Surface Fault Traces and Historical Earthquake Effects Near Los Alamos Valley, Santa Barbara County, California

Total Page:16

File Type:pdf, Size:1020Kb

Surface Fault Traces and Historical Earthquake Effects Near Los Alamos Valley, Santa Barbara County, California SURFACE FAULT TRACES AND HISTORICAL EARTHQUAKE EFFECTS NEAR LOS ALAMOS VALLEY, SANTA BARBARA COUNTY, CALIFORNIA P.D. Guptill, E.G. Heath, and G.E. Brogan Woodward-Clyde Consultants 4000 West Chapman Avenue Orange, California 92668 USGS CONTRACT NO. 14-08-0001-18255 Supported by the EARTHQUAKE HAZARDS REDUCTION PROGRAM OPEN-FILE NO. 81-271 U.S. Geological Survey OPEN FILE REPORT This report was prepared under contract to the U.S. Geological Survey and has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. 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. SURFACE FAULT TRACES AND HISTORICAL EARTHQUAKE EFFECTS NEAR LOS ALAMOS VALLEY, SANTA BARBARA COUNTY, CALIFORNIA By P. D. Guptill, E. G. Heath/ and G. E. Brogan Woodward-Clyde Consultants 4000 West Chapman Avenue Orange/ California 92668 FINAL TECHNICAL REPORT November 1980 SPONSORED BY THE U.S. GEOLOGICAL SURVEY Contract No.: 14-08-0001-18255 Co-Principal Investigators: George E. Brogan Edward G. Heath Government Technical Officer Gordon W. Greene U.S. Geological Survey 345 Middlefield Road Menlo Park, CA 94025 Effective Date of Contract: 20 June 1979 Contract Expiration Date: 19 October 1980 Amount of Contract: $38/574 Date: 5 November 1980 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. TABLE OF CONTENTS Page TABLE OF CONTENTS LIST OF FIGURES, PLATES, AND TABLES ABSTRACT 1.0 INTRODUCTION ................................. 1 2.0 BACKGROUND INFORMATION ....................... 3 2.1 Location and Setting of Study Area ...... 3 2.2 Seismicity .............................. 4 2.3 Previous Work ........................... 4 3.0 METHODS OF STUDY ............................. 6 4.0 RESULTS OF INVESTIGATION ..................... 9 4.1 Historical Data, 1902 and 1915 Earthquakes ........................ 9 4.1.1 1902 Los Alamos Earthquakes ...... 9 4.1.2 1915 Los Alamos Earthquakes ...... 15 4.2 Stratigraphy ............................ 16 4.2.1 Paso Robles Formation ............ 23 4.2.2 Orcutt Sand ...................... 24 4.2.3 Younger Strath Terrace Deposits .. 25 4.3 Aerial Photographic Fault and Lineament Interpretation ................ 27 4.3.1 Baseline Fault ................... 27 4.3.2 Los Alamos Fault ................. 29 4.3.3 Solomon Canyon Fault ............. 30 4.3.4 Northern Baseline Lineament ...... 30 Page 4.4 Field Mapping and Geomorphic 31 Interpretations ......................... 4.4.1 Baseline Fault ................... 31 4.4.2 Los Alamos Fault ................. 35 4.4.3 Northern Baseline Fault .......... 40 4.5 Trench Excavations ...................... 42 5.0 CONCLUSIONS AND OBSERVATIONS ................. 48 6.0 FUTURE WORK AND RECOMMENDATIONS .............. 52 REFERENCES ........................................ 54 APPENDIX A EARTHQUAKE CATALOG APPENDIX B SOURCES OF HISTORICAL DATA APPENDIX C NEWSPAPER CLIPPINGS, LOS ALAMOS EARTHQUAKES, 1902 AND 1915 APPENDIX D HISTORICAL ACCOUNTS OF LOS ALAMOS EARTHQUAKES (Townley and Alien, 1939) LIST OF FIGURES, PLATES, AND TABLES Page Figures 1 AERIAL PHOTOGRAPHIC LINEAMENT AND FAULT MAP ......................... 2 2 SEISMICITY MAP, 1925 THROUGH DECEMBER 1978 ......................... 5 3 TRENCH AND TEST PIT LOCATION MAP ...... 10 4 LOCATION OF GEOLOGIC EFFECTS FROM 1902 AND 1915 EARTHQUAKES ............. 11 5 PHOTO-GEOMORPHOLOGIC MAP, LOS ALAMOS- BASELINE FAULT TREND (6 sheets) ....... 17-22 6 SCHEMATIC DIAGRAM OF TERRACE SEQUENCE WITH RESPECT TO BASELINE FAULT ........ 33 7 STREAM THALWEG PROFILE, OFFSET ACROSS BASELINE FAULT, CRAWFORD RANCH ....................... 34 8 LOS ALAMOS FAULT SCARP ................ 37 9 TOPOGRAPHIC PROFILE LOCATION MAP, NORTHERN BASELINE FAULT ............... 41 10 TRENCH NO. 1 .......................... 43 11 TRENCH NO. 2 .......................... 44 12 TRENCH NO. 3 .......................... 45 13 TRENCH NO. 1 OFFSET SOIL .............. 47 14 TRENCH NO. 2 OFFSET SOIL .............. 49 15 TRENCH NO. 2 LOW-ANGLE SHEAR SURFACE ......................... 50 Plates (In Pocket) 1 TOPOGRAPHIC PROFILE, NORTHERN BASELINE LINEAMENT LIST OF FIGURES, PLATES, AND TABLES (CONT'D) Plates (cont'd) 2 (Sheet 1) TRENCH LOG, BARHAM RANCH SITE 1, LOS ALAMOS FAULT (Sheet 2) LITHOLOGIC DESCRIPTIONS, BARHAM RANCH, TRENCH 1 (Sheet 1) TRENCH LOG, BARHAM RANCH SITE 2 , LOS ALAMOS FAULT (Sheet 2) LITHOLOGIC DESCRIPTIONS BARHAM RANCH, TRENCH 2 Page Tables 1 GEOLOGIC EFFECTS REPORTED FROM THE 12 JULY 1902 EARTHQUAKES IN LOS ALAMOS AND VICINITY GEOLOGIC EFFECTS REPORTED FROM THE 13 JAN. 1915 EARTHQUAKES IN LOS ALAMOS AND VICINITY APPENDIX A EARTHQUAKE CATALOG PAGE: 1 CAT, DATE TIME(GMT) LAT LONG SL INTEN MAG SM H DIS Q S LOCATION A N D COMMENTS) NO. DAY-MO-YEAR HR-MIN-SEC (MM) (KM)(KM) 1 29 JUN 1925 14s42:16.0 34.300N 119.800W 6.25N' N ORIGINAL DATA SOURCE = GUT LOCAL MAGNITUDE =6.2? SCALE =ML AUTHORITY= PAS 14 JAN 1932 00:51:08.0 34.433N 119.866W 3.00N' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =3.00 SCALE =ML AUTHORITY- PAS 3 30 JAN 1932 00:48:58.0 34.916N 120.733W 3.00N' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EP.TCENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =3.00 SCALE =M AUTHORITY= PAS 4 13 MAR 1932 23:09:23.7 34.433N 120.183W 3.SON' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITB ORIGINAL DATA SOURCE - PAS LOCAL MAGNITUDE « 3.50 SCALE =ML AUTHORITY= PAS I 5 6 APR 1932 22:42:00.0 34.583N 120.750W 3.00N' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =3.00 SCALE -ML AUTHORITY= PAS 6 6 JUN 1933 18:17:33.0 34.283N 119.766W 3.00N' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =3.00 SCALE =ML AUTHORITY^ PAS 7 26 JUN 1933 06:25:42.0 34.333N 119.833W 4.30N' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITD ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE = 4.30 SCALE =ML AUTHORITY^ PAS 8 26 JUN 1933 06:27:52,0 34.333N 119.833U 4.30N' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITD ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =4.30 SCALE =ML AUTHORITY= PAS 9 19 MAY 1934 06:37:00.0 34.583N 120.750W 3.00N' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITD WOODWARD-CLYDE CONSULTANTS 30 OCT 80 PAGE 2 CAT. DATE TIME(GMT) LAT LONG SL INTEN MAG SM H DIS Q S LOCATION AND COMMENTS NO. DAY-MO-YEAR HR-MIN-SEC (MM) (KM)(KM) ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =3.00 SCALE =ML AUTHORITY= PAS 10 24 MAY 1934 06:52:00.0 34.416N 119.750U 2.SON' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE - 2.50 SCALE =ML AUTHORITY- PAS 11 24 MAY 1934 09:04:00.0 34.416N 119.750U 2.SON' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =2.50 SCALE -ML AUTHORITY= PAS 12 25 AUG 1934 18:52:00.0 34.416N 119.750U 2.SON' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE = 2.50 SCALE =ML AUTHORITY--; PAS > 13 17 DEC 1934 11:10:00.0 34.583N 120.333U 4.SON' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITB ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =4.50 SCALE =ML AUTHORITY^ PAS 14 17 DEC 1934 13:51:00.0 34.583N 120.333W 2.SON' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =2.50 SCALE =ML AUTHOR ITY-- PAS 15 17 DEC 1934 15:35:00.0 34.583N 120.333U 2.SON' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =2.50 SCALE =ML AUTHORITY** PAS 16 18 DEC 1934 03:09a00.0 34.583N 120.333U 4.00N' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE =4.00 SCALE =ML AUTHORITY= PAS 17 18 DEC 1934 04:34:00.0 34.583N 120.333U 3.00N' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC UQQDWARD-CLYDE CONSULTANTS 30 OCT 80 PAGE 3 CAT. DATE TIME(GMT) LAT LONG SL INTEN MAG SM H DIS Q S L 0 C A T I 0 N AND C 0 M M E N T S NO. DAY-MO-YEAR HR-MIN-SEC (MM) (KM)(KM) ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE = 3.00 SCALE ='ML AUTHORITY** PAS 18 18 DEC 1934 05:28:00.0 34.583N 120.33314 3.00N' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE = 3,00 SCALE =ML AUTHORITY^ pAg 19 20 DEC 1934 12:37:00.0 34.583N 120.333U 2.SON' 16 P N HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED BY PASADENA QUALITC ORIGINAL DATA SOURCE = PAS LOCAL MAGNITUDE = 2.50 SCALE =ML AUTHORITY= PAS 20 20 DEC 1934 12:39:00.0 34.583N 120.33314 III 3.00N' 16 P N REPORTED FELT INFORMATION HYPOCENTER DEPTH ASSIGNED HYPOCENTER/EPICENTER DETERMINED
Recommended publications
  • PDF Linkchapter
    Index (Italic page numbers indicate major references) Abalone Cove landslide, California, Badger Spring, Nevada, 92, 94 Black Dyke Formation, Nevada, 69, 179, 180, 181, 183 Badwater turtleback, California, 128, 70, 71 abatement districts, California, 180 132 Black Mountain Basalt, California, Abrigo Limestone, Arizona, 34 Bailey ash, California, 221, 223 135 Acropora, 7 Baked Mountain, Alaska, 430 Black Mountains, California, 121, Adams Argillite, Alaska, 459, 462 Baker’s Beach, California, 267, 268 122, 127, 128, 129 Adobe Range, Nevada, 91 Bald Peter, Oregon, 311 Black Point, California, 165 Adobe Valley, California, 163 Balloon thrust fault, Nevada, 71, 72 Black Prince Limestone, Arizona, 33 Airport Lake, California, 143 Banning fault, California, 191 Black Rapids Glacier, Alaska, 451, Alabama Hills, California, 152, 154 Barrett Canyon, California, 202 454, 455 Alaska Range, Alaska, 442, 444, 445, Barrier, The, British Columbia, 403, Blackhawk Canyon, California, 109, 449, 451 405 111 Aldwell Formation, Washington, 380 Basin and Range Province, 29, 43, Blackhawk landslide, California, 109 algae 48, 51, 53, 73, 75, 77, 83, 121, Blackrock Point, Oregon, 295 Oahu, 6, 7, 8, 10 163 block slide, California, 201 Owens Lake, California, 150 Basin Range fault, California, 236 Blue Lake, Oregon, 329 Searles Valley, California, 142 Beacon Rock, Oregon, 324 Blue Mountains, Oregon, 318 Tatonduk River, Alaska, 459 Bear Meadow, Washington, 336 Blue Mountain unit, Washington, 380 Algodones dunes, California, 101 Bear Mountain fault zone, California,
    [Show full text]
  • October 3, 2018
    Cuyama Valley Groundwater Basin Groundwater Sustainability Plan Hydrogeologic Conceptual Model Draft Prepared by: October 2018 Table of Contents Chapter 2 Basin Setting .......................................................................................................2-2 Acronyms 2-3 2.1 Hydrogeologic Conceptual Model ..........................................................................2-4 2.1.1 Useful Terminology ................................................................................................2-4 2.1.2 Regional Geologic and Structural Setting ..............................................................2-5 2.1.3 Geologic History ....................................................................................................2-5 2.1.4 Geologic Formations/Stratigraphy .........................................................................2-8 2.1.5 Faults and Structural Features ............................................................................. 2-17 2.1.6 Basin Boundaries ................................................................................................ 2-26 2.1.7 Principal Aquifers and Aquitards .......................................................................... 2-26 2.1.8 Natural Water Quality Characterization ................................................................ 2-32 2.1.9 Topography, Surface Water and Recharge .......................................................... 2-36 2.1.10 Hydrogeologic Conceptual Model Data Gaps .....................................................
    [Show full text]
  • Local Hazard Mitigation Plan Annex to Santa Barbara County Multi-Jurisdictional Hazard Mitigation Plan – July 2017
    City of Santa Barbara Local Hazard Mitigation Plan Annex to Santa Barbara County Multi-Jurisdictional Hazard Mitigation Plan – July 2017 City of Santa Barbara Annex to Santa Barbara County 2017 Multi-Hazard Mitigation Plan Contents SECTION 1 INTRODUCTION ...................................................................................................... 3 SECTION 2 PLAN PURPOSE AND AUTHORITY ................................................................... 4 SECTION 3 PLANNING PROCESS ............................................................................................. 6 Overview ................................................................................................................................. 8 Mitigation Advisory Committee (MAC) ................................................................................. 9 MAC Members ........................................................................................................................ 9 Overview of MAC Meetings ................................................................................................. 10 City Local Hazard Mitigation Planning Team ...................................................................... 11 SECTION 4 CAPABILITY ASSESSMENT ................................................................................ 14 Governance ........................................................................................................................... 14 Departmental Responsibilities, Plans, and Capabilities ........................................................
    [Show full text]
  • Explanatory Text to Accompany the Fault Activity Map of California
    An Explanatory Text to Accompany the Fault Activity Map of California Scale 1:750,000 ARNOLD SCHWARZENEGGER, Governor LESTER A. SNOW, Secretary BRIDGETT LUTHER, Director JOHN G. PARRISH, Ph.D., State Geologist STATE OF CALIFORNIA THE NATURAL RESOURCES AGENCY DEPARTMENT OF CONSERVATION CALIFORNIA GEOLOGICAL SURVEY CALIFORNIA GEOLOGICAL SURVEY JOHN G. PARRISH, Ph.D. STATE GEOLOGIST Copyright © 2010 by the California Department of Conservation, California Geological Survey. All rights reserved. No part of this publication may be reproduced without written consent of the California Geological Survey. The Department of Conservation makes no warranties as to the suitability of this product for any given purpose. An Explanatory Text to Accompany the Fault Activity Map of California Scale 1:750,000 Compilation and Interpretation by CHARLES W. JENNINGS and WILLIAM A. BRYANT Digital Preparation by Milind Patel, Ellen Sander, Jim Thompson, Barbra Wanish, and Milton Fonseca 2010 Suggested citation: Jennings, C.W., and Bryant, W.A., 2010, Fault activity map of California: California Geological Survey Geologic Data Map No. 6, map scale 1:750,000. ARNOLD SCHWARZENEGGER, Governor LESTER A. SNOW, Secretary BRIDGETT LUTHER, Director JOHN G. PARRISH, Ph.D., State Geologist STATE OF CALIFORNIA THE NATURAL RESOURCES AGENCY DEPARTMENT OF CONSERVATION CALIFORNIA GEOLOGICAL SURVEY An Explanatory Text to Accompany the Fault Activity Map of California INTRODUCTION data for states adjacent to California (http://earthquake.usgs.gov/hazards/qfaults/). The The 2010 edition of the FAULT ACTIVTY MAP aligned seismicity and locations of Quaternary OF CALIFORNIA was prepared in recognition of the th volcanoes are not shown on the 2010 Fault Activity 150 Anniversary of the California Geological Map.
    [Show full text]
  • U.S. Geological Survey Final Technical Report Award No
    U.S. Geological Survey Final Technical Report Award No. G12AP20066 Recipient: University of California at Santa Barbara Mapping the 3D Geometry of Active Faults in Southern California Craig Nicholson1, Andreas Plesch2, John Shaw2 & Egill Hauksson3 1Marine Science Institute, UC Santa Barbara 2Department of Earth & Planetary Sciences, Harvard University 3Seismological Laboratory, California Institute of Technology Principal Investigator: Craig Nicholson Marine Science Institute, University of California MC 6150, Santa Barbara, CA 93106-6150 phone: 805-893-8384; fax: 805-893-8062; email: [email protected] 01 April 2012 - 31 March 2013 Research supported by the U.S. Geological Survey (USGS), Department of the Interior, under USGS Award No. G12AP20066. 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. 1 Mapping the 3D Geometry of Active Faults in Southern California Abstract Accurate assessment of the seismic hazard in southern California requires an accurate and complete description of the active faults in three dimensions. Dynamic rupture behavior, realistic rupture scenarios, fault segmentation, and the accurate prediction of fault interactions and strong ground motion all strongly depend on the location, sense of slip, and 3D geometry of these active fault surfaces. Comprehensive and improved catalogs of relocated earthquakes for southern California are now available for detailed analysis. These catalogs comprise over 500,000 revised earthquake hypocenters, and nearly 200,000 well-determined earthquake focal mechanisms since 1981. These extensive catalogs need to be carefully examined and analyzed, not only for the accuracy and resolution of the earthquake hypocenters, but also for kinematic consistency of the spatial pattern of fault slip and the orientation of 3D fault surfaces at seismogenic depths.
    [Show full text]
  • Quaternary Fault and Fold Database of the United States
    Jump to Navigation Quaternary Fault and Fold Database of the United States As of January 12, 2017, the USGS maintains a limited number of metadata fields that characterize the Quaternary faults and folds of the United States. For the most up-to-date information, please refer to the interactive fault map. Santa Ynez fault zone, Pacifico section (Class A) No. 87a Last Review Date: 2000-08-01 citation for this record: Treiman, J.A., compiler, 2000, Fault number 87a, Santa Ynez fault zone, Pacifico section, in Quaternary fault and fold database of the United States: U.S. Geological Survey website, https://earthquakes.usgs.gov/hazards/qfaults, accessed 12/14/2020 03:14 PM. Synopsis General: Other than the basic geologic map location from Dibblee (1950 #5977; 1966 #5978) and a few other local studies, very little is known about most of this fault zone. Paleoseismic studies have been done in only two localities--the Alegria Canyon site along the Santa Ynez, South Branch section [87c] and the Rancho San Marcos site near the assigned section boundary between the Santa Ynez, Western section [87b] and Santa Ynez, Eastern sections [87d]. Although the latter study site, demonstrating Holocene displacement, is tentatively placed in the Santa Ynez, Eastern section [87d], the majority of this section (especially in Ventura County) is very poorly studied with respect to recency of activity. The South Branch is a little better known as a result of investigations in the late 1970's and early 1980's for a proposed Liquefied Natural Gas (LNG) facility (Envicom, 1978 #5981; Yerkes and others, 1980 #5993; Rice and others, 1981 #5986) as well as an earlier study cited by Hart (1978 #5983).
    [Show full text]
  • RESEARCH Structural Modeling of the Western Transverse Ranges
    RESEARCH Structural modeling of the Western Transverse Ranges: An imbricated thrust ramp architecture Y. Levy 1,2 , T.K. Rockwell 1, J.H. Shaw 3, A. Plesch 3, N.W. Driscoll 2, and H. Perea 2,4 1DEPARTMENT OF GEOLOGICAL SCIENCES, SAN DIEGO STATE UNIVERSITY, 5500 CAMPANILE DRIVE, SAN DIEGO, CALIFORNIA 92182, USA 2SCRIPPS INSTITUTION OF OCEANOGRAPHY, UNIVERSITY OF CALIFORNIA–SAN DIEGO, 9500 GILMAN DRIVE, LA JOLLA, CALIFORNIA 92037, USA 3DEPARTMENT OF EARTH AND PLANETARY SCIENCES, HARVARD UNIVERSITY, 20 OXFORD STREET, CAMBRIDGE, MASSACHUSETTS 02138, USA 4INSTITUT DE CIENCIES DEL MAR, CONSEJO SUPERIOR DE INVESTIGACIONES CIENTIFICAS, PASSEIG MARITIM DE LA BARCELONETA, 37-49, 08003 B ARCELONA, SPAIN ABSTRACT Active fold-and-thrust belts can potentially accommodate large-magnitude earthquakes, so understanding the structure in such regions has both societal and scientic importance. Recent studies have provided evidence for large earthquakes in the Western Transverse Ranges of California, USA. However, the diverse set of conicting structural models for this region highlights the lack of understanding of the subsurface geometry of faults. A more robust structural model is required to assess the seismic hazard of the Western Transverse Ranges. Toward this goal, we developed a forward structural model using Trishear in MOVE ® to match the rst-order structure of the Western Transverse Ranges, as inferred from surface geology, subsurface well control, and seismic stratigraphy. We incorporated the full range of geologic observations, including vertical motions from uplifted uvial and marine terraces, as constraints on our kinematic forward modeling. Using fault-related folding methods, we predicted the geometry and sense of slip of the major faults at depth, and we used these structures to model the evolution of the Western Transverse Ranges since the late Pliocene.
    [Show full text]
  • Explanitory Text to Accompany the Fault Activity Map of California
    An Explanatory Text to Accompany the Fault Activity Map of California Scale 1:750,000 ARNOLD SCHWARZENEGGER, Governor LESTER A. SNOW, Secretary BRIDGETT LUTHER, Director JOHN G. PARRISH, Ph.D., State Geologist STATE OF CALIFORNIA THE NATURAL RESOURCES AGENCY DEPARTMENT OF CONSERVATION CALIFORNIA GEOLOGICAL SURVEY CALIFORNIA GEOLOGICAL SURVEY JOHN G. PARRISH, Ph.D. STATE GEOLOGIST Copyright © 2010 by the California Department of Conservation, California Geological Survey. All rights reserved. No part of this publication may be reproduced without written consent of the California Geological Survey. The Department of Conservation makes no warranties as to the suitability of this product for any given purpose. An Explanatory Text to Accompany the Fault Activity Map of California Scale 1:750,000 Compilation and Interpretation by CHARLES W. JENNINGS and WILLIAM A. BRYANT Digital Preparation by Milind Patel, Ellen Sander, Jim Thompson, Barbra Wanish, and Milton Fonseca 2010 Suggested citation: Jennings, C.W., and Bryant, W.A., 2010, Fault activity map of California: California Geological Survey Geologic Data Map No. 6, map scale 1:750,000. ARNOLD SCHWARZENEGGER, Governor LESTER A. SNOW, Secretary BRIDGETT LUTHER, Director JOHN G. PARRISH, Ph.D., State Geologist STATE OF CALIFORNIA THE NATURAL RESOURCES AGENCY DEPARTMENT OF CONSERVATION CALIFORNIA GEOLOGICAL SURVEY An Explanatory Text to Accompany the Fault Activity Map of California INTRODUCTION data for states adjacent to California (http://earthquake.usgs.gov/hazards/qfaults/). The The 2010 edition of the FAULT ACTIVTY MAP aligned seismicity and locations of Quaternary OF CALIFORNIA was prepared in recognition of the th volcanoes are not shown on the 2010 Fault Activity 150 Anniversary of the California Geological Map.
    [Show full text]
  • Final EIR 4.4 Geology and Soils
    Final EIR 4.4 Geology and Soils 4.4 GEOLOGY AND SOILS This section describes the potential geological resources impacts that could result from construction of the City Fire Station 10. 4.4.1 Existing Setting Goleta General Plan/Local Coastal Land Use Plan Based on the Goleta General Plan/Local Land Use Plan, Safety Element (City of Goleta 2016), and the Goleta General Plan/Coastal Land Use Plan, Final Environmental Impact Report (FEIR) (City of Goleta 2006), the Project site is not underlain by geologic hazards, including fault zones, compressible soils, landslides, or radon-emitting soils. Project Site Setting Regional The Project site is located in the western portion of the City of Goleta, which occupies a portion of the eight‐mile long and three‐mile wide, flat alluvial plain known as the Goleta Valley (City of Goleta 2006). The Goleta Valley is a broad, flat alluvial plain bordered on the south by bluffs along the Pacific coastline, and on the north by foothills and terraces of the Santa Ynez Mountain Range. The valley generally slopes gently toward the Goleta and Devereux sloughs. Project Site A Project-specific geotechnical investigation by Leighton Consulting, Inc. (2017, Appendix E) identified that the Project site is underlain by undocumented fill and Pleistocene-age marine terrace deposits, to a depth of 56 feet below ground surface. Approximately 5 feet of undocumented fill material, consisting primarily of silty sand with gravel, blankets the Project site. However, the fill may locally be as deep as 7 to 10 feet in the vicinity of former underground storage tanks associated with a former service station.
    [Show full text]
  • Appendix B—Geologic-Slip-Rate Data and Geologic Deformation Model
    Appendix B—Geologic-Slip-Rate Data and Geologic Deformation Model By Timothy E. Dawson,1 and Ray J. Weldon, II2 Introduction This report documents the development of the Uniform California Earthquake Rupture Forecast, version 3, (UCERF3) geologic deformation model (referred hereafter as DM3.1). Although model DM3.1 can be viewed as an update to the UCERF2 deformation model (Wills and others, 2008), it also represents a departure from UCERF2 in terms of the approach used in the development and ultimate purpose. The UCERF2 deformation model was primarily a geological model but also informally incorporated geodetic observations designed to match the total plate rate as defined by the NUVEL-1A model of DeMets and others (1994), as well as specific regionally observed geodetic rates for a kinematically and internally consistent deformation model (Wills and others, 2008). Although this approach served UCERF2 well, it was recognized that the wealth of geodetic observations and geodesy-based modeling approaches were underutilized in UCERF2 and that geodesy-based deformation models represented an approach that could be applied in UCERF3 as an alternative, or in conjunction with, a geology- based deformation model. The current Working Group on California Earthquake Probabilities (WGCEP) decided to explore a range of different deformation models including several types of geodesy-based models, as well as a geologically based deformation model. However, because the UCERF2 deformation model integrated geologic and geodetic data with best-estimate rates developed through a consensus process over several WGCEPs (1995, 1999, 2002, 2008) and the National Seismic Hazard Map (NSHM) (for example, Petersen and others, 1996), it became clear that a simple update of the UCERF2 deformation model would not produce a model independent of the geodetic models.
    [Show full text]
  • Final Report, July, 2000 Earthquake Hazard of the Santa Barbara Fold Belt, California NEHRP Award #99HQGR0081 SCEC Award #572726 E
    Final Report, July, 2000 Earthquake Hazard of the Santa Barbara Fold Belt, California NEHRP Award #99HQGR0081 SCEC Award #572726 E. A. Keller (PI) [email protected] L. D. Gurrola Institute for Crustal Studies UC Santa Barbara Santa Barbara, California 93106 (805) 893-4207 GOLETA gment More Ranch se La vigia f La Mesa f SANTA ault ault BARBARA 47 +/- 0.5/ka Uplift rate = 1.9 m/ky N LEGEND Oxygen isotope stage 3 58 +/- 11 ka 70 +/- 2 ka (45 and 58 ka) Uplift rate = Uplift rate = 1.2 m/ky 1.3 m/ky Oxygen isotope stage 5 Anticlinal fold axis 0 2 km (85, 105, and 125 ka) Synclinal fold axis Research supported by the U.S. Geological Survey (USGS), Department of Interior, under USGS award 1434-HQ-GR-02978. 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. Parts of this report are from papers and abstracts published as part of the work for the project, and parts are from the Ph.D. dissertation of Larry Gurrola, in preparation. This report is available online at http://www.geol.ucsb.edu/~keller/sbeqh.pdf TTAABBLLEE OOFF CCOONNTTEENNTTSS PP aa gg ee Technical Abstract 4 Non-Technical Abstract 6 1.0 Introduction 7 1.1 Objectives 8 1.2 Methods Of Study 8 2.0 Tectonic Setting of the Western Transverse Ranges 11 3.0 Tectonic Framework 12 4.0 Historic Seismicity 13 5.0 Stratigraphy 15 5.1 Pre-Quaternary Stratigraphy 15 5.2 Quaternary Stratigraphy 16 5.21 Santa Barbara Formation 16 5.22
    [Show full text]
  • Fault Slip Rates and Interseismic Deformation in the Western Transverse Ranges, California Scott T
    JOURNAL OF GEOPHYSICAL RESEARCH: SOLID EARTH, VOL. 118, 1–24, doi:10.1002/jgrb.50312, 2013 Fault slip rates and interseismic deformation in the western Transverse Ranges, California Scott T. Marshall,1 Gareth J. Funning,2 and Susan E. Owen 3 Received 6 April 2013; revised 25 July 2013; accepted 27 July 2013. [1] To better constrain fault slip rates and patterns of interseismic deformation in the western Transverse Ranges of southern California, we present results from analysis of GPS and interferometric synthetic aperture radar (InSAR) data and three-dimensional mechanical and kinematic models of active faulting. Anthropogenic motions are detected in several localized zones but do not significantly affect the vast majority of continuous GPS site locations. GPS measures contraction rates across the Ventura Basin of ~7 mm/yr oriented west-northwest with rates decreasing to the west and east. The Santa Barbara channel is accommodating ~6.5 mm/yr in the east and ~2.5 mm/yr in the western portions of N/S contraction. Inversion of horizontal GPS velocities highlights a zone of localized fast contraction rates following the Ventura Basin. Using a mechanical model driven by geodetically calculated strain rates, we show that there are no significant discrepancies between short-term slip rates captured by geodesy and longer-term slip rates measured by geology. Mechanical models reproduce the first-order interseismic velocity and strain rate patterns but fail to reproduce strongly localized contraction in the Ventura Basin due to the inadequate homogeneous elastic properties of the model. Existing two-dimensional models match horizontal rates but predict significant uplift gradients that are not observed in the GPS data.
    [Show full text]