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E-16Proven solutionsResponsive and dependable performance
<br />City of Sunny Isles Beach RFQ No. 20-07-01: Continuing Professional Consulting Services (CCNA)
<br />E.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Miami-Dade County Public Schools (MDCPS) Sanitary Sewer Evaluation
<br />Surveys (SSES), Miami-Dade County, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2015 2016
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Project Manager/Engineer for the inspection and evaluation of sanitary sewer systems at 24 county schools. The schools
<br />are required to be in accordance with Chapter 24 of the Miami-Dade County Code (MDCC), that each privately and publicly
<br />operated sanitary sewer system be evaluated on a periodic basis. Each sanitary system must implement a Sanitary Sewer
<br />Evaluation Survey (SSES) and, if required, a rehabilitation program as stated by the US EPA’s Sewer System. The SSES
<br />involved a visual inspection, smoke testing the collection system and a flow test on the wet well pump/lift station.
<br />F.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />D/B Replacement of Water Main & Service Conversions in “Donut Hole”
<br />Area, Miami Gardens, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2019 Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Project Engineer for the replacement of the undersized and deteriorated water mains and existing main loop closures. The
<br />project includes the following main elements: ±22,450 LF of 8-inch ductile iron water main and pipe fittings: ±12,060 LF of
<br />12-inch ductile iron water main pipe and fittings; ±1,050 LF of 6-inch ductile iron water main pipe and fittings; and ±560
<br />water service conversions from rear of property to front of property, requiring right-of-way and private property permitting.
<br />G.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />MDWASD Engineering, Design and Related Services for the Local Pump
<br />Station Improvement Program, Miami-Dade County, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />Ongoing Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Project Manager & Engineer-of-Record or Project Engineer providing inspection/evaluation, analysis and design of
<br />multiple sanitary sewer lift stations ranging from 20 HP to 60 HP and associated force mains. Meeting the FEMA Base Flood
<br />Elevation for some of these small locations while maintaining operations and maintenance protocols is a challenge. Under
<br />this contract, converted several wet well/dry well systems into submersible stations, requiring significant structural design
<br />in order to reuse the existing facilities. This effort is more cost effective than installing a new wet well. Additionally, our
<br />team looks carefully at constructability in developing creative solutions that meet all of the client’s needs while maximizing
<br />construction dollars. Below are some of the pump stations awarded as task orders to CES under this contract: Design of
<br />Pump Stations No. 673, No. 063, No. 659 No. 639 & Generator Replacement PS318, PS464 & PS475.
<br />H.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Lift Station Evaluation Studies & Rehabilitations, Pembroke Pines, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2020
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Project Engineer providing assessments and rehabilitation recommendations for nine pump stations. The Scope of Work included:
<br />1.) Reviewed available documentation including original design criteria, pump curves, O&M documents, etc. 2.) Conducted function
<br />and condition assessments including mechanical and electrical. 3.) Provided Data Logging Equipment to collect a minimum of
<br />one week of pressure data for inflow and outflow calculations, average working pressures, drawdown tests, etc. 4.) Determined
<br />station cycle time compliance with 10-State Standards and Broward County requirements. 5.) Determined the present vs. existing
<br />horsepower requirements. 6.) Conducted comparative analysis of original design vs. present operating conditions. 7.) Provided
<br />report and recommendations for rehabilitation including the elimination of confined space entry conditions.
<br />I.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Pump Station at Indian Creek & 43rd Street, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2013 2015
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Project Manager/Geotechnical Engineer for the foundation design of a pump station located in an area with problematic soil
<br />conditions, high groundwater, and a constrained construction site where ground improvement techniques were evaluated
<br />resulting in substantial project savings.
<br />J.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Ocean Outfall Pump Test, North District WWTP, Miami-Dade County, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />2016
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Staff Engineer for conducting pump tests on six (6) WWTP effluent pumps for the ocean outfall discharge facility. The
<br />75 MGD (52,000 GPM) pumps were tested for various head and flow conditions to determine the existing capacity of the
<br />pumps compared to the manufacturers’ pump curves.
<br />STANDARD FORM 330 (REV. 8/2016) PAGE 2
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