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E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME
<br />Jennifer Smith, P.E.
<br />13. ROLE IN THIS CONTRACT
<br /> Cost Estimating and Permitting
<br />
<br />14. YEARS EXPERIENCE
<br />a. TOTAL 14 b. WITH CURRENT FIRM 14
<br />15. FIRM NAME AND LOCATION (City and State)
<br />Chen Moore and Associates, Fort Lauderdale, FL
<br />16. EDUCATION (Degree and Specialization)
<br />Bachelor of Science / Civil Engineering
<br />17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline)
<br />FL / Professional Enginee
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Ms. Smith is a senior engineer with CMA, with over 14 years of experience. She has worked on utility improvement projects throughout
<br />Broward County. Ms. Smith has been an active member of the American Society of Civil Engineers (ASCE) since 2002, serving as
<br />President for two terms for the Broward County ASCE Branch in 2015 and 2019 and was the recipient of the 2019 Young Engineer of
<br />the Year for the ASCE Florida Section. Ms. Smith represented her firm in Leadership Broward Class 37, an elite program that teaches
<br />and inspired individuals to serve the community. Ms. Smith also serves as a member for the FAU Department Advisory Committee
<br />that meets with civil engineering faculty on the status of the program.
<br />19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State)
<br />Broward County UAZ 110/111 & 113 Water Sewer Improvements 113B
<br />(RFP No. R1356803P1)
<br />Lauderdale Lakes, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />Ongoing
<br />CONSTRUCTION (If applicable)
<br />Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Sr. Engineer. The Water and Sanitary Sewer Improvements for the UAZ 110/111 & 113 Project include the improvements to the
<br />existing water distribution system, sanitary sewer system, and transmission systems within the project area along with the
<br />restoration of surface areas disturbed for the construction of said improvements. All projects combined a total area of over 1000
<br />acres within multiple cities. The project is currently under construction, in which CMA is performing construction administration
<br />for three separate bid packages. Total Project Fee $11,171,568.83; Fee for 113B Project: $4,357,958.51
<br />b.
<br />(1) TITLE AND LOCATION (City and State)
<br />Wilton Drive Water Main Replacement
<br />Wilton Manors, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2016
<br />CONSTRUCTION (If applicable)
<br />2017
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Sr. Engineer. CMA provided site investigation, topographic survey, utility coordination, design services, regulatory permitting,
<br />bidding assistance, and limited construction administration for the water main replacement along Wilton Drive between NE 19th
<br />Street and NE 26th Street and NE 21st Street between Wilton Drive and NE 3rd Avenue. Cost: $903,500; Fee: $96,175
<br />c.
<br />(1) TITLE AND LOCATION (City and State)
<br />Broadview Park NIP - Bid Package 1
<br />Broward County, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2005
<br />CONSTRUCTION (If applicable)
<br />2005
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Sr. Engineer. The Broadview Park Neighborhood Improvement Project (BPNIP) was the last of the neighborhood infrastructure
<br />improvements projects carried out by Broward County in the unincorporated areas, located SW of State Road 7 and Davie
<br />Boulevard. The project included improvements to the drainage, water, sewer, and roadway systems. Cost: $11,610,029; Fee: $
<br />1,028,198
<br />d.
<br />(1) TITLE AND LOCATION (City and State)
<br />Brighton Drainage Improvements
<br />Glades County, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2015
<br />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 />The Brighton Seminole Indian Reservation encompasses approximately 57 square miles in Glades County, Florida, within the
<br />Indian Prairie Water Use Basin on the northwest side of Lake Okeechobee. The Reservation is located within the boundaries of
<br />the Lake Istokpoga - Indian Prairie Basin hydrologic system. The Indian Prairie Basin is located to the south of Lake Istokpoga in
<br />Highlands and Glades Counties and encompasses an area of approximately 367 square miles. Recent changes in land cover
<br />have resulted in periods of extended flood inundation in the community areas (Group “B” Water Management Area) of the
<br />Reservation. Remedial measures taken last year with the use of portable pumps and emergency ditching warrant an engineering
<br />analysis for long-term solutions. As a result, the proposed engineering design analysis project was developed to provide the
<br />required permanent drainage infrastructure south of Harney Pond Road. Fee: $109,500
<br />e.
<br />(1) TITLE AND LOCATION (City and State)
<br />Lift Station 21
<br />Pompano Beach, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2012
<br />CONSTRUCTION (If applicable)
<br />2013
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Sr. Engineer. CMA was responsible for the design, permitting and construction administration for the relocation of the existing LS
<br />21 (master pump station) serving a majority of the City of Pompano Beach barrier island. After completing the Basis of Design
<br />Report, Chen Moore and Associates proposed a variety of options to handle the approximately 4,700 GPM existing flow and
<br />conducted follow-up odor studies for specific design purposes. The design options included in-line booster and submersible
<br />pumps with variable frequency drives and liquid and vapor phase treatments. Additional concerns included odor control,
<br />dewatering contamination and electrical supply and generation. The final design a submersible lift station coupled with biological
<br />vapor phase odor control and strategic chemical liquid phase odor control. Cost: $ 3,400,000; Fee: $ 533,724
<br /> STANDARD FORM 330 (REV. 8/2016) PAGE 2
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