The Hayward Fault
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Please Refrain from Wearing Scented Products (Perfume, Cologne
SAN FRANCISCO BAY AREA RAPID TRANSIT DISTRICT 300 Lakeside Drive, P. O. Box 12688, Oakland, CA 94604-2688 NOTICE OF MEETING AND AGENDA BOND OVERSIGHT COMMITTEE Wednesday, July 26, 2017 4:00 p.m. – 6:00 p.m. COMMITTEE MEMBERS: Marian Breitbart, Michael Day, Daren Gee, Christine D. Johnson, Michael McGill, Anu Natarajan, John Post Meeting of the Bond Oversight Committee on Wednesday, July 26, 2017, at 4:00 p.m. The Meeting will be held in the 1800 Conference Room, 300 Lakeside Dr., 18th Floor, Oakland, California. AGENDA 1. CALL TO ORDER A. Roll Call. 2. INTRODUCTION OF COMMITTEE MEMBERS 3. INTRODUCTION OF BART STAFF 4. COMMITTEE ROLE A. Controller-Treasurer’s Office is official point of contact for all matters B. Audio recording of meetings C. Meeting Agendas/Minutes D. Annual Report writing and approval process E. Request for photos and bio for website F. Clipper Card/Travel reimbursement G. Introduce process of selecting Committee Chair and Vice Chair 5. PRESENTATION: MEASURE RR OVERALL PROGRAM 6. PRESENTATION: STATUS OF BONDS SOLD 7. Q&A WITH STAFF 8. STAFF REQUEST TO PRESENT ASSET MANAGEMENT AT NEXT MEETING 9. SETTING NEXT MEETING DATE AND AGENDA 10. PUBLIC COMMENT Please refrain from wearing scented products (perfume, cologne, after-shave, etc.) to this meeting, as there may be people in attendance susceptible to environmental illnesses. BART provides services/accommodations upon request to persons with disabilities and individuals who are limited English proficient who wish to address BART Board matters. A request must be made within one and five days in advance of a Board or committee meeting, depending on the service requested. -
Field Guide to Neotectonics of the San Andreas Fault System, Santa Cruz Mountains, in Light of the 1989 Loma Prieta Earthquake
Department of the Interior U.S. Geological Survey Field Guide to Neotectonics of the San Andreas Fault System, Santa Cruz Mountains, in Light of the 1989 Loma Prieta Earthquake | Q|s | Landslides (Quaternary) I yv I Vaqueros Sandstone (Oligocene) r-= I San Lorenzo Fm., Rices Mudstone I TSr I member (Eocene-Oligocene) IT- I Butano Sandstone, ' Pnil mudstone member (Eocene) Coseismic surface fractures, ..... dashed where discontinuous, dotted where projected or obscured ___ _ _ Contact, dashed where approximately located >"«»"'"" « « Fault, dotted where concealed V. 43? Strike and dip Strike and dip of of bedding overturned bedding i Vector Scale / (Horizontal Component of Displacement) OPEN-FILE REPORT 90-274 This report is preliminary and has not been reviewed for conformity with U. S. Geological Survey editorial standards (or with the North American Stratigraphic Code). Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U. S. Government. Men to Park, California April 27, 1990 Department of the Interior U.S. Geological Survey Field Guide to Neotectonics of the San Andreas Fault System, Santa Cruz Mountains, in Light of the 1989 Loma Prieta Earthquake David P. Schwartz and Daniel J. Ponti, editors U. S. Geological Survey Menlo Park, CA 94025 with contributions by: Robert S. Anderson U.C. Santa Cruz, Santa Cruz, CA William R. Cotton William Cotton and Associates, Los Gatos, CA Kevin J. Coppersmith Geomatrix Consultants, San Francisco, CA Steven D. Ellen U. S. Geological Survey, Menlo Park, CA Edwin L. Harp U. S. Geological Survey, Menlo Park, CA Ralph A. -
20-4 Seismic Retrofit Guidelines for Bridges in California (PDF)
MEMO TO DESIGNERS 20-4 • JUNE 2016 LRFD 20-4 SEISMIC RETROFIT GUIDELINES FOR BRIDGES IN CALIFORNIA Introduction Caltrans Memo to Designers (MTD) 20-4 describes policies and procedures for the seismic retroft of California’s bridges.1 Caltrans, Bridge Design Aids (BDA) 14-5 and Bridge Standard XS Detail Sheets Section 7 include common retrofts that can be used by designers. The Federal Highway Administration has published a bridge retroftting manual (Buckle, 2006), with examples of common retrofts. This manual is a useful reference, however the specifcations and details are not approved by Caltrans. While MTD 20-4 is intended to provide guidelines for retroftting existing structures, it is not possible to anticipate every situation that may be encountered. It is the designer’s responsibility to accurately assess the performance of the existing structure, to show a collapse mechanism if it exists, and to develop retroft strategies that ensure the structure meets the no collapse performance standard. Expected Performance The primary performance standard for retroftting bridges is to prevent the structure from reaching the collapse limit state2 for the Design Earthquake3 . The goal of this “No Collapse” performance standard is to protect human life and there are no serviceability expectations for retroftted bridges. An acceptable determination of collapse is captured through an analysis of the bridge model subject to the Design Earthquake. However, determining collapse is different than simply determining that demand exceeds capacity. First of all, capacity is more conservatively 1. This memo is intended to apply to Ordinary Standard state and local bridges. In cases where this memo does not apply, the designer is referred to MTD 20-1 and 20-11. -
3.6 Geology, Soils, and Seismicity
3.6 Geology, Soils, and Seismicity ENVIRONMENTAL SETTING PHYSICAL SETTING Geology The city of Emeryville is situated within the Coast Ranges geomorphic province of California. The Coast Ranges is the largest of the state’s geomorphic provinces extending approximately 400 miles from the Klamath Mountains (near northern Humboldt County) to the Santa Ynez River in Santa Barbara County. The province lies between the Pacific Ocean and the Great Valley (Sacramento and San Joaquin valleys) provinces and is characterized by a series of northwest trending mountain ridges and valleys, running generally parallel to the San Andreas Fault zone. These mountain ridges and valleys have been formed by tectonic forces that compressed ancient sedimentary deposits over the course of millions of years. The San Francisco Bay is located in a broad depression in the Franciscan bedrock resulting from an east-west expansion between the San Andreas and the Hayward fault systems. The bedrock surface can be found at elevations of 200 to 2,000 feet below mean sea level across the Bay Area. Sedimentary deposits that overlie the Franciscan bedrock originated from millions of years of erosion, deposition, and changes in sea level. Geologists categorize these sedimentary deposits into geologic formations based on the period of deposition and material type, as described below for the San Francisco Bay region. • The Alameda Formation is the deepest and oldest of these sedimentary deposits and consists of a mixture of clay, silt, sand, gravel, and some shells with predominantly silt and clay sediments surrounding discontinuous layers of sand and gravel. Members of this formation include Yerba Buena Mud (also named Old Bay Mud), and the San Antonio/Merrit/Posey Member, and Young Bay Mud (RWQCB, 2008). -
2935 TELEGRAPH AVENUE (COURTHOUSE CONDOMINIUMS) Draft Environmental Impact Report
2935 TELEGRAPH AVENUE (COURTHOUSE CONDOMINIUMS) Draft Environmental Impact Report Prepared for: March 19, 2007 City of Oakland 2935 TELEGRAPH AVENUE (COURTHOUSE CONDOMINIUMS) Draft Environmental Impact Report Prepared for: March 19, 2007 City of Oakland 225 Bush Street Suite 1700 San Francisco, CA 94104 415.896.5900 www.esassoc.com Los Angeles Oakland Orlando Petaluma Portland Sacramento Seattle Tampa 206145 TABLE OF CONTENTS 2935 Telegraph Avenue (Courthouse Condominiums) Project Draft Environmental Impact Report Page I. Summary I-1 II. Project Description II-1 A. Site Location and Project Characteristics II-1 B. Project Objectives II-10 C. Discretionary Actions and Other Planning Considerations II-10 III. Environmental Setting, Impacts, and Mitigation Measures III-1 A. Historic Resources III.A-1 B. Transportation, Circulation, and Parking III.B-1 IV. Alternatives IV-1 A. Criteria for Selecting Alternatives IV-1 B. Alternatives Selected for Consideration IV-2 C. Description and Analysis of Alternatives IV-2 D. Environmentally Superior Alternative IV-17 V. Impact Overview V-1 A. Significant, Unavoidable Environmental Impacts V-1 B. Cumulative Impacts V-1 C. Growth-Inducing Impacts V-2 VI. Responses to Comments Received During EIR Scoping VI-1 A. EIR Scoping Hearing Comments and Responses VI-1 B. NOP Comments and Responses VI-4 VII. Report Preparation VII-1 VIII. Appendices VIII-1 A. NOP and Initial Study B. NOP Comment Letters C. OCHS Historic Resource Inventory and Research Forms D. Evaluation of Telegraph Avenue Bus Rapid Transit 2935 -
Geo-Information for Snow Avalanche Hazard
Volume 5, Number 1, June 2007 This issue of Panel Update Volume 3 Number 1 marks the beginning of our fifth year of circulating our bimonthly eNewsletter to share Panel activities with its members. Our June issues highlight the Panel’s recently conducted technical site visits. These site visits followed the Panel’s three day Technical Meetings of 14-16 May 2007 in Tsukuba. Proceedings of the Panel on Wind and Seismic Effects will be published in the fall and circulated to all Panel members and manuscript authors. HIGHLIGHTS - TECHNICAL SITE VISITS 39TH MEETING OF THE US-JAPAN PANEL ON WIND AND SEISMIC EFFECTS 17-19 MAY 2007 1. Tokyo Metropolitan Expressway Route The Metropolitan Expressway Company Limited, a privatized organization in 2005, is responsible for design, construction and management of Tokyo’s Metropolitan Expressway. The delegation was briefed on investigation and techniques used to repair fatigue cracks in expressway steel bridge piers and orthotropic steel decks. Fatigue cracks are detected by magnetic particle testing procedure. Of 2011 piers tested, 566 had fatigue cracks. As temporary measure, holes are drilled at each end of the crack to prevent propagation of cracks that allowed traffic flow until permanent repairs. Monitoring is performed following a five year inspection plan. When visual inspection identifies serious cracks, annual inspections are performed for those selected fatigue cracks. Modern Tokyo transportation relies on multiple highways that overlay the extinct canals and waterway systems of near the end of the Edo period (1603 – 1868). The delegation visited the Ohashi Junction of the Central Circular Shinjuku Route under construction designed to allow vehicles to pass through the central part of Tokyo by avoiding surface traffic congestion. -
AQ Conformity Amended PBA 2040 Supplemental Report Mar.2018
TRANSPORTATION-AIR QUALITY CONFORMITY ANALYSIS FINAL SUPPLEMENTAL REPORT Metropolitan Transportation Commission Association of Bay Area Governments MARCH 2018 Metropolitan Transportation Commission Jake Mackenzie, Chair Dorene M. Giacopini Julie Pierce Sonoma County and Cities U.S. Department of Transportation Association of Bay Area Governments Scott Haggerty, Vice Chair Federal D. Glover Alameda County Contra Costa County Bijan Sartipi California State Alicia C. Aguirre Anne W. Halsted Transportation Agency Cities of San Mateo County San Francisco Bay Conservation and Development Commission Libby Schaaf Tom Azumbrado Oakland Mayor’s Appointee U.S. Department of Housing Nick Josefowitz and Urban Development San Francisco Mayor’s Appointee Warren Slocum San Mateo County Jeannie Bruins Jane Kim Cities of Santa Clara County City and County of San Francisco James P. Spering Solano County and Cities Damon Connolly Sam Liccardo Marin County and Cities San Jose Mayor’s Appointee Amy R. Worth Cities of Contra Costa County Dave Cortese Alfredo Pedroza Santa Clara County Napa County and Cities Carol Dutra-Vernaci Cities of Alameda County Association of Bay Area Governments Supervisor David Rabbit Supervisor David Cortese Councilmember Pradeep Gupta ABAG President Santa Clara City of South San Francisco / County of Sonoma San Mateo Supervisor Erin Hannigan Mayor Greg Scharff Solano Mayor Liz Gibbons ABAG Vice President City of Campbell / Santa Clara City of Palo Alto Representatives From Mayor Len Augustine Cities in Each County City of Vacaville -
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley Office Address: Department of Civil and Environmental Engineering 453 Davis Hall, MC-1710 University of California Berkeley, CA 94720-1710 Office Phone: (510) 642-9843 Cell Phone: (925) 212-7842 E-Mail: [email protected] EDUCATION UNIVERSITY OF CALIFORNIA, Berkeley, California Ph.D. in Geotechnical Engineering, 1990 STANFORD UNIVERSITY, Palo Alto, California M.S. in Structural Engineering, 1981 UNITED STATES MILITARY ACADEMY, West Point, New York B.S., 1980 AWARDS AND HONORS National Academy of Engineering, elected in 2015. Mueser Rutledge Lecture, American Society of Civil Engineers Metropolitan Section, New York, 2014 Ralph B. Peck Award, American Society of Civil Engineers, 2013 Fulbright Award, U.S. Fulbright Scholarship to New Zealand, 2013 William B. Joyner Lecture Award, Seismological Society of America & Earthquake Engineering Research Institute, 2012 Erskine Fellow, University of Canterbury, Christchurch, New Zealand, 2012 Thomas A. Middlebrooks Award, American Society of Civil Engineers, 2010 Fellow, American Society of Civil Engineers, 2006 Shamsher Prakash Research Award, Shamsher Prakash Foundation, 1999 Walter L. Huber Civil Engineering Research Prize, American Society of Civil Engineers, 1997 American Society of Civil Engineers Technical Council on Forensic Engineering Outstanding Paper Award, 1995 North American Geosynthetics Society - State of the Practice Award of Excellence, 1995 North American Geosynthetics Society - Geotechnical Engineering Technology Award of Excellence, 1993 David and Lucile Packard Foundation Fellowship for Science and Engineering, 1992-1997 Presidential Young Investigator Award, National Science Foundation, 1991-1996 American Society of Civil Engineers Trent R. Dames and William W. -
Geology and Soils
Environmental Checklist and Analysis – Geology and Soils 1 3.6 GEOLOGY AND SOILS Less Than Potentially Less Than Significant No GEOLOGY AND SOILS – Would the Project: Significant Significant with Impact Impact Impact Mitigation a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. ii) Strong seismic ground shaking? iii) Seismic-related ground failure, including liquefaction? iv) Landslides? b) Result in substantial soil erosion or the loss of topsoil? c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the Project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property? e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? 2 3.6.1 Environmental Setting 3 Regional Setting 4 The Project site lies within the Coast Range Geomorphic Province of California, a 5 region with independent and discontinuous northwest-trending mountain ranges, ridges, 6 and intervening valleys (California Geological Survey [CGS] 2002). -
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected]
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected] Positions • Wayne Loel Professor of Earth Sciences, Stanford University 2008-present • Professor of Geophysics, Stanford University 2003-present • Associate Professor of Geophysics, Stanford University 1994-2003 • Assistant Professor of Geophysics, Stanford University 1990-1994 • Postdoctoral Associate, Massachusetts Institute of Technology 1989-1990 Education Ph.D. Geophysics, Massachusetts Institute of Technology 1989 B.S. Earth Sciences, University of California at Santa Cruz 1982 Honors and Awards • Lawson Lecturer, University of California Berkeley 2015 • Beno Gutenberg Medal, European Geosciences Union 2014 • Citation, Geophysical Research Letters, 40th Anniversary Collection 2014 • IRIS/SSA Distinguished Lecturer 2012 • RIT Distinguished Lecturer 2011 • Wayne Loel Professor of Earth Sciences 2009 • Brinson Lecturer, Carnegie Institute of Washington 2008 • Fellow, American Geophysical Union 2008 • NSF Presidential Young Investigator Award 1991 • NSF Graduate Fellowship 1983 • ARCS Foundation Scholarship 1983 • UCSC Chancellor’s Award for Undergraduates 1983 • Outstanding Undergraduate in Earth Science 1983 • Highest Honors in the Major 1982 • Undergraduate Thesis Honors 1982 Recent Professional Activities • Associate Editor, Science Advances 2016-present • AGU Seismology Section President 2015-present • IRIS Industry Working Group 2015-present Gregory C. Beroza Page 2 • Co-Director, -
City Administrator's Weekly Report
DISTRIBUTION DATE: November 8, 2019 MEMORANDUM TO: HONORABLE MAYOR & FROM: Sabrina B. Landreth CITY COUNCIL SUBJECT: City Administrator’s Weekly Report DATE: November 8, 2019 _______ INFORMATION Following are the key activities to be highlighted this week: Upcoming City of Oakland Job Announcements – During the week of November 11, the Human Resources Management Department (HRM) anticipates posting job announcements for the following positions: • Auto Equipment Mechanic (Open) • Home Management Specialist II • Transportation Manager For the most up-to-date information on City jobs, please view the Employment Information page on our website at http://agency.governmentjobs.com/oaklandca/default.cfm. The Employment Information page also contains information on minimum qualifications of specific job classifications, how to apply for a job on-line and how to submit a job interest card for positions not currently posted. For more information, please contact the Human Resources Management Receptionist at (510) 238-3112. “Motherload”: East Oakland Bike Tour & Film Screening at the Library – On Saturday, November 9, 11am– 4pm, the Oakland Public Library is organizing a group bike ride and film screening. Come bicycle with us starting at the César E. Chávez Branch Library (3301 East 12th Street, Suite 271); we roll out at 11am. We'll take bike routes through the Fruitvale and East Oakland neighborhoods and stop for lunch (provided for free) at the 81st Avenue Library (1081 81st Avenue), where we’ll enjoy a special screening of the documentary Motherload. This film is about a new mother’s quest to understand the increasing isolation and disconnection of the digital age, its planetary impact, and how cargo bikes could be an antidote. -
Radioactive Waste Management Associates Memo
Radioactive Waste Management Associates Memo To: Bob Halstead From: Marvin Resnikoff Date: 7/18/2013 Re: NUREG-2125 Review Bob: This review began with a review of the historical documents that were omitted by NUREG-2125, but now encompasses a deeper examination of NUREG-2125 and its supporting references. In my opinion, NUREG-2125 and its supporting references cannot support the conclusion that no radioactive material would be released in a severe transportation accident involving a truck cask. This review of NUREG-2125 includes a detailed examination of the GA-4 truck cask proposed for Yucca Mountain. NUREG-2125 does not examine sabotage of a truck or train cask and we also have not discussed it here. We also have not included discussion of the recent train accident in Lac-Megantic, Quebec. As I mentioned in a memo some time ago, something was fishy in the NRC’s choice of which documents were chosen in their history leading to NUREG-2125. Documents that did not fit into their carefully constructed history were omitted. Now in examining NAC-LWT and GA-4, a clearer picture emerges. The documents omitted were by Elder et al1, and Rhyne et al2. The Elder reference showed that a side impact of a reference truck cask into a rigid 1.5 m bridge column at 12.5 mph would lead to an opening of the cask cavity. The Rhyne study had similar results. “Assuming a total steel thickness of 2.75 inches and ignoring the effect of the lead gamma shield, Table 9.3 gives the velocity required for puncture on a given projection.” For a 6 inch diameter projection, the speed given in Table 9.3 is 48.7 ft/sec, or 33 mph.