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RESUMES <br /> <br />Dale E. Wah, P.E., S.E. <br /> <br />· Budlong Plant Seismic Retrofit Upgrades and Safety <br /> Improvements, Southern California Water Company -- <br /> Preparation of plans, specifications and estimates for the structural <br /> seismic and piping rehabilitation for two existing prestressed 1.3 <br /> MG circular concrete reservoirs, constructed in 1967. In addition, <br /> ASL's workscope included design upgrade of the interior and <br /> exterior access ladders and access hatches for current OSHA <br /> requirements. <br />· Rowland Water District, Rowland Heights -- Prepared plans and <br /> specifications for the construction of this 1.4 MG tank. The tank <br /> design required the use of anchor chairs to secure the tank during a <br /> seismic event. The tank has a horizontal design ground <br /> acceleration of0.56g and vertical acceleration of 0.69g. <br />· Topanga Forks Reservoirs, Los Angeles County -- Principal <br /> Structural Engineer of deep foundations for two identical 0.5 MG <br /> circular piles. The systems were designed for a horizontal ground <br /> acceleration of 0.56g. <br />· Structural Assessment of Water Storage Reservoirs and <br /> Settling Basins, City of Monterey Park -- Structural assessment <br /> of five circular concrete reservoirs and two circular concrete <br /> settling basins, utilizing either concrete or wood framed roofs. <br />· Two 2.6 MG Signal Peak Reservoirs, Irvine Ranch Water <br /> District -- Design of two prestressed circular concrete reservoirs: <br /> one for reclaimed and one for domestic water. Both of these tanks <br /> were completely buried. <br />· 3.7 MG Reservoir No. 2A, Pomona -- The design included two <br /> options: a circular prestressed wire wrapped concrete reservoir and <br /> welded steel tank. <br />· 5.2 MG Shopping Center II Reservoir, California-American <br /> Water Company, Thousand Oaks -- This circular concrete <br /> reservoir consists of post-tensioned floor, wire wound walls, and <br /> conventional concrete roof and is partially buried. <br />· Potrero II, a 6.0 biG Reservoir, California-American Water <br /> Company -- The 37-feet high walls' in this prestressed circular <br /> reservoir are tensioned with grouted thread bars, vertically, and ' <br /> wire wound and shot created, horizontally. <br />· 5.0 big Reservoir No. 11, Rowland Water District -- This <br /> prestressed circular reservoir is partially buried and due to the <br /> unusual site, geology, and proximity of active faults, a special <br /> seismic design has been performed. <br />· 1.0 MG San Simeon Reservoir, Office of Project Development, <br /> State of California, Located near Hearst Castle -- This circular <br /> resei-voir is completely buried. The walls have been tensioned with <br /> seven wire, conventional strands anchored at the pilasters. The roof <br /> consists of a two-way slab and is thoroughly waterproofed to carry <br /> three feet of overburden. <br /> <br />AS1. Consultin~ En~lineers <br /> <br />City of Santa Aha <br />ELEVATED WATER TANK IMPROVEMENTS I I <br /> <br /> <br />