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Resume of Subhash Patel, PE, SE (Continued...
<br />30-MG Miramar Clearwell No. 2 Reservoir, City of San Diego, San Diego, California. Managing structural
<br />engineer for a seismic evaluation and structural condition assessment of Clearwell No. 2 Reservoir, an all -
<br />concrete 30 mg rectangular covered reservoir that was constructed in 1974. Conducted a preliminary seismic
<br />analysis based on Seismic Zone 4, using the 1997 UBC, ACI 350, and NEHRP standards. Two options were
<br />considered for retrofitting the reservoir along with order -of -magnitude cost estimates and retrofit
<br />recommendations.
<br />7.5 MG Middlefield Open -Cut Reservoir, Alameda County Water District, Fremont, California. Principal
<br />structural engineer for the seismic evaluation and retrofit of the 39-year-old 7.5 MG below grade open -cut
<br />rectangular concrete reservoir, and replacement of the existing wood roof with new steel metal deck. Reviewed
<br />all existing available information, inspected the existing reservoir roof, evaluated the cost effectiveness of
<br />different alternatives, and prepared a report recommending the most appropriate system for the roof and
<br />modifications of the support system. After acceptance of the report by the District, prepared Contract Documents
<br />for the project.
<br />7.7 MG Tierrasanta Storage Tank Project, City of San Diego, California. Managing structural engineer for
<br />complete structural design of a 7.7 MG partially buried prestressed concrete reclaimed water storage reservoir.
<br />Dekoven Tank Replacement Project, Mid -Peninsula Water District, Belmont, California. Structural engineer
<br />for the replacement of two steel water tanks in a tightly -pocketed and seismically sensitive area hillsides north of
<br />South San Francisco, Will also be providing services during construction.
<br />1.0 MG Eleventh Street and 1.0 MG Zuni Potable Water Storage Reservoirs Upgrade, City of Del Mar, Del
<br />Mar, California. Principal structural engineer for a feasibility study relative to the seismic upgrade of the 60-year-
<br />old partially below grade circular concrete 1.0 MG Eleventh Street and 1.0 MG Zuni potable water storage
<br />reservoirs. The work involved stress analyses using computer programs, making a comparative investigation of
<br />the pros and cons of the strengthening methods, preparing the final design and detailed drawings, and designing
<br />technical specifications for the construction work.
<br />0.46 MG and 0.7 MG Grossmont No. 1 Tank, Helix Water District, La Mesa, California. Managing structural
<br />engineer for seismic analysis of the existing 0.46 MG reinforced concrete tank. Conducted field investigation and
<br />evaluation of the tank to determine forces on critical components and connections due to maximum credible and
<br />maximum probable earthquakes. Seismic forces were determined from review of existing plans and
<br />specifications, and by site visits. Also followed AWWA standards and utilized computer programs to analyze the
<br />tank and to identify deficient structural elements. Areas analyzed included the tank wall, roof structure, columns
<br />and footings. Subsequently, provided structural engineering services for design of a new 0.7 MG 70-foot-long by
<br />50-foot-wide partially buried, cast -in -place reinforced concrete storage reservoir.
<br />21.0 MG Alvarado Reservoirs, City of San Diego, California. Managing structural engineer for design, drawings
<br />and specifications, and construction support services for modification and expansion of the Alvarado Water
<br />Treatment Plant, including the structural design of two new 2.1.0 MG underground prestressed concrete
<br />reservoirs.
<br />0.75 MG California Water Tank and Pump Station, City of Redwood City, California. Managing structural
<br />engineer for design of the 80-foot-diameter, 24-foot-tall 0.75 MG circular above ground prestressed concrete tank
<br />and pump station. The tank was designed for site specific seismic parameters.
<br />Seismic Retrofit of Two Reinforced Concrete Tanks, California Water Service, San Carlos, California.
<br />Structural engineer for a design build project in the highly seismic area of San Carlos. Project involved a seismic
<br />retrofit of two prestressed concrete water reservoirs and a pump station.
<br />2.0 MG and 4.0 MG Fairfax Transmission Line Water Storage Project, Marin Municipal Water District, Corte
<br />Madera, California. Managing structural engineer for predesign of three treated water storage tanks. The
<br />predesign considered two 2.0 MG prestressed concrete tanks or steel tanks (including buried and exposed sites)
<br />at the Ross Reservoir site, and one 4.0 MG prestressed concrete tank (including buried and exposed sites) at one
<br />of two potential sites.
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