Active Faults in the Los Angeles Metropolitan Region Southern California Earthquake Center Group C*
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Slip Rate of the Western Garlock Fault, at Clark Wash, Near Lone Tree Canyon, Mojave Desert, California
Slip rate of the western Garlock fault, at Clark Wash, near Lone Tree Canyon, Mojave Desert, California Sally F. McGill1†, Stephen G. Wells2, Sarah K. Fortner3*, Heidi Anderson Kuzma1**, John D. McGill4 1Department of Geological Sciences, California State University, San Bernardino, 5500 University Parkway, San Bernardino, California 92407-2397, USA 2Desert Research Institute, PO Box 60220, Reno, Nevada 89506-0220, USA 3Department of Geology and Geophysics, University of Wisconsin-Madison, 1215 W Dayton St., Madison, Wisconsin 53706, USA 4Department of Physics, California State University, San Bernardino, 5500 University Parkway, San Bernardino, California 92407-2397, USA *Now at School of Earth Sciences, The Ohio State University, 275 Mendenhall Laboratory, 125 S. Oval Mall, Columbus, Ohio 43210, USA **Now at Department of Civil and Environmental Engineering, 760 Davis Hall, University of California, Berkeley, California, 94720-1710, USA ABSTRACT than rates inferred from geodetic data. The ously published slip-rate estimates from a simi- high rate of motion on the western Garlock lar time period along the central section of the The precise tectonic role of the left-lateral fault is most consistent with a model in which fault (Clark and Lajoie, 1974; McGill and Sieh, Garlock fault in southern California has the western Garlock fault acts as a conju- 1993). This allows us to assess how the slip rate been controversial. Three proposed tectonic gate shear to the San Andreas fault. Other changes as a function of distance along strike. models yield signifi cantly different predic- mechanisms, involving extension north of the Our results also fi ll an important temporal niche tions for the slip rate, history, orientation, Garlock fault and block rotation at the east- between slip rates estimated at geodetic time and total bedrock offset as a function of dis- ern end of the fault may be relevant to the scales (past decade or two) and fault motions tance along strike. -
Structure Preliminary Geotechnical Report
I NITIAL S TUDY/MITIGATED N EGATIVE D ECLARATION Y ORBA L INDA B OULEVARD W IDENING I MPROVEMENTS P ROJECT S EPTEMBER 2020 Y ORBA L INDA, C ALIFORNIA APPENDIX F STRUCTURE PRELIMINARY GEOTECHNICAL REPORT P:\HNT1901.02 - Yorba Linda\Draft ISMND\Draft ISMND_Yorba Linda Blvd Widening Improvements Project_9.18.20.docx «09/18/20» Y ORBA L INDA B OULEVARD W IDENING I MPROVEMENTS P ROJECT I NITIAL S TUDY/MITIGATED N EGATIVE D ECLARATION Y ORBA L INDA, C ALIFORNIA S EPTEMBER 2020 This page intentionally left blank P:\HNT1901.02 - Yorba Linda\Draft ISMND\Draft ISMND_Yorba Linda Blvd Widening Improvements Project_9.18.20.docx «09/18/20» Earth Mechanics, Inc. Geotechnical & Earthquake Engineering November 13, 2019 EMI Project No. 19-143 HNTB 200 E. Sandpointe Avenue, Suite 200 Santa Ana, California 92707 Attention: Mr. Patrick Somerville Subject: Structure Preliminary Geotechnical Report Yorba Linda Blvd Bridge over Santa Ana River (Widen), Bridge No. 55C-0509 Yorba Linda Boulevard and Savi Ranch Parkway Widening Project City of Yorba Linda, California Dear Mr. Somerville: Attached is our Structure Preliminary Geotechnical Report (SPGR) for the proposed widening of the Yorba Linda Boulevard Bridge over the Santa Ana River (Bridge No. 55C-0509) in the City of Yorba Linda, California. The bridge widening is part of the Yorba Linda Boulevard and Savi Ranch Parkway Widening Project. This report was prepared to support the Project Approval and Environmental Document (PA-ED) phase of the project. The SPGR includes information required by the 2017 California Department of Transportation (Caltrans) Foundation Reports for Bridges document. -
Drainage in Los Angeles
•Ballona Creek Watershed• Drainage in Los Angeles Alice Wang The University of Texas at Austin Environmental and Water Resources Engineering GIS CE 394K | Fall 2016 | Dr. Maidment Drainage in Los Angeles: Ballona Creek Watershed Table of Contents LIST OF FIGURES 3 LIST OF TABLES 3 LIST OF EQUATIONS 4 INTRODUCTION 5 PROJECT SCOPE 5 OBJECTIVES 5 WATERSHED BACKGROUND 5 WATERSHED OVERVIEW 5 URBANIZATION IMPACTS 6 METHODOLOGY 9 RESULTS AND ANALYSIS 9 NATIONAL WATER MODEL FORECAST 17 CONCLUSION 22 FUTURE WORK 22 REFERENCES 24 2 Drainage in Los Angeles: Ballona Creek Watershed List of Figures Figure 1. Ballona Creek Watershed Street Map View from LADPW ............................................................ 6 Figure 2. Pre-Development and Post-Development of Ballona Creek watershed (Braa et al., 2001) ......... 7 Figure 3. Conceptual water balance applicable to pre and post development of a given watershed ........ 7 Figure 4. Ballona Creek Channel from Aerial View ...................................................................................... 8 Figure 5. Land use distribution in Ballona Creeek watershed .................................................................... 10 Figure 6. ArcGis Pro Ballona Creek Watershed map of landcover ............................................................. 11 Figure 7. ArcGis Pro Ballona Creek Watershed Map of Landcover and NHDPlusV2 .................................. 12 Figure 8. Ballona Creek Watershed map with channelized tributaries from CA Waterboards ................. 12 Figure 9. ArcGIS -
Tectonic Influences on the Spatial and Temporal Evolution of the Walker Lane: an Incipient Transform Fault Along the Evolving Pacific – North American Plate Boundary
Arizona Geological Society Digest 22 2008 Tectonic influences on the spatial and temporal evolution of the Walker Lane: An incipient transform fault along the evolving Pacific – North American plate boundary James E. Faulds and Christopher D. Henry Nevada Bureau of Mines and Geology, University of Nevada, Reno, Nevada, 89557, USA ABSTRACT Since ~30 Ma, western North America has been evolving from an Andean type mar- gin to a dextral transform boundary. Transform growth has been marked by retreat of magmatic arcs, gravitational collapse of orogenic highlands, and periodic inland steps of the San Andreas fault system. In the western Great Basin, a system of dextral faults, known as the Walker Lane (WL) in the north and eastern California shear zone (ECSZ) in the south, currently accommodates ~20% of the Pacific – North America dextral motion. In contrast to the continuous 1100-km-long San Andreas system, discontinuous dextral faults with relatively short lengths (<10-250 km) characterize the WL-ECSZ. Cumulative dextral displacement across the WL-ECSZ generally decreases northward from ≥60 km in southern and east-central California, to ~25 km in northwest Nevada, to negligible in northeast California. GPS geodetic strain rates average ~10 mm/yr across the WL-ECSZ in the western Great Basin but are much less in the eastern WL near Las Vegas (<2 mm/ yr) and along the northwest terminus in northeast California (~2.5 mm/yr). The spatial and temporal evolution of the WL-ECSZ is closely linked to major plate boundary events along the San Andreas fault system. For example, the early Miocene elimination of microplates along the southern California coast, southward steps in the Rivera triple junction at 19-16 Ma and 13 Ma, and an increase in relative plate motions ~12 Ma collectively induced the first major episode of deformation in the WL-ECSZ, which began ~13 Ma along the N60°W-trending Las Vegas Valley shear zone. -
FAD. See First Appearance Datum Fagaloa Trend, 330759 Faial, 33, 820505 Faial Island, Basalt, Alkali, 820453, 820454, 820455
346 FAD F Africa W, 360043, 360101, 361003 glauconite, authigenic, 710361 FAD. See first appearance datum alteration, 711003 gypsum, authigenic, 710361 Fagaloa trend, 330759 Angola Basin, evolution, geologic, 750530 heat flow, 710299, 710302 Faial, 33, 820505 anoxia, global, evidence against, 801003 thermal conductivity, 710300 Faial Island, basalt, alkali, 820453, 820454, Antarctica, 361051 humic acid, 711048 820455 geochemistry, 711011 chemistry, 711045 fairchildite, clay minerals, hydrothermal aromatic fraction, 711008 kerogen, 711048, 711049 mounds, 700225 Atlantic Ocean, Cretaceous, 750820 organic matter, 711045 Fairway Ridge, 901339 Atlantic Ocean S shale, black, 711049 Lansdowne Bank, Neogene sequence, 901339 Cretaceous, 720981, 720982 humic compounds, 711006 Faisi, 160663 hiatuses, 391099, 391101, 391104 carbon, organic, 711006 Falcon E, 040592 Mesozoic, 751035, 751040, 751041 mudstone, black, 711006 Falcon Formations, 040597 Atlantic Ocean SW poor yield, 711006 Falconara, Sicily, 42A0777 basin, evolution, 360993, 360994, 360996, hydrocarbon, 711033 Falkland Escarpment, 360966, 710021, 710285 360998, 360999, 361000, 361001, 361002, carbon, organic, 711033 Falkland Fracture Zone, 360008, 360027, 361004, 361005, 361006, 361007, 361008, hydrocarbon, C,-C7, 711033 360100, 360101, 360259, 360494, 360538, 361009 hydrocarbon, light, 711033 360962, 361004, 710302, 710470, 710830, paleoenvironment, 710320, 710321, 710328 kerogen, 711033 720017, 730791, 750479 sediments, 711001 low molecular weight, 711033, 711034 Atlantic Ocean S authigenic -
Phase Ii Environmental Site Assessment
PHASE II ENVIRONMENTAL SITE ASSESSMENT Proposed Science and Technology Center Beverly Hills High School 241 Moreno Drive Beverly Hills, California 90212 Prepared for: Beverly Hills Unified School District c/o The JCM Group 255 South Lasky Drive Beverly Hills, California 90212 Attention: Howard Weissberger Prepared by: UltraSystems Environmental 100 Pacifica, Suite 250 Irvine, CA 92618 July 2004 PROJECT NO. 5083 PROFESSIONAL CERTIFICATION PHASE II ENVIRONMENTAL SITE ASSESSMENT Proposed Science and Technology Center Beverly Hills High School 241 Moreno Drive Beverly Hills, California 90212 This document was prepared by: July 2, 2004 Signature Date Dan Herlihy Registered Geologist No. 4388 Certified Hydrogeologist No. 108 Certified Engineering Geologist No. 1378 Registered Environmental Assessor No. REA-00224 This document was reviewed and approved by: July 2, 2004 Signature Date Betsy Lindsay President/CEO STATEMENT OF LIMITATIONS The services described in this document were performed in a manner consistent with the agreement with the client and in accordance with generally accepted professional consulting principles and practices. Opinions and recommendations contained in this document apply to conditions existing at certain locations when services were performed and are intended only for the specific purposes, locations, time frames, and project parameters indicated. We cannot be responsible for the impact of any changes in environmental standards, practices, or regulations after performance of services. Any use or modification of this document by a third party is expressly prohibited without a written, specific authorization from the client and author(s). Such authorization will require a signed waiver and release agreement. This document is issued with the understanding that the client, the property owner, or its representative is responsible for ensuring that the information, conclusions and recommendations contained herein are brought to the attention of the appropriate regulatory agencies, as required. -
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. -
Long-Term Fault Slip Rates, Distributed Deformation Rates, and Forecast Of
1 Long-term fault slip rates, distributed deformation rates, and forecast of seismicity 2 in the western United States from joint fitting of community geologic, geodetic, 3 and stress-direction datasets 4 Peter Bird 5 Department of Earth and Space Sciences 6 University of California 7 Los Angeles, CA 90095-1567 8 [email protected] 9 Second revision of 2009.07.08 for J. Geophys. Res. (Solid Earth) 10 ABSTRACT. The long-term-average velocity field of the western United States is computed 11 with a kinematic finite-element code. Community datasets include fault traces, geologic offset 12 rates, geodetic velocities, principal stress directions, and Euler poles. There is an irreducible 13 minimum amount of distributed permanent deformation, which accommodates 1/3 of Pacific- 14 North America relative motion in California. Much of this may be due to slip on faults not 15 included in the model. All datasets are fit at a common RMS level of 1.8 datum standard 16 deviations. Experiments with alternate weights, fault sets, and Euler poles define a suite of 17 acceptable community models. In pseudo-prospective tests, fault offset rates are compared to 18 126 additional published rates not used in the computation: 44% are consistent; another 48% 19 have discrepancies under 1 mm/a, and 8% have larger discrepancies. Updated models are then 20 computed. Novel predictions include: dextral slip at 2~3 mm/a in the Brothers fault zone, two 21 alternative solutions for the Mendocino triple junction, slower slip on some trains of the San 22 Andreas fault than in recent hazard models, and clockwise rotation of some domains in the 23 Eastern California shear zone. -
The History of Valentine Camp by Mary Farrell
History of Valentine Camp Mary M. Farrell Trans-Sierran Archaeological Research P.O. Box 840 Lone Pine, CA 93545 November 7, 2015 Prepared for Valentine Eastern Sierra Reserve University of California, Santa Barbara, Natural Reserve System Sierra Nevada Aquatic Research Laboratory 1016 Mt. Morrison Road Mammoth Lakes, CA 93546 Abstract Located in Mammoth Lakes, California, Valentine Camp and the nearby Sierra Nevada Aquatic Research Laboratory form the Valentine Eastern Sierra Reserve, a field research station in the University of California's Natural Reserve System. The University’s tenure at Valentine Camp began over 40 years ago, but the area’s history goes back thousands of years. Before the arrival of Euroamericans in the nineteenth century, the region was home to Paiutes and other Native American tribes. Land just east of Valentine Camp was surveyed under contract with the United States government in 1856, and mineral deposits in the mountains just west of Valentine Camp brought hundreds of miners to the vicinity in the last decades of the nineteenth century. Even as mining in the region waned, grazing increased. The land that became Valentine Camp was patented in 1897 by Thomas Williams, a rancher and capitalist who lived in Owens Valley. It was Williams’s son, also Thomas, who sold the 160 acres to Valentine Camp’s founders. Those founders were very wealthy, very influential men in southern California who could have, and did, vacation wherever they wanted. Anyone familiar with the natural beauty of Mammoth Lakes would not be surprised that they chose to spend time at Valentine Camp. Valentine Camp was donated to the University of California Natural Land and Water Reserve System (now the Natural Reserve System) in 1972 to ensure the land’s continued protection. -
The Oil Fields of the Los Angeles Basin Westside to Downtown
The Oil Fields of the Los Angeles Basin Westside to Downtown 5 4 8 1 3 6 9 2 10 7 The area extending from the 405 freeway to downtown is the most urbanized oil field in the nation. The region, spanning 13 miles, overlies a chain of 11 oil fields, where more than two million barrels of oil are extracted annually, from wells that are hidden within the urban fabric. It is here that the industry has evolved some of the most unusual characteristics of blending into a changing land, a sort of industrial disappearing act. 1 Sawtelle Oil Field Sawtelle Oil Field is accessed through just one surface site, located next to the 405 freeway, on the grounds of the Veterans surface seeps, such as those at the La Brea Tar Pits, led to its early development, in 1903. At its production peak in 1908, it Administration campus on the west side of Los Angeles. 178,000 barrels of oil were produced here in 2008, through 18 active produced 4.5 million barrels of oil. Its output is now small (just over 50,000 barrels per year), and instead of being covered in wells on site, some as deep as two miles down. The Brietburn Energy Company, a company that specializes in working the hundreds of derricks, is accessed nearly invisibly through a multiple, directional well location, behind a fence, on the west side urban fields of Los Angeles, purchased the site in 2007. of the Beverly Center mall. 2 Cheviot Hills Oil Field 6 South Salt Lake Oil Field The oil in the Cheviot Hills Field is accessed through well sites located on two separate golf courses, the Rancho Park Golf This is a small field south of the Salt Lake Field, with no active wells on top of it. -
UNIVERSITY of CALIFORNIA Los Angeles Southern California
UNIVERSITY OF CALIFORNIA Los Angeles Southern California Climate and Vegetation Over the Past 125,000 Years from Lake Sequences in the San Bernardino Mountains A dissertation submitted in partial satisfaction of the requirements for the degree of Doctor of Philosophy in Geography by Katherine Colby Glover 2016 © Copyright by Katherine Colby Glover 2016 ABSTRACT OF THE DISSERTATION Southern California Climate and Vegetation Over the Past 125,000 Years from Lake Sequences in the San Bernardino Mountains by Katherine Colby Glover Doctor of Philosophy in Geography University of California, Los Angeles, 2016 Professor Glen Michael MacDonald, Chair Long sediment records from offshore and terrestrial basins in California show a history of vegetation and climatic change since the last interglacial (130,000 years BP). Vegetation sensitive to temperature and hydroclimatic change tended to be basin-specific, though the expansion of shrubs and herbs universally signalled arid conditions, and landscpe conversion to steppe. Multi-proxy analyses were conducted on two cores from the Big Bear Valley in the San Bernardino Mountains to reconstruct a 125,000-year history for alpine southern California, at the transition between mediterranean alpine forest and Mojave desert. Age control was based upon radiocarbon and luminescence dating. Loss-on-ignition, magnetic susceptibility, grain size, x-ray fluorescence, pollen, biogenic silica, and charcoal analyses showed that the paleoclimate of the San Bernardino Mountains was highly subject to globally pervasive forcing mechanisms that register in northern hemispheric oceans. Primary productivity in Baldwin Lake during most of its ii history showed a strong correlation to historic fluctuations in local summer solar radiation values. -
Hydrology and Water Quality Modeling of the Santa Monica Bay Watershed
JULY 2009 19. Hydrology and Water Quality Modeling of the Santa Monica Bay Watershed Jingfen Sheng John P. Wilson Acknowledgements: Financial support for this work was provided by the San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy, as part of the “Green Visions Plan for 21st Century Southern California” Project. The authors thank Jennifer Wolch for her comments and edits on this paper. The authors would also like to thank Eric Stein, Drew Ackerman, Ken Hoffman, Wing Tam, and Betty Dong for their timely advice and encouragement. Prepared for: San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy 100 N. Old San Gabriel Canyon Road Azusa, CA 91702. Preferred Citation: Sheng, J., and Wilson, J.P., 2009. The Green Visions Plan for 21st Century Southern California: 18, Hydrology and Water Quality Modeling for the Santa Monica Bay Watershed. University of Southern California GIS Research Laboratory, Los Angeles, California. This report was printed on recycled paper. The mission of the Green Visions Plan for 21st Century Southern California is to offer a guide to habitat conservation, watershed health and recreational open space for the Los Angeles metropolitan region. The Plan will also provide decision support tools to nurture a living green matrix for southern California. Our goals are to protect and restore natural areas, restore natural hydrological function, promote equitable access to open space, and maximize support via multiple-use facilities. The Plan is a joint venture between the University of Southern California and the San Gabriel and lower Los Angeles Rivers and Mountains Conservancy, Santa Monica Mountains Conservancy, Coastal Conservancy, and Baldwin Hills Conservancy.