Notes
Hart Crowser memorandum from Michael Bailey, Allen Jones, and Doug Lindquist to Jim Thomson (HNTB), dated October 8, 1999, presenting probabilistic seismic hazard analysis (PSHA) results for the Sea-Tac Airport Third Runway project (J-4978-14). Reports peak horizontal acceleration (PHA) values for common design return intervals: 0.16 g (72-year), 0.36 g (475-year), 0.47 g (975-year), and 0.64 g (2475-year). Discusses Cascadia subduction zone, Seattle Fault, shallow crustal zones, 1949 Olympia earthquake (PHA 0.28 g), and 1965 SeaTac earthquake (PHA 0.20 g). Includes comparative data from 1999 Sea-Tac South Terminal Expansion, 1998 Martin Smith Fourth & Madison high-rise, and 1997 Safeco Data Center projects. References uniform risk curve (Figure 1) for site-specific seismic hazard. STIA 00453–00455, AR 043079–043081.
