Estimation of Future Earthquake Losses in California
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5.4 Geology and Soils
BEACH BOULEVARD SPECIFIC PLAN DRAFT EIR CITY OF ANAHEIM 5. Environmental Analysis 5.4 GEOLOGY AND SOILS This section of the Draft Environmental Impact Report (DEIR) evaluates the potential for implementation of the Beach Boulevard Specific Plan (Proposed Project) to impact geological and soil resources in the City of Anaheim. 5.4.1 Environmental Setting Regulatory Setting California Alquist-Priolo Earthquake Fault Zoning Act The Alquist-Priolo Earthquake Fault Zoning Act was signed into state law in 1972. Its primary purpose is to mitigate the hazard of fault rupture by prohibiting the location of structures for human occupancy across the trace of an active fault. The act delineates “Earthquake Fault Zones” along faults that are “sufficiently active” and “well defined.” The act also requires that cities and counties withhold development permits for sites within an earthquake fault zone until geologic investigations demonstrate that the sites are not threatened by surface displacement from future faulting. Pursuant to this act, structures for human occupancy are not allowed within 50 feet of the trace of an active fault. Seismic Hazard Mapping Act The Seismic Hazard Mapping Act (SHMA) was adopted by the state in 1990 to protect the public from the effects of nonsurface fault rupture earthquake hazards, including strong ground shaking, liquefaction, seismically induced landslides, or other ground failure caused by earthquakes. The goal of the act is to minimize loss of life and property by identifying and mitigating seismic hazards. The California Geological Survey (CGS) prepares and provides local governments with seismic hazard zone maps that identify areas susceptible to amplified shaking, liquefaction, earthquake-induced landslides, and other ground failures. -
Report of Geotechnical Investigation Proposed Improvements
REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED IMPROVEMENTS PROPOSED RIO HONDO SATELLITE CAMPUS EL RANCHO ADULT SCHOOL 9515 HANEY STREET PICO RIVERA, CALIFORNIA Prepared for: RIO HONDO PROGRAM MANAGEMENT TEAM Whittier, California January 20, 2016 Project 4953-15-0302 January 20, 2016 Mr Luis Rojas Rio Hondo Program Management Team c/o Rio Hondo College 3600 Workman Mill Road Whittier, California 90601-1699 Subject: LETTER OF TRANSMITTAL Report of Geotechnical Investigation Proposed Improvements Proposed Rio Hondo Satellite Campus El Rancho Adult School 9515 Haney Street Pico Rivera, California, 90660 Amec Foster Wheeler Project 4953-15-0302 Dear Mr. Rojas: We are pleased to submit the results of our geotechnical investigation for the proposed improvements as part of the proposed Rio Hondo Satellite Campus at the El Rancho Adult School in Pico Rivera, California. This investigation was performed in general accordance with our proposal dated November 24, 2015, which was authorized by e-mail on December 15, 2015. The scope of our services was planned with Mr. Manuel Jaramillo of DelTerra. We have been furnished with a site plan and a general description of the proposed improvements. The results of our investigation and design recommendations are presented in this report. Please note that you or your representative should submit copies of this report to the appropriate governmental agencies for their review and approval prior to obtaining a permit. Correspondence: Amec Foster Wheeler 6001 Rickenbacker Road Los Angeles, California 90040 USA -
City of Monrovia General Plan General Plan Safety Element Safety
City of Monrovia General Plan Safety Element Adopted June 12, 2002 Resolution No. 2002-40 Safety Element City of Monrovia Table of Contents I. Introduction ............................................................................................................................... 1 II. Seismic Activity ......................................................................................................................... 2 A. Background......................................................................................................................... 2 1. Geologic Setting............................................................................................................ 2 2. The Alquist-Priolo Earthquake Fault Zone Act ............................................................. 2 Major Faults .................................................................................................................. 3 B. Goals, Objectives and Policies - Seismic Activity............................................................... 9 III. Flood Control........................................................................................................................... 11 A. Background....................................................................................................................... 11 1. Setting ......................................................................................................................... 11 2. Mud and Debris Flows ............................................................................................... -
An Elusive Blind-Thrust Fault Beneath Metropolitan Los Angeles
R EPORTS 5 The intercept of the line with the abscissa yields Di/D 1/4, which is an extreme case, differs only by 36. N. A. Sulpice and R. J. D’Arcy, J. Phys. E 3, 477 (1970). 7% as compared with D 5 0. DV. This geometry-independent constant is i 37. Electrical charging due to the electron beam cannot 31. Microscopy was performed with a Philips CM30 200- account for the effect, because the charge found to characteristic for the specific nanotube under kV high-resolution TEM. reside on the nanotubes is positive rather than neg- investigation and is typically on the order of 32. The ripple mode may be a precursor to buckling, but ative. Furthermore, the amplitude of vibration at several volts. Similarly, attaching nanoscopic it should not be confused with bucking. Buckling (in resonance does not change with electron dose, as it contrast to rippling) is characterized as an instability would if electron beam charging were important. conducting particles to the nanotubes facilitates giving rise to a nonlinear response. It occurs in highly 38. M. Gurgoze, J. Sound Vib. 190, 149 (1996). measurements of their work functions. stressed nanotubes (and beams) and manifests as 39. We thank U. Landman, R. L. Whetten, L. Forro, and A. The methods developed here are also well one or several kinks with very small radii of curvature Zangwill for fruitful discussion and R. Nitsche for his suited to measure masses in the picogram-to- (about 1 to 10 nm). It is accompanied by abrupt analysis of the static bent nanotube. -
Appendix IS-3 Soils and Geology Report
Appendix IS-3 Soils and Geology Report August 7, 2017 Revised February 22, 2019 File No. 21439 Bishop A. Elias Zaidan, Successor Trustee Our Lady of Mt. Lebanon – St. Peter Maronite Catholic Cathedral Los Angeles Real Estate Trust 333 San Vicente Boulevard Los Angeles, California 90048 Attention: Construction Committee Subject: Environmental Impact Report, Soils and Geology Issues Proposed Church Addition and Residential Tower 333 South San Vicente Boulevard, Los Angeles, California Ladies and Gentlemen: 1.0 INTRODUCTION This document is intended to discuss potential soil and geological issues for the proposed development, as required by Appendix G of the California Environmental Quality Act (CEQA) Guidelines. This report included one exploratory excavation, collection of representative samples, laboratory testing, engineering analysis, review of published geologic data, review of available geotechnical engineering information and the preparation of this report. 2.0 SITE CONDITIONS The site is located at 333 South San Vicente Boulevard, in the City of Los Angeles, California. The site is triangular in shape, and just under one acre in area. The site is bounded by a city alley to the north, San Vicente Boulevard to the east, Burton Way to the south, and Holt Avenue to the west. The site is shown relative to nearby topographic features in the enclosed Vicinity Map. The site is currently developed with a catholic church complex, and a paved parking lot. The structures which currently occupy the site range between one and three stories in height. The site’s grade is relatively level, with no pronounced highs or lows. Vegetation at the site consists of abundant mature trees, grass lawns, bushes and shrubs, contained in manicured landscaped areas. -
3-8 Geologic-Seismic
Environmental Evaluation 3-8 GEOLOGIC-SEISMIC Changes Since the Draft EIS/EIR Subsequent to the release of the Draft EIS/EIR in April 2004, the Gold Line Phase II project has undergone several updates: Name Change: To avoid confusion expressed about the terminology used in the Draft EIS/EIR (e.g., Phase I; Phase II, Segments 1 and 2), the proposed project is referred to in the Final EIS/EIR as the Gold Line Foothill Extension. Selection of a Locally Preferred Alternative and Updated Project Definition: Following the release of the Draft EIS/EIR, the public comment period, and input from the cities along the alignment, the Construction Authority Board approved a Locally Preferred Alternative (LPA) in August 2004. This LPA included the Triple Track Alternative (2 LRT and 1 freight track) that was defined and evaluated in the Draft EIS/EIR, a station in each city, and the location of the Maintenance and Operations Facility. Segment 1 was changed to extend eastward to Azusa. A Project Definition Report (PDR) was prepared to define refined station and parking lot locations, grade crossings and two rail grade separations, and traction power substation locations. The Final EIS/EIR and engineering work that support the Final EIS/EIR are based on the project as identified in the Final PDR (March 2005), with the following modifications. Following the PDR, the Construction Authority Board approved a Revised LPA in June 2005. Between March and August 2005, station options in Arcadia and Claremont were added. Changes in the Discussions: To make the Final EIS/EIR more reader-friendly, the following format and text changes have been made: Discussion of a Transportation Systems Management (TSM) Alternative has been deleted since the LPA decision in August 2004 eliminated it as a potential preferred alternative. -
The Research Results Described in the Following Summaries Were Submitted by the Investigators on May 10, 1984 and Cover the 6-Mo
The research results described in the following summaries were submitted by the investigators on May 10, 1984 and cover the 6-months period from October 1, 1983 through May 1, 1984. These reports include both work performed under contracts administered by the Geological Survey and work by members of the Geological Survey. The report summaries are grouped into the three major elements of the National Earthquake Hazards Reduction Program. Open File Report No. 84-628 This report has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Parts of it were prepared under contract to the U.S. Geological Survey and the opinions and conclusions expressed herein do not necessarily represent those of the USGS. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS. The data and interpretations in these progress reports may be reevaluated by the investigators upon completion of the research. Readers who wish to cite findings described herein should confirm their accuracy with the author. UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY SUMMARIES OF TECHNICAL REPORTS, VOLUME XVIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM Compiled by Muriel L. Jacobson Thelraa R. Rodriguez CONTENTS Earthquake Hazards Reduction Program Page I. Recent Tectonics and Earthquake Potential (T) Determine the tectonic framework and earthquake potential of U.S. seismogenic zones with significant hazard potential. Objective T-1. Regional seismic monitoring........................ 1 Objective T-2. Source zone characteristics Identify and map active crustal faults, using geophysical and geological data to interpret the structure and geometry of seismogenic zones. -
The L.A. Earthquake Sourcebook
THE L.A. EARTHQUAKE SOURCEBOOK Produced by Richard Koshalek and Mariana Amatullo 2/3 Copyright © 2008 Designmatters at Southern California earthquake maps reprinted Art Center College of Design. courtesy of the U. S. Geological Survey. Excerpt from All rights reserved. ISBN 978-0-9618705-0-8 “Los Angeles Days” reprinted with the permission of Simon and Schuster Adult Publishing Group from Design: Sagmeister Inc., NYC After Henry by Joan Didion. Copyright © 1992 by Managing Editor: Gloria Gerace Joan Didion. All rights reserved. Pp. 97–100 from Ask Editor: Alex Carswell The Dust by John Fante. Copyright © 1980 by John Printer: Capital Offset Co. Fante. Reprinted by permission of HarperCollins Publishers. Excerpt from As I Remember by Arnold Genthe. Copyright © 1936 by Reynal & Hitchcock. Reprinted by permission of Ayer Company Publishers. “When Mother Nature Visits Southern California” by David Hernandez, 1998, used by permission of the author. Excerpt from “Assembling California” from Annals of the Former World by John McPhee. Copyright © 1998 by John McPhee. Reprinted by permission of Farrar, Straus and Giroux, LLC. Excerpt from “Folklore of Earthquakes” from Fool’s Paradise: The Carey McWilliams Reader. Reprinted by permission of Harold Ober Associates Incorporated. Copyright © 1933 by Carey McWilliams. First published in American Mercury. “When Living on the Edge Becomes Stark–Naked Reality” originally appeared in the Los Angeles Times. Copyright © 1987 Carolyn See. Used by permission of the author. Excerpt from “The L.A. Quake” © 1994 Lawrence S C C Weschler. Used by permission of the author. The full E essay appeared in the Threepenny Review and is part an NSF+USGS center of Vermeer in Bosnia: Cultural Comedies and Political Tragedies, Pantheon, 2004. -
Abstract the Hazus Challenge
2016 USEIT: Loss Analysis of Earthquake Sequences Sophia Belvoir1, Vianca Severino2, Jenepher Zamora1, Jadson Silva4, Luis Gomez5, Jozi Pearson6, Mark Benthien6, Thomas Jordan6 1Pasadena City College, 2University of Puerto Rico, Mayagüez, 4University of Brazilia, 5Chaffey College, 6University of Southern California ABSTRACT The 2016 Undergraduate Studies in Earthquake Information Technology (USE-IT) intern research program challenged the Hazard and Risk Visualization Team to illustrate threatening and probable multi-event earthquake scenarios in California using ShakeMaps and risk analysis maps. The interns are implementing FEMA’s Hazards United States (HAZUS) software to estimate and visualize the potential losses including physical damage of infrastructure, economic loss, and social impacts of these mul- ti-earthquake sequences. This is the first time multiple events will be analyzed with HAZUS. As a team based project, USEIT interns depend on collaboration with other working groups within the intern program to identify potential earthquake sequences. The Rate-State earthQuake Simulator (RSQSim) was run on a high performance computer (HPC) to generate catalogs of events. Rupture sequences were then selected to be visualized in SCEC-VDO. Earthquake sequences that were seen as most threatening had ShakeMap files created utilizing seismic hazard analysis (OpenSHA) software. Multiple events were combined as single ShakeMaps and imported into HAZUS for analysis. Ground motion values were combined and calculated in two differ- ent ways for multi-event ShakeMaps: 1) by using the greatest value and 2) sum of the squares, where the maps overlap. The greatest value method proves more appropriate for events that are further apart geographically. The sum of the squares method is ideal for events that are closer together. -
Tectonic Geomorphology of the Santa Ana Mountains
Final Technical Report ACTIVE DEFORMATION AND EARTHQUAKE POTENTIAL OF THE SOUTHERN LOS ANGELES BASIN, ORANGE COUNTY, CALIFORNIA Award Number: 01HQGR0117 Recipient’s name: University of California - Irvine Sponsored Projects Administration 160 Administration Building, Univ. of CA - Irvine Irvine, CA 92697-1875 Principal investigator: Lisa B. Grant, Ph.D. Department of Environmental Analysis & Design 262 Social Ecology 1 University of California Irvine, CA 92697-7070 Program element: Research on earthquake occurrence and effects Research supported by the U.S. Geological Survey (USGS), Department of the Interior, under USGS award number 01HQGR0117. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied, of the U.S. Government. p. 1 Award number: 01HQGR0117 ACTIVE DEFORMATION AND EARTHQUAKE POTENTIAL OF THE SOUTHERN LOS ANGELES BASIN, ORANGE COUNTY, CALIFORNIA Eldon M. Gath, University of California, Irvine, 143 Social Ecology I, Irvine, CA, 92697-7070; tel: 949-824-5382, fax: 949-824-2056, email: [email protected] Eric E. Runnerstrom, University of California, Irvine, 143 Social Ecology I, Irvine, CA, 92697- 7070; tel: 949-824-5382, fax: 949-824-2056, email: [email protected] Lisa B. Grant (P.I.), University of California, Irvine, 262 Social Ecology I, Irvine, CA, 92697- 7070; tel: 949-824-5491, fax: 949-824-2056, email: [email protected] TECHNICAL ABSTRACT The Santa Ana Mountains (SAM) are a 1.7 km high mountain range that form the southeastern boundary of the Los Angeles basin between Orange and Riverside counties in southern California. The SAM have three well developed erosional surfaces preserved on them, as well as a suite of four fluvial fill terraces preserved in Santiago Creek, which is a drainage trapped between the uplifting SAM and a parallel Loma Ridge. -
Compiled by Muriel L. Jacobson
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM, SUMMARIES OF TECHNICAL REPORTS VOLUME XXVIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM Compiled by Muriel L. Jacobson The research results described in the following summaries were submitted by the investigators on May 14, 1989 and cover the period from October 1, 1988 through April 1, 1989. These reports include both work performed under contracts administered by the Geological Survey and work by members of the Geological Survey. The report summaries are grouped into the five major elements of the National Earthquake Hazards Reduction Program. Open File Report No. 89-453 This report has not been reviewed for conformity with U.S. Geological Survey editorial standards or with the North American Stratigraphic Code. Parts of it were pre pared under contract to the U.S. Geological Survey and the opinions and conclusions expressed herein do not necess arily represent those of the USGS. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. The data and interpretations in these progress reports may be reevaluated by the investigators upon completion of the research. Readers who wish to cite findings described herein should confirm their accuracy with the author. CONTENTS Earthquake Hazards Reduction Program Page ELEMENT I - Recent Tectonics and Earthquake Potential Determine the tectonic framework and earthquake potential of U.S. seismogenic zones with significant hazard potential Objective (1-1); Regional seismic monitoring.................... 1 Objective (1-2): Source zone characteristics Identify and map active crustal faults, using geophysical and geological data to interpret the structure and geometry of seismogenic zones. -
10066 Report.Pdf
Subsurface Evidence for the Puente Hills and Compton-Los Alamitos Faults in South-Central Los Angeles 2010 SCEC Annual Report Project # 10066 Robert S. Yeats and Danielle Verdugo Earth Consultants International 1642 E. 4th Street, Santa Ana, CA 92701 Abstract We analyzed well data in the vicinity of a deep exploration campaign in 1973-1975 by American Petrofina Exploration Co. to a maximum depth of 6,477 m (American Petrofina Core Hole 1), twice the depth of data from multichannel seismic profiles used in previous studies. The deeper control of the Compton-Los Alamitos (CLA) and Puente Hills reverse faults based on these wells provides evidence of reverse faulting based on repetition of strata on electric logs, abrupt changes of dipmeter-based attitudes, and offset of events on seismic profiles following Avalon Boulevard and Vermont Avenue. Structure contours on the Puente Hills fault are straightforward, whereas contours on the CLA fault are more complex. The presence of faulting at depth leads to the conclusion that the CLA and Puente Hills reverse faults change upward into fault-propagation folds rather than fault-bend folds. The CLA fault marks the northeastern boundary of a broad anticline, called here the Central Uplift anticline, cut along its crest by the right-lateral strike-slip Potrero fault in the vicinity of our study. Structure contours at depth confirm the observations of others that the CLA fault swings westward and steepens in dip toward the NIFZ south of Inglewood oil field. The presence of reverse- fault-plane solutions along the northern NIFZ and evidence for uplift along the CLA fault east of Long Beach and Seal Beach oil fields during the 1933 Long Beach earthquake support an interpretation of faulting along the Newport- Inglewood trend related to strain partitioning, indicating that the NIFZ might generate a Coalinga-type reverse fault as well as a strike-slip event similar to the 1933 earthquake.