25F - AGMT - DELHI DIVERSION PROJECT

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Lead Project Engineer, Hydraulic and Hydrology Analysis for C -44 Reservoir /STA, Martin County, FL, County of Martin: Responsible for C -44 Reservoir and Storm Water Treatment Area project system hydraulic analysis. C -44 Reservoir and Storm Water Treatment Area project located on approximately 12,000 acres of land located in southern Martin County. The project supports the goals and objectives of Comprehensive Everglades Restoration Plan. The overall plan calls for the implementation of more than sixty projects over a period of thirty years and will cost an estimated 10.9 billion dollars. The project will capture excess surface water runoff that flows to the Atlantic Ocean and Gulf of Mexico and re- directing it to a series of impoundments for storage and treatment. Duties included leading the system hydraulic and hydrology analysis during the 30 %, 60% and 90% design. Served as process engineer and designed all hydraulic components including spillway, pump station, intake and other hydraulic structures. Hydrauhc /hydrology model was completed using EPA SWMM 5.0. 25F -82 Joseph Zhao, PhD, P.E. Civil Engineering Overview Dr. Zhao has extensive experience in hydraulic and hydrology modeling in particular in areas of watershed hydraulic and hydrology study, drinking water and sewer master plan, water distribution system and wastewater collection system modeling and transient analysis and system hydraulic evaluation and optimization for water and wastewater treatment plant. He is currently a member in AW WA Water Distribution System Standard committee. Joseph is proficient in following modeling programs including Areas of Expertise EPA SWMM, FLO -21), HEC -RAS, Bentley, MWH, DHI, KYPipe and Advanced Water Treatment EPANET. Technology H &H Modeling Project Specific Experience Years of Experience Project Engineer, Westminster Watershed Feasibility Study and Integrated EA /EIR, Orange County, CA, USACE Los Angeles With URS: >5 Years District- Planning Division: Provided hydraulic and flood routing With Other Firms: 13 Years analyses for the expanded project study area of approximately 23.6 square Education miles including Haster Basin, the tributary areas upstream of Haster Basin; PhD /2004 /Environmental the lower reaches of the CO2 Channel System downstream of the Engineering /University of Central confluence point of CO2/C04 and the Outer Bolsa Bay from Warner Florida Avenue to the Tidal Gates located at the Terminus of C05. Performed MS /1997 /Environmental floodplain analyses using HEC -RAS and FLO -21) for varying storm - Engineering /Tongji University events as prescribed by the USAGE. Hydraulic and hydrology evaluation BS /1994 /Environmental Engineering/ focused on various storm -water events from 5 to 500 -year return period, Tongji University and their impacts along the channel right of ways, and potential downstream effects to Bolsa Bay, resulting from increased volumes and Registration /Certification velocity of storm water. FLO -2D model was developed using the GDS to Professional Engineer /FL/63109 process the DEM, a 300- by 300 -ft and a 100- by I00 -ft grid element Professional Engineer /CA/79329 systems were developed for the study area. The model included elements including storm water retention ponds, pump stations, channel, bridges, box culverts, overflow weir and tidal gates. Lead Project Engineer, Hydraulic and Hydrology Analysis for C -44 Reservoir /STA, Martin County, FL, County of Martin: Responsible for C -44 Reservoir and Storm Water Treatment Area project system hydraulic analysis. C -44 Reservoir and Storm Water Treatment Area project located on approximately 12,000 acres of land located in southern Martin County. The project supports the goals and objectives of Comprehensive Everglades Restoration Plan. The overall plan calls for the implementation of more than sixty projects over a period of thirty years and will cost an estimated 10.9 billion dollars. The project will capture excess surface water runoff that flows to the Atlantic Ocean and Gulf of Mexico and re- directing it to a series of impoundments for storage and treatment. Duties included leading the system hydraulic and hydrology analysis during the 30 %, 60% and 90% design. Served as process engineer and designed all hydraulic components including spillway, pump station, intake and other hydraulic structures. Hydrauhc /hydrology model was completed using EPA SWMM 5.0. 25F -82