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Naples LSFS Report_Rev3FINAL
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Earthquake (OLE) 0.17g 5.7 3.1 Design Earthquake (DE) 0.40g 7.6 4.6 The tabulated loads are not factored ... The OLE has a return period of 72 years, while the DE is equal to two-thirds of the maximum consideredURL/globalassets/city-manager/media-library/documents/tidelands-capital-impovement-division/naples-seawall/naples-lsfs-report_rev3final
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Presentation at Community Meeting, April 2016
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Presentation at Community Meeting, April 2016 ... Government Affairs, City of Long Beach ► Eduardo De Mesa, Planning Chief, USACE ► Monica Eichler, ProjectURL/globalassets/city-manager/media-library/documents/tidelands/ecosystem-study/community-participation/espb-public-scoping-meeting-ppt_4-7-16_web
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Sorrento Trail Geotechnical Report 2015
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MCE event. The Design Earthquake Ground Motion (DE) is the level of ground motion that has a 10 percent ... Deaggregation was also performed for the Design Earthquake (DE) peak ground acceleration, and the result of theURL/globalassets/city-manager/media-library/documents/tidelands-capital-impovement-division/sorrento-trail/a9218-06-01-sorrento-alamitos-bay-shoreline-trail-gi-061115
