami Fl 33131
<br />Civil - Environment - Water – GIS Page | 1
<br />Summary:
<br />Mr. Palermo has over 21 years of experience in water resources engineering directly related to the
<br />Comprehensive Everglades Restoration Plan, and 6 years with GIT Consulting LLC. His experience is comprised
<br />of many critical infrastructure projects in support of the South Florida Water Management District and U.S. Army
<br />Corps of Engineers (USACE). He is proficient in a wide range of functions including resident engineer, project
<br />management, design management, construction management, construction cost estimating and program
<br />planning. His specialty and area of expertise is of projects involving large‐scale dams, reservoirs, pump stations,
<br />federal levees, spillways, gated structures, culverts, hydraulic and mechanical dredging, coastal structures and
<br />conveyance systems throughout south Florida. He has detailed knowledge of the SFWMD infrastructure, standard
<br />design specifications, design criteria memorandums, technical review procedures, project formulation and
<br />construction quality assurance and quality control procedures. He is also an active Board Member of the American
<br />Water Resources Association, Florida Section. 8 years with GIT Consulting LLC, 50% availability for new projects.
<br />Education:
<br />BS Environmental Resources Engineering 2003; SUNY ESF, Syracuse, NY AS Engineering Science, 2001;
<br />FLCC, Canandaigua, NY
<br />Licenses & Certifications:
<br />Professional Engineer – FL; 70130
<br />Certified Contractor Quality Management for USACE;
<br />American Society of Civil Engineers; American Water Resources Association Board Member;
<br />Key Projects:
<br />•USACE S-355W Spillway Design , The proposed S-355W spillway project is a component of the overall
<br />Central Everglades Planning Project (CEPP) South. The structure is to be located in the L-29 canal, located
<br />at the southern extent of the new L-67D Levee (i.e. Blue Shanty Levee), which will intersect with the L-29
<br />levee and extend from the Tamiami Trail northward to the L-67A levee. Acting as the Architect -Engineer (A-
<br />E) under a Federal Indefinite Delivery Indefinite Quantity (IDIQ) with USACE Jacksonville, ECP Consultants
<br />Inc. was contracted to perform the Project Management required to furnish all necessary services, surveys,
<br />field investigations, geotechnical, environmental, utility, real estate, construction cost estimates, CFD
<br />modeling, studies, and coordination with SFWMD and FDOT, as required to create detailed engineering and
<br />design products, development of optimized project features, preparation of a design documentation
<br />report(DDR), construction contract plans, and contract technical specifications. Engineering and design
<br />(E&D)consists of incorporating the various design data, investigations, and information provided in the DDR
<br />into the plans and specifications (P&S). Work includes performing detailed structural, geotechnical, hydraulic
<br />and hydrologic analyses, and design of the project’s components. The proposed S-355Wstructure was
<br />designed to be a trapezoidal weir concrete spillway with steel vertical lift gates for controlled discharge
<br />operations. The proposed structure is a two bay gated spillway with the design capacity 1,200 cfs and a
<br />separated FDOT downstream public two-lane traffic bridge. The integrated design required detailed
<br />coordination with the Design Leads of SFWMD, FDOT, FPL, AT&T as well as USACE.
<br />•Dispersed Water Management El Maximo Ranch, The Garica Companies Designer Engineer of Record;
<br />providing Engineering support for the design report, plans and specifications and engineering during
<br />construction for a Dispersed Water Management System (DWS) on the EL Maximo Ranch in Osceola
<br />County, FL. The DWS is intended to assist in managing source basin runoff from the basin by attenuating
<br />peak flows and temporarily storing a portion of stormwater runoff prior to it being conveyed downstream.
<br />Flows are received via the Kissimmee River from the west and from the north via Blanket Bay Slough. The
<br />DWS will consist of 8 basins isolated by earthen berms. Four Electrical Inflow 100 cfs Pump Station’s, nine
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