2.1 Geologic Setting the Chino Basin Was Formed As a Result of Tectonic
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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. -
Direct Testimony of Gary Thompson on Behalf Of
1 2 3 4 5 6 BEFORE THE PUBLIC UTILITIES COMMISSION 7 OF THE STATE OF CALIFORNIA 8 9 In the Matter of the Application of A.15-04-013 Southern California Edison Company (U338E) (Filed April 15, 2015) 10 for a Certificate of Public Convenience and (Amended April 30, 2015) 11 Necessity for the RTRP Transmission Project 12 13 14 15 16 17 DIRECT TESTIMONY OF GARY THOMPSON 18 ON BEHALF OF 19 THE CITY OF JURUPA VALLEY 20 21 22 23 24 25 June 24, 2019 26 27 28 12774-0012\2308932v1.doc 1 DIRECT TESTIMONY OF GARY THOMPSON 2 ON BEHALF OF 3 THE CITY OF JURUPA VALLEY 4 I. BACKGROUND AND QUALIFICATIONS 5 Q: What is your name? 6 A. Gary Thompson. 7 Q: What was your position with the City of Jurupa Valley (Jurupa Valley or the 8 City), and how long did you hold it? 9 A: From August 2014 through May 2019, I was the City Manager of Jurupa Valley. 10 Q: What is your current employment? 11 A: I am currently the Executive Officer of the Riverside Local Agency Formation 12 Commission (LAFCO). LAFCOs are state-mandated regulatory agencies established to help 13 implement State policy of encouraging orderly growth and development through the regulation of 14 local public agency boundaries. As Executive Officer, I manage Riverside LAFCOs staff and 15 conduct the day-to-day business of the Riverside LAFCO, while ensuring compliance with the 16 Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000. This involves planning, 17 organizing, and directing LAFCO staff, while acting as a liaison with County departments, State 18 and City governments, community groups, special districts and the general public. -
Evaluation and Application of the Purge Analyzer Tool (PAT) To
Prepared in cooperation with U.S. Environmental Protection Agency Evaluation and Application of the Purge Analyzer Tool (PAT) To Determine In-Well Flow and Purge Criteria for Sampling Monitoring Wells at the Stringfellow Superfund Site in Jurupa Valley, California, in 2017 Scientific Investigations Report 2020–5140 U.S. Department of the Interior U.S. Geological Survey Cover. Photograph of the waste collection pad and surrounding hillsides, Stringfellow Superfund site, Jurupa Valley, Riverside County, California; by Philip T. Harte, U.S. Geological Survey. Evaluation and Application of the Purge Analyzer Tool (PAT) To Determine In-Well Flow and Purge Criteria for Sampling Monitoring Wells at the Stringfellow Superfund Site in Jurupa Valley, California, in 2017 By Philip T. Harte, Tomas Perina, Kent Becher, Herb Levine, Daewon Rojas-Mickelson, Lesley Walther, and Anthony Brown Prepared in cooperation with U.S. Environmental Protection Agency Scientific Investigations Report 2020–5140 U.S. Department of the Interior U.S. Geological Survey U.S. Geological Survey, Reston, Virginia: 2021 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit https://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit https://store.usgs.gov/. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this information product, for the most part, is in the public domain, it also may contain copyrighted material and images protected by publicity rights. -
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. -
Jurupa Area Plan This Page Intentionally Left Blank
Jurupa Area Plan This page intentionally left blank TABLE OF CONTENTS VISION SUMMARY .............................................................................................................................................1 INTRODUCTION ..................................................................................................................................................4 A Special Note on Implementing the Vision ................................................................................................5 LOCATION...........................................................................................................................................................6 FEATURES ..........................................................................................................................................................6 SETTING ............................................................................................................................................................6 UNIQUE FEATURES .............................................................................................................................................7 Santa Ana River ..........................................................................................................................................7 Jurupa Mountains/Pyrite Canyon ................................................................................................................7 Pedley Hills ..................................................................................................................................................7 -
Appendix F3 Mine Deformation Study
AGUA MANSA COMMERCE PARK SPECIFIC PLAN DRAFT EIR CITY OF JURUPA VALLEY Appendices Appendix F3 Mine Deformation Study December 2019 AGUA MANSA COMMERCE PARK SPECIFIC PLAN DRAFT EIR CITY OF JURUPA VALLEY Appendices This page intentionally left blank. PlaceWorks MINE DEFORMATION STUDY FINITE ELEMENT ANALYSIS REPORT for AGUA MANSA COMMERCE PARK 1500 Rubidoux Boulevard Jurupa Valley, California Prepared For: Crestmore Redevelopment LLC 1745 Shea Center Drive, Suite 190 Highlands Ranch, CO 80129 Prepared By: Langan Engineering & Environmental Services 32 Executive Park, Suite 130 Irvine, California 92614 18 August 2017 700045406 18 August 2017 Mine Deformation Study Page i of i Finite Element Analysis Report Agua Mansa Commerce Park Langan Project No.: 700045406 TABLE OF CONTENTS 1. INTRODUCTION 1 2. PROPOSED DEVELOPMENT 1 3. BACKGROUND INFORMATION 1 3.1. Crestmore Mine 2 3.2. Site Geologic Setting 2 4. FINITE ELEMENT MODEL 3 4.1. Subsurface Conditions Model 3 4.2. Model Development 4 4.3. Material Properties 5 4.4. Mine Geometry 7 4.5. Mesh Generation 7 4.6. Loading Conditions 7 4.7. Staged Construction Modeling 8 5. RESULTS OF FINITE ELEMENT MODEL 9 5.1. Mesh Generation Ground Surface and Mine Roof Movements 9 5.2. Induced Stresses on Mine Pillars 9 5.3. Model Verification/Calibration 10 6. CONCLUSIONS 11 7. LIMITATIONS 12 FIGURES Figure 1 – Finite Element Model Boundaries and Cross-Sections Figure 2 – Finite Element Model Boundaries and Geometry Figure 3 – Mine Levels Isometric and Plan View Figure 4 – Construction Modeling Stages 1, 3, 5, and 6 Figure 5 – Mine Roof and Ground Surface Vertical Movements – Stage 3 Figure 6 – Ground Surface Vertical Displacements Figure 7 – Mine Roof Vertical Movements – Stages 5 and 6 Figure 8 – Effective Stress Diagrams – Unloading Conditions Figure 9 – Stage 6 Horizontal Room-Roof Stress at mine level 210 Figure 10 – Stage 6 Maximum Vertical Stress at Pillars APPENDIX A – Reference Documents 3 August 2017 Mine Deformation Study Page 1 of 12 Finite Element Analysis Report Agua Mansa Commerce Park Langan Project No.: 700045406 1. -
San Onofre Nuclear Generating Station Seismic Hazard Assessment Program 2010 Probabilistic Seismic Hazard Analysis Report
SAN ONOFRE NUCLEAR GENERATING STATION SEISMIC HAZARD ASSESSMENT PROGRAM 2010 PROBABILISTIC SEISMIC HAZARD ANALYSIS REPORT Prepared for Southern California Edison December 2010 SAN ONOFRE NUCLEAR GENERATING STATION SEISMIC HAZARD ASSESSMENT PROGRAM 2010 PROBABILISTIC SEISMIC HAZARD ANALYSIS REPORT PROBABILISTIC SEISMIC HAZARD ANALYSIS OUTLINE 1.0 INTRODUCTION 1.1 Purpose 1.2 Site Information 1.3 Approach 1.4 Acknowledgements 2.0 SEISMIC SOURCE CHARACTERIZATION 2.1 Strike‐slip Seismic Source Characterization Model 2.2 Blind Thrust Seismic Source Characterization Model 2.3 Base‐case Regional Fault Sources and Background Source Zones 2.4 Weighting of Alternative Models 2.4.1 Discussion of Alternative Models 2.4.2 Assigned Weights 3.0 PROBABILISTIC SEISMIC HAZARD ANALYSIS 3.1 PSHA Methodology 3.1.1 General 3.1.2 Attenuation Relationships 3.1.3 Uncertainties 3.1.3.1 GMPE Uncertainty 3.1.3.2 Uncertainty Regarding Strike‐Slip and Blind Thrust Sources 3.1.3.3 Recurrence Relationships 3.2 PSHA Results 3.2.1 Effects of Seismic Sources 3.2.2 Deaggregation Results 3.2.3 Comparison with 1995 PSHA Results 4.0 SUMMARY AND CONCLUSIONS 5.0 REFERENCES 5.1 Publicly Available Publications and Data 5.2 Personal Communication 6.0 GLOSSARY APPENDIX A – SEISMIC SOURCE CHARACTERIZATION APPENDIX B – 2010 PSHA GROUND MOTION CHARACTERIZATION December 2010 Page i SAN ONOFRE NUCLEAR GENERATING STATION SEISMIC HAZARD ASSESSMENT PROGRAM 2010 PROBABILISTIC SEISMIC HAZARD ANALYSIS REPORT 1.0 INTRODUCTION 1.1 Purpose A seismic hazard analysis update was performed for the San Onofre Nuclear Generating Station (SONGS) to evaluate if the most recent or current available seismic, geologic, and ground motion information in the vicinity of SONGS has affected the seismic hazard at SONGS. -
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. -
The Shops at Jurupa Valley Project Draft Environmental Impact Report SCH#2020100167
The Shops at Jurupa Valley Project Draft Environmental Impact Report SCH#2020100167 Lead Agency City of Jurupa Valley 8930 Limonite Avenue Jurupa Valley, CA 92509 February 22, 2021 All files are available at the following links: https://www.jurupavalley.org/DocumentCenter/Index/68 (see folder labeled MA20035 Shops at Jurupa Valley) Governor's Office of Planning and Research, CEQAnet Web Portal at https://ceqanet.opr.ca.gov/ Enter "2020100167" in the search box and find under "MA20035 The Shops at Jurupa Valley." The Shops at Jurupa Valley Project Draft Environmental Impact Report SCH#2020100167 Lead Agency City of Jurupa Valley 8930 Limonite Avenue Jurupa Valley, CA 92509 Contact: Patty Anders, AICP, Senior Planning Consultant [email protected] Prepared By City of Jurupa Valley Planning Department Ernest Perea, CEQA Administrator Applicant Panorama Properties, Inc. 2005 Winston Ct. Upland, CA 91784 Lead Agency Discretionary Permits Change of Zone (CZ) No. 20001 Tentative Parcel Map (TPM) No. 37890 Conditional Use Permit (CUP) No. 20001 Site Development Permit (SDP) No. 20018 Variance (VAR) (No.21001) February 22, 2021 The Shops at Jurupa Valley Draft EIR Table of Contents Table of Contents 1. EXECUTIVE SUMMARY ................................................................................................................ 1-1 1.1 Introduction ..................................................................................................................................... 1-1 1.2 Summary Description of The Project ............................................................................................ -
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. -
Section 6: Earthquakes
Natural Hazards Mitigation Plan Section 6 – Earthquakes City of Newport Beach, California SECTION 6: EARTHQUAKES Table of Contents Why Are Earthquakes A Threat to the City of Newport Beach? ................ 6-1 Earthquake Basics - Definitions.................................................................................................... 6-3 Causes of Earthquake Damage .................................................................................................... 6-7 Ground Shaking .................................................................................................................................................. 6-7 Liquefaction ......................................................................................................................................................... 6-8 Earthquake-Induced Landslides and Rockfalls .......................................................................................... 6-8 Fault Rupture ...................................................................................................................................................... 6-9 History of Earthquake Events in Southern California .................................... 6-9 Unnamed Earthquake of 1769 .................................................................................................................. 6-11 Unnamed Earthquake of 1800 .................................................................................................................. 6-11 Wrightwood Earthquake of December 12, 1812 ............................................................................... -
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Before the Public Utilities Commission of the State O
1 2 3 4 5 6 7 BEFORE THE PUBLIC UTILITIES COMMISSION 8 OF THE STATE OF CALIFORNIA 9 10 In the Matter of the Application of A.15-04-013 Southern California Edison Company (U338E) (Filed April 15, 2015) 11 for a Certificate of Public Convenience and (Amended April 30, 2015) 12 Necessity for the RTRP Transmission Project 13 14 15 16 17 18 DIRECT TESTIMONY OF PENNY NEWMAN 19 ON BEHALF OF 20 THE CITY OF JURUPA VALLEY 21 22 23 24 25 26 June 24, 2019 27 28 12774-0012\2304572v1.doc 1 DIRECT TESTIMONY OF PENNY NEWMAN 2 ON BEHALF OF 3 THE CITY OF JURUPA VALLEY 4 5 I. BACKGROUND AND QUALIFICATIONS 6 Q: What is your name? 7 A. Penny Newman. 8 Q: What is your professional background and experience? 9 A: I am the Founder, Board Member Emeritus, and former Executive Director of the 10 Center for Community Action and Environmental Justice (“CCAEJ”) through which I have 11 successfully championed environmental and social justice issues for more than 40 years. I have 12 been a resident of the area encompassing the City of Jurupa Valley (the “City” or “Jurupa Valley”) 13 for 53 years. I am a member of the Planning Commission of the City of Jurupa Valley. 14 Q: What does CCAEJ do? 15 A: CCAEJ promotes social and environmental justice by empowering low income 16 communities of color through community capacity building, leadership development, policy 17 advocacy, civic engagement, and public outreach. The work of CCAEJ consistently focuses on 18 those most affected by inequities of public policies -- low-income communities of color and recent 19 immigrants.