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William Flick, PE <br />Drainage Engineering <br />Mr. Flick has over 40 years of engineering experience including extensive experience in <br />drainage design and permitting. He has analyzed drainage basins in excess of 5,000 <br />acres and has performed designs for open channel flow, pipe networks, culverts and bridge <br />waterway openings (bridge hydraulic reports) for state and local government agencies. His <br />work has included recommendations for improvements to (maintenance of) existing open <br />drainage channels and systems. Investigative engineering assignments have included <br />feasibility studies, economic analyses, routing studies, assessment of cost impacts of <br />regulatory compliance, and estimation of operation and maintenance costs. <br />Key Projects <br />Murray Hill Drainage Improvements <br />Phases II - V <br />Jacksonville, Florida <br />Mr. Flick worked with a team of <br />engineers who performed an in <br />depth field investigation to identify <br />needed drainage improvements <br />within the Murray Hill neighborhood. <br />Because the identified <br />improvements exceeded the City's <br />available construction budget, the <br />proposed drainage improvements <br />were prioritized according to <br />severity of need. Construction cost <br />estimates were prepared for each of <br />the proposed improvements which <br />allowed the City to select those <br />improvements that satisfied highest <br />need while holding costs within their <br />allowable budget. The Study was <br />followed by a final design contract <br />to prepare construction plans for <br />the drainage improvements which <br />were separated into four phases. <br />All of the drainage improvements <br />were designed integrally with the <br />JEA's plans for replacing all of the <br />existing waterlines and installing <br />a completely new wastewater <br />collection system to phase out the <br />existing septic tanks. The design <br />sequence involved JEA designing <br />the sanitary sewers, Connelly & <br />Wicker designing the drainage <br />improvements, followed by the <br />JEA designing the waterlines, thus <br />avoiding re -work (conflicts) to <br />maintain an aggressive design / bid <br />/ construction schedule. <br />Sherwood Forest Drainage <br />Improvements <br />Jacksonville. Florida <br />Mr. Flick worked on a drainage bond <br />City of Sunny Isles Beach <br />Continuing Proieswncl Services for Engineering <br />8FQ No. 1 e -07 -02 <br />August U 2014 <br />project for the City of Jacksonville. <br />The Study Phase required field <br />investigations to determine the <br />extent of existing improvements, <br />the hydraulic modeling of existing <br />open drainage channels, and <br />a Phase I Environmental Site <br />Assessment to check for the <br />presence of contaminated soils <br />near a former dry cleaning facility. <br />Final design addressed 2.11 miles <br />of local neighborhood streets with <br />improvements to both roadside <br />drainage swales, storm sewer <br />pipe networks and 3,225 linear <br />feet of open drainage channels. <br />Additional work included removing <br />and replacing 10,847 lineal feet of <br />6" asbestos cement and smaller <br />diameter galvanized pipe waterlines <br />for the JEA. <br />Southside Boulevard (S.R. 115) <br />Jacksonville. Florida <br />Mr. Flick was responsible for all <br />drainage design and permitting <br />associated with the reconstruction <br />of Southside Boulevard, S.R. 115, <br />from J' Turner Boulevard to Beach <br />Boulevard, in Jacksonville, Florida, on <br />this two and half mile project. Design <br />included the relocation of 400 feet <br />of 6 x 4 box culvert. The re- routing <br />of the box culvert was carefully <br />planned to avoid interference <br />with bridge pier construction and <br />vehicular traffic flow. <br />Magnolia Gardens Drainage <br />Improvements <br />Jacksonville. Florida <br />Mr. Flick prepared the construction <br />drawings based upon the pipe <br />and open channel improvements <br />identified in the hydraulic model <br />C� <br />aisia-�.n. Inc. <br />