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<br /> STANDARD FORM 330 <br /> <br /> <br /> <br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT <br />(Complete one Section E for each key person.) <br />12. NAME Godwin Nnadi, Ph.D., P.E. 13. ROLE IN THIS CONTRACT - 14. YEARS EXPERIENCE <br />a. TOTAL 38 b. WITH CURRENT FIRM - <br />15. FIRM NAME AND LOCATION (City and State) Nadic Engineering Services, inc. <br /> <br />16. EDUCATION (DEGREE AND SPECIALIZATION) <br />• Ph.D. Civil Engineering (1990) Queens University, <br />Kingston, Canada <br />• M.S. Civil Engineering (1980); Purdue University, <br />Lafayette, Indiana <br />• B.S Mining/Geological Eng., (1979); University of <br />Nevada, Reno <br />17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) <br />• PE No.50637, Florida 1996 <br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) <br /> <br />19. RELEVANT PROJECTS <br />a. <br />(1) TITLE AND LOCATION (City and State) Design-Build Services For The Installation Of 4.5 Miles Of New 54-Inch <br />Diameter Forcemain And The Rehabilitation Of 2.5 Miles Of Existing <br />54-Inch Diameter Forcemain, Miami-Dade County, Fl. <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES - CONSTRUCTION (If applicable) - <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />MDWASD identified plans to rehabilitate the existing 54-inch diameter South District Force Main from southern Miami-Dade <br />County, City of Homestead, and Florida City to SDWWTP, and install a redundant 54-inch bypass FM to allow for the sustainable <br />conveyance of wastewater flows from the South District service areas to SDWWTP. <br />NADIC conducted a series of 20-foot deep SPT borings along the existing 54-inch FM alignment and 35-foot deep SPT borings <br />and rock corings along the proposed Bypass/Redundancy FM alignment. Dr. Nnadi provided both Geotechnical Data Report and <br />Geotechnical Design Memorandum. <br /> <br />b. <br />(1) TITLE AND LOCATION (City and State) Design Build 48-Inch Diameter Pccp Force Main Along Nw 2nd Ave, <br />Nw 11th St, N. Miami Ave., & Ne 36th St., Miami-Dade County. <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES - CONSTRUCTION (If applicable) - <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />MDWASD awarded the design, installation and commission of the 13,000 LF of 48-inch diameter prestressed concrete cylinder <br />pipe (PCCP) force main (FM), 5600 LF of 12-inch diameter WM and 1000 LF of 24-inch stormwater drainage pipe to David Mancini <br />& Sons, Inc. Dr Nnadi is the geotechnical engineer of record. NADIC conducted geotechnical investigation; performed Phase II <br />environmental assessment and is performing the construction materials testing. Installation methods consist of open-cut and jack & <br />bore methods. <br /> <br />c. <br />(1) TITLE AND LOCATION (City and State) <br /> <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br /> <br />d. <br />(1) TITLE AND LOCATION (City and State) <br /> <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br /> <br /> <br />