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<br /> <br /> <br /> <br /> <br /> <br />d. <br />(1) TITLE AND LOCATION (City and State) <br />Regional Pump Station No. 200 <br />Hialeah FL <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2008 <br />CONSTRUCTION (If applicable) <br />2012 <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) ANDSPECIFIC ROLE Check if project performed with current firm <br />Design and preparation of documents for the construction of a 29 MGD regional/booster sewer pump station consisting of a <br />two-story wet/dry well building with four 470-HP pumps, electrical control systems, telemetry, odor control system, and <br />backup generator. Furthermore, the project involved a meter station to measure flow out of the station and the design of <br />approximately 3,060 LF of force main pipeline (24” to 36” diameter), designed approximately at 1,600 LF of 24” force main and <br />12” gravity sewer mains. $279,000 Role: Project Engineer <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />e. <br />(1) TITLE AND LOCATION (City and State) <br />Section 26 Sewer Improvements <br />Hialeah, FL <br />(2) YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2009 <br />CONSTRUCTION (If applicable) <br />2011 <br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br /> <br />SRS prepared construction drawings for a new regional pump station consisting of a submersible pump station with 4 <br />submersible pumping units (215 HP) with a peak capacity of 8,880 GPM (12.8 MGD) and valve chamber. The pump station site <br />contained a building housing the electrical control room and a storage area; an odor co ntrol unit; MDWASD flow meter, <br />emergency generator, and other improvements. Moreover, the project comprised of the design of upgrade improvements to <br />11 existing pump stations (PS 132, PS 133, PS 134, PS 135, PS 137, PS 138, PS 139, PS 140, PS 141, PS 142, and PS 144). <br />Upgrades incorporated the replacement of existing pumping units, new electrical control panels, new electrical services, <br />replacement of PS piping, new valve vaults and fittings, demolition of existing wet well tops and reconstruction with new <br />hatches, wet well refurbishment, new telemetry systems, and emergency generators with fuel tanks. <br /> <br />In addition, SRS prepared construction drawings for approximately 15,600 LF of sewer force main pipelines (8 -inch to 30-inch <br />diameter), and 8,226 LF of 48-inch and 3,999 LF of 36-inch transmission sewer force main pipelines, including 48-inch pipe <br />canal crossing. $672,272 Role: Project Engineer <br />25