Inferences Drawn from Two Decades of Alinement Array Measurements of Creep on Faults in the San Francisco Bay Region by Jon S
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Introduction San Andreas Fault: an Overview
Introduction This volume is a general geology field guide to the San Andreas Fault in the San Francisco Bay Area. The first section provides a brief overview of the San Andreas Fault in context to regional California geology, the Bay Area, and earthquake history with emphasis of the section of the fault that ruptured in the Great San Francisco Earthquake of 1906. This first section also contains information useful for discussion and making field observations associated with fault- related landforms, landslides and mass-wasting features, and the plant ecology in the study region. The second section contains field trips and recommended hikes on public lands in the Santa Cruz Mountains, along the San Mateo Coast, and at Point Reyes National Seashore. These trips provide access to the San Andreas Fault and associated faults, and to significant rock exposures and landforms in the vicinity. Note that more stops are provided in each of the sections than might be possible to visit in a day. The extra material is intended to provide optional choices to visit in a region with a wealth of natural resources, and to support discussions and provide information about additional field exploration in the Santa Cruz Mountains region. An early version of the guidebook was used in conjunction with the Pacific SEPM 2004 Fall Field Trip. Selected references provide a more technical and exhaustive overview of the fault system and geology in this field area; for instance, see USGS Professional Paper 1550-E (Wells, 2004). San Andreas Fault: An Overview The catastrophe caused by the 1906 earthquake in the San Francisco region started the study of earthquakes and California geology in earnest. -
2016 Hayward Local Hazard Mitigation Plan
EARTHQUAKE SEA LEVEL RISE FLOOD DROUGHT CLIMATE CHANGE LANDSLIDE HAZARDOUS WILDFIRE TSUNAMI MATERIALS LOCAL HAZARD MITIGATION PLAN 2 016 CITY OF heart of the bay TABLE OF CONTENTS TABLE OF FIGURES ......................................................................................................................... 4 TABLE OF TABLES .......................................................................................................................... 4 EXECUTIVE SUMMARY 5 RISK ASSESSMENT & ASSET EXPOSURE ......................................................................................... 6 EARTHQUAKE ................................................................................................................................. 6 FIRE ............................................................................................................................................... 6 LANDSLIDE ..................................................................................................................................... 6 FLOOD, TSUNAMI, AND SEA LEVEL RISE .......................................................................................... 6 DROUGHT ....................................................................................................................................... 6 HAZARDOUS MATERIALS ................................................................................................................. 7 MITIGATION STRATEGIES ............................................................................................................... -
Seismogeodesy of the 2014 Mw6.1 Napa Earthquake
PUBLICATIONS Journal of Geophysical Research: Solid Earth RESEARCH ARTICLE Seismogeodesy of the 2014 Mw6.1 Napa earthquake, 10.1002/2015JB011921 California: Rapid response and modeling of fast Key Points: rupture on a dipping strike-slip fault • Seismogeodetic data can provide rapid earthquake models Diego Melgar1, Jianghui Geng2, Brendan W. Crowell3, Jennifer S. Haase2, Yehuda Bock2, • Rupture is fast on a dipping strike 4 1 slip fault William C. Hammond , and Richard M. Allen • The surface trace is likely not the 1 2 extension of the fault plane Seismological Laboratory, University of California, Berkeley, California, USA, Cecil H. and Ida M. Green Institute of Geophysics and Planetary Physics, Scripps Institution of Oceanography, University of California San Diego, La Jolla, California, USA, 3Department of Earth and Space Sciences, University of Washington, Seattle, Washington, USA, 4Nevada Supporting Information: Geodetic Laboratory, University of Nevada, Reno, Reno, Nevada, USA • Text S1 and Figures S1–S10 • Animation S1 Abstract Real-time high-rate geodetic data have been shown to be useful for rapid earthquake response Correspondence to: D. Melgar, systems during medium to large events. The 2014 Mw6.1 Napa, California earthquake is important because it [email protected] provides an opportunity to study an event at the lower threshold of what can be detected with GPS. We show the results of GPS-only earthquake source products such as peak ground displacement magnitude scaling, Citation: centroid moment tensor (CMT) solution, and static slip inversion. We also highlight the retrospective real-time Melgar, D., J. Geng, B. W. Crowell, combination of GPS and strong motion data to produce seismogeodetic waveforms that have higher precision J. -
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). -
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). -
Fault-Rupture Hazard Zones in California
SPECIAL PUBLICATION 42 Interim Revision 2007 FAULT-RUPTURE HAZARD ZONES IN CALIFORNIA Alquist-Priolo Earthquake Fault Zoning Act 1 with Index to Earthquake Fault Zones Maps 1 Name changed from Special Studies Zones January 1, 1994 DEPARTMENT OF CONSERVATION California Geological Survey STATE OF CALIFORNIA ARNOLD SCHWARZENEGGER GOVERNOR THE RESOURCES AGENCY DEPARTMENT OF CONSERVATION MIKE CHRISMAN BRIDGETT LUTHER SECRETARY FOR RESOURCES DIRECTOR CALIFORNIA GEOLOGICAL SURVEY JOHN G. PARRISH, PH.D. STATE GEOLOGIST SPECIAL PUBLICATION 42 FAULT-RUPTURE HAZARD ZONES IN CALIFORNIA Alquist-Priolo Earthquake Fault Zoning Act With Index to Earthquake Fault Zones Maps by WILLIAM A. BRYANT and EARL W. HART Geologists Interim Revision 2007 California Department of Conservation California Geological Survey 801 K Street, MS 12-31 Sacramento, California 95814 PREFACE The purpose of the Alquist-Priolo Earthquake Fault Zoning Act is to regulate development near active faults so as to mitigate the hazard of surface fault rupture. This report summarizes the various responsibilities under the Act and details the actions taken by the State Geologist and his staff to implement the Act. This is the eleventh revision of Special Publication 42, which was first issued in December 1973 as an “Index to Maps of Special Studies Zones.” A text was added in 1975 and subsequent revisions were made in 1976, 1977, 1980, 1985, 1988, 1990, 1992, 1994, and 1997. The 2007 revision is an interim version, available in electronic format only, that has been updated to reflect changes in the index map and listing of additional affected cities. In response to requests from various users of Alquist-Priolo maps and reports, several digital products are now available, including digital raster graphic (pdf) and Geographic Information System (GIS) files of the Earthquake Fault Zones maps, and digital files of Fault Evaluation Reports and site reports submitted to the California Geological Survey in compliance with the Alquist-Priolo Act (see Appendix E). -
I Final Technical Report United States Geological Survey National
Final Technical Report United States Geological Survey National Earthquake Hazards Reduction Program - External Research Grants Award Number 08HQGR0140 Third Conference on Earthquake Hazards in the Eastern San Francisco Bay Area: Science, Hazard, Engineering and Risk Conference Dates: October 22nd-26th, 2008 Location: California State University, East Bay Principal Investigator: Mitchell S. Craig Department of Earth and Environmental Sciences California State University, East Bay Submitted March 2010 Summary The Third Conference on Earthquake Hazards in the Eastern San Francisco Bay Area was held October 22nd-26th, 2008 at California State University, East Bay. The conference included three days of technical presentations attended by over 200 participants, a public forum, two days of field trips, and a one-day teacher training workshop. Over 100 technical presentations were given, including oral and poster presentations. A printed volume containing the conference program and abstracts of presentations (attached) was provided to attendees. Participants included research scientists, consultants, emergency response personnel, and lifeline agency engineers. The conference provided a rare opportunity for professionals from a wide variety of disciplines to meet and discuss common strategies to address region-specific seismic hazards. The conference provided participants with a comprehensive overview of the vast amount of new research that has been conducted and new methods that have been employed in the study of East Bay earthquake hazards since the last East Bay Earthquake Conference was held in 1992. Topics of presentations included seismic and geodetic monitoring of faults, trench-based fault studies, probabilistic seismic risk analysis, earthquake hazard mapping, and models of earthquake rupture, seismic wave propagation, and ground shaking. -
Structural Superposition in Fault Systems Bounding Santa Clara Valley, California
A New Three-Dimensional Look at the Geology, Geophysics, and Hydrology of the Santa Clara (“Silicon”) Valley themed issue Structural superposition bounding Santa Clara Valley Structural superposition in fault systems bounding Santa Clara Valley, California R.W. Graymer, R.G. Stanley, D.A. Ponce, R.C. Jachens, R.W. Simpson, and C.M. Wentworth U.S. Geological Survey, 345 Middlefi eld Road, MS 973, Menlo Park, California 94025, USA ABSTRACT We use the term “structural superposition” to and/or reverse-oblique faults, including the emphasize that younger structural features are Silver Creek Thrust1 (Fig. 3). The reverse and/or Santa Clara Valley is bounded on the on top of older structural features as a result of reverse-oblique faults are generated by a com- southwest and northeast by active strike-slip later tectonic deformation, such that they now bination of regional fault-normal compression and reverse-oblique faults of the San Andreas conceal or obscure the older features. We use the (Page, 1982; Page and Engebretson, 1984) fault system. On both sides of the valley, these term in contrast to structural reactivation, where combined with the restraining left-step transfer faults are superposed on older normal and/or pre existing structures accommodate additional of slip between the central Calaveras fault and right-lateral normal oblique faults. The older deformation, commonly in a different sense the southern Hayward fault (Aydin and Page, faults comprised early components of the San from the original deformation (e.g., a normal 1984; Andrews et al., 1993; Kelson et al., 1993). Andreas fault system as it formed in the wake fault reactivated as a reverse fault), and in con- Approximately two-thirds of present-day right- of the northward passage of the Mendocino trast to structural overprinting, where preexisting lateral slip on the southern part of the Calaveras Triple Junction. -
4.8 Geology, Soils, and Geohazards
4. Environmental Setting, Impacts, Standard Conditions of Approval, and Mitigation Measures 4.8 Geology, Soils, and Geohazards This section describes geologic and seismic conditions in the project vicinity to provide relevant background information of the physical characteristics of the project site with respect to soils and potential geologic hazards. The following information is compiled from geologic maps and reports available from the City of Oakland, the California Geological Survey (CGS; formerly California Division of Mines and Geology), the ABAG, two geotechnical reports prepared by Geomatrix in 2008, and a third geotechnical report prepared by AMEC Geomatrix in 2009. This section identifies any potentially significant geologic impacts and, if necessary, appropriate mitigation measures or standard conditions of approval. Pursuant to the City’s amendment to the Oakland General Plan (City of Oakland, 2005), as well as Section 15358(b) of the CEQA Guidelines, mitigation measures are proposed only to address physical impacts that may result from the project. 4.8.1 Environmental Setting The project site 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. -
Pdf/13/2/269/1000918/269.Pdf 269 by Guest on 24 September 2021 Research Paper
Research Paper THEMED ISSUE: A New Three-Dimensional Look at the Geology, Geophysics, and Hydrology of the Santa Clara (“Silicon”) Valley GEOSPHERE The Evergreen basin and the role of the Silver Creek fault in the San Andreas fault system, San Francisco Bay region, California GEOSPHERE; v. 13, no. 2 R.C. Jachens1, C.M. Wentworth1, R.W. Graymer1, R.A. Williams2, D.A. Ponce1, E.A. Mankinen1, W.J. Stephenson2, and V.E. Langenheim1 doi:10.1130/GES01385.1 1U.S. Geological Survey, 345 Middlefield Road, Menlo Park, California 94025, USA 2U.S. Geological Survey, 1711 Illinois St., Golden, Colorado 80401, USA 9 figures CORRESPONDENCE: zulanger@ usgs .gov ABSTRACT Silver Creek fault has had minor ongoing slip over the past few hundred thou- sand years. Two earthquakes with ~M6 occurred in A.D. 1903 in the vicinity of CITATION: Jachens, R.C., Wentworth, C.M., Gray- The Evergreen basin is a 40-km-long, 8-km-wide Cenozoic sedimentary the Silver Creek fault, but the available information is not sufficient to reliably mer, R.W., Williams, R.A., Ponce, D.A., Mankinen, E.A., Stephenson, W.J., and Langenheim, V.E., 2017, basin that lies mostly concealed beneath the northeastern margin of the identify them as Silver Creek fault events. The Evergreen basin and the role of the Silver Creek Santa Clara Valley near the south end of San Francisco Bay (California, USA). fault in the San Andreas fault system, San Francisco The basin is bounded on the northeast by the strike-slip Hayward fault and Bay region, California: Geosphere, v. -
The Shear Deformation Zone and the Smoothing of 10.1029/2020JB020447 Faults with Displacement Key Points: Clément Perrin1,2 , Felix Waldhauser1 , and Christopher H
RESEARCH ARTICLE The Shear Deformation Zone and the Smoothing of 10.1029/2020JB020447 Faults With Displacement Key Points: Clément Perrin1,2 , Felix Waldhauser1 , and Christopher H. Scholz1 • Across strike distribution of aftershocks of large earthquakes 1Lamont Doherty Earth Observatory, Columbia University, Palisades, NY, USA, 2Laboratoire de Planétologie et describe the width of the shear Géodynamique, Observatoire des Sciences de l’Univers de Nantes Atlantique, UMR6112, UMS3281, Université de deformation zone around large faults • The zone of active shear deformation Nantes, Université d’Angers, CNRS, Nantes, France scales with fault roughness and narrows as a power law with fault displacement Abstract We use high-resolution earthquake locations to characterize the three-dimensional • Earthquake stress drop decreases structure of active faults in California and how it evolves with fault structural maturity. We investigate with fault displacement and hence fault roughness or displacement rate the distribution of aftershocks of several recent large earthquakes that occurred on continental strike slip faults of various structural maturity (i.e. various cumulative fault displacement, length, initiation age and slip rate). Aftershocks define a tabular zone of shear deformation surrounding the mainshock rupture Supporting Information: Supporting Information may be found plane. Comparing this to geological observations, we conclude that this results from the re-activation of in the online version of this article. secondary faults. We observe a rapid fall off of the number of aftershocks at a distance range of 0.06-0.22 km from the main fault surface of mature faults, and 0.6-1.0 km from the fault surface of immature faults. Correspondence to: The total width of the active shear deformation zone surrounding the main fault plane reaches 1.0-2.5 km C. -
Draft Initial Study/ Negative Declaration
DRAFT INITIAL STUDY/ NEGATIVE DECLARATION WATER TREATMENT PLANT IMPROVEMENTS PROJECT MACKERRICHER STATE PARK June 2020 State of California California State Parks Mendocino County ,California TABLE of CONTENTS Chapter/Section Page CHAPTER 1 INTRODUCTION .............................................................................................................................. 5 1.1 Introduction and Regulatory Guidance .............................................................................................. 5 1.2 Lead Agency .......................................................................................................................................... 5 1.3 Purpose and Document Organization ................................................................................................ 6 1.4 Summary of Findings ............................................................................................................................ 7 CHAPTER 2 PROJECT DESCRIPTION ............................................................................................................. 9 2.1 Introduction............................................................................................................................................. 9 2.2 Project Location ..................................................................................................................................... 9 2.3 Background and Need for the Project .............................................................................................. 10