CHAPTER 6 Community Health and Safety
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Chapter 3 - Environmental Setting, Impacts, and Mitigation Measures
Environmental Setting, Impacts, and Mitigation Measures CHAPTER 3 - ENVIRONMENTAL SETTING, IMPACTS, AND MITIGATION MEASURES 3-1 INTRODUCTION The purpose of this chapter is to provide the reader with the information necessary to understand and evaluate the potential environmental impacts due to implementation of the proposed Los Angeles Valley College Facilities Master Plan (Master Plan). In accordance with the State CEQA Guidelines (§15128 and §15143), this EIR focuses on the impacts identified in the NOP and during project scoping as needing further analysis (visual resources; air quality, historical resources; archaeological resources; paleontological resources; geology/soils/seismicity; hazardous materials; hydrology and water quality; land use and planning; noise; population and housing; public services; transportation, traffic and parking; and public utilities). A list of the impacts determined to be less than significant and the reasons for that determination are provided in Chapter 5. To assist the reader, each environmental impact category in this EIR is discussed separately. These discussions include a description of the environmental setting, the criteria used to determine significance of potential effects, the potential environmental impacts of the proposed project, mitigation measures, and any unavoidable significant adverse effects that would remain after implementation of the proposed mitigation measures. The environmental setting discussions contain a description of the physical environmental conditions in the vicinity of the project as it existed at the time the Notice of Preparation was distributed (January 2003). The existing environmental conditions described in the setting sections serve as a baseline for the impact analyses in this EIR. The significance criteria identified for each environmental impact category are based on the definitions that have been developed and established by the Los Angeles Community College District, various public agencies, or professional organizations and are consistent with the State CEQA Guidelines. -
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. -
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. -
An Expanded Matrix to Scope the Technical and Economic Feasibility
PROCEEDINGS, 41st Workshop on Geothermal Reservoir Engineering Stanford University, Stanford, California, February 22-24, 2016 SGP-TR-209 An Expanded Matrix to Scope the Technical and Economic Feasibility of Waste Heat Recovery from Mature Hydrocarbon Fields Jawhara AL-Mahrouqi (*), Gioia Falcone(**) (*)Imperial College London, South Kensington Campus, London SW7 2AZ, UK Now with Petroleum Development Oman (PDO) (**)Clausthal University of Technology, Agricolastraβe 10, 38678 Clausthal-Zellerfeld, Germany [email protected] Keywords: co-production, waste heat recovery, decision matrix ABSTRACT Substantial volumes of water are co-produced with hydrocarbons during the latter stages of an oil or gas field’s producing life. Such volumes require costly treatment schemes and inevitably force operators to cease field production, which leaves potentially recoverable hydrocarbons in the ground. However, the flowing temperature of these waste streams is high enough for it to be exploited for district heating and/or power generation. This opens up opportunities for mature hydrocarbon fields with the potential of extending their lifespan, improving their ultimate recovery, providing an alternative renewable low carbon energy source and reducing their operational expenditure. With several feasibility studies and pilots supporting the feasibility of this concept, the objective of this paper is to identify key technical and economic parameters of waste heat recovery from mature and abandoned hydrocarbon fields, both onshore and offshore. These are translated into a set of indices, forming a practical screening matrix for geothermal feasibility. With reference to an existing decision matrix (Soldo and Alimonti, 2015) which was designed to select between two heat extraction technologies, the new matrix is an expanded version, with wider applicability. -
Westside Purple Line Extension Final Supplemental Environmental
LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY WESTSIDE PURPLE LINE EXTENSION PROJECT, SECTION 2 ADVANCED PRELIMINARY ENGINEERING Contract No. PS-4350-2000 Assessment of Tunneling and Station Excavation Risks Associated with Subsurface Gas Section 2 – Revision 2 Prepared for: Prepared by: 777 South Figueroa Street, Suite 1100 Los Angeles, CA 90017 November 2017 THIS PAGE BLANK FOR DOUBLE SIDED PRINTING Assessment of Tunneling and Station Excavation Risks Associated with Subsurface Gas Section 2 – Revision 2 Table of Contents Table of Contents PREFACE............................................................................................................................................... P-1 1.0 INTRODUCTION ....................................................................................................................... 1-1 2.0 PROJECT SETTING .................................................................................................................... 2-1 3.0 TUNNELING METHODS ............................................................................................................ 3-1 4.0 SOIL GAS CHARACTERISTICS .................................................................................................... 4-1 5.0 OCCURRENCE OF SOIL GASES .................................................................................................. 5-1 6.0 ASSESSMENT OF RISKS ............................................................................................................ 6-1 7.0 PROPOSED MONITORING AND -
The Shoppes at Coldwater Village
Retail / Restaurant Space for Lease - Studio City, California The Shoppes at Coldwater Village For More Information Contact: Andrew Cohen | 310.402.0211 | [email protected] Leasing Agent Andrew Cohen Senior Associate - Leasing [email protected] O 310.402.0211 LIC # 01996379 (CA) Ventura Boulevard The Shoppes at Coldwater Village Table of Contents 3 8 The Space The Market Area 9 The Location The Space Site Plan Proposed Division of Space A SF Space A1 ± 929 Space A2 ± 710 Space A3 ± 828 50’6” 20’10” 17’0” 16’9” 16’9” Space Available for Lease Address SF Type Rate/SF Term Delivery Availability 13003 Ventura Boulevard Space A ± 2,467 Restaurant / Retail Upon Request Negotiable Raw Shell Immediate Studio City, CA 91604 13003 Ventura Boulevard Space C ± 1,100 Restaurant / Retail Upon Request Negotiable Raw Shell Immediate Studio City, CA 91604 For More Information Contact: Andrew Cohen | 310.402.0211 | [email protected] 3 Development Summary The Shoppes at Coldwater Village at 13003 Ventura Boulevard is a new ground-up project in trendy Studio City, the most affluent and exciting neighborhood in L.A.’s San Fernando Valley. Ideally located on the western Petit Trois edge of Ventura Blvd in Studio City, this destination property bridges the The Buckley School gap between the two most popular and increasingly wealthy suburbs of the Valley, Studio City and Sherman Oaks. Sweetgreen and Philz Coffee recently signed leases; approximately 3,500 SF of divisible square feet remains in the exciting development. The subject property will effectively connect to the directly adjacent property (same ownership), which features a terrific mix of tenants such as DryBar, Susie Cakes, Bellacures nail spa, Pressed Juicery, Stacey Todd, PlateFit fitness studio, Sugared + Bronzed hair removal and tanning, Le Pain Quotidien, Il Tramezzino, Trim hair salon and more. -
2000 Avenue of the Stars Draft Environmental Impact
2000 AVENUE OF THE STARS DRAFT ENVIRONMENTAL IMPACT REPORT Lead Agency: LOS ANGELES DEPARTMENT OF CITY PLANNING 200 North Spring Street 7 th Floor Los Angeles, California 90012 SCH #2002011024 ENV-2001-4027-EIR Project Applicant: TRAMMELL CROW COMPANY 2049 Century Park East Suite 2650 Los Angeles, California 90067 EIR Consultant: ENVICOM CORPORATION 28328 Agoura Road Agoura Hills, California 91301 August 2002 TABLE OF CONTENTS SECTION PAGE I. INTRODUCTION 1 II. EXECUTIVE SUMMARY 2 III. PROJECT DESCRIPTION 46 IV. ENVIRONMENTAL SETTING 66 V. ENVIRONMENTAL IMPACT ANALYSIS 74 A. AESTHETICS 74 1. Visual Qualities 74 2. Light and Glare 89 3. Shading 93 B. AIR QUALITY 101 1. Emissions 101 2. Wind 120 C. BIOLOGICAL RESOURCES 123 D. CULTURAL RESOURCES 128 E. GEOLOGY 133 F. HAZARDS AND HAZARDOUS MATERIALS 141 G. HYDROLOGY/WATER QUALITY 149 H. LAND USE 154 I. NOISE 175 J. POPULATION AND HOUSING 187 K. PUBLIC SERVICES 197 1. Fire Protection 197 2. Police Protection 201 3. Schools 203 4. Libraries 207 L. RECREATION AND PARKS 209 M. TRANSPORTATION/TRAFFIC 213 N. UTILITIES AND SERVICE SYSTEM 248 1. Wastewater 248 2. Stormwater 252 3. Water Supply 256 4. Solid Waste 262 5. Electricity 267 VI. ALTERNATIVES 272 VII. SIGNIFICANT ENVIRONMENTAL EFFECTS AND IRREVERSIBLE 303 ENVIRONMENTAL CHANGES VIII. GROWTH INDUCING IMPACTS 304 IX. MITIGATION MONITORING PLAN 306 X. PREPARERS OF THE EIR, CONTACTS AND REFERENCES 323 XI. ACRONYMS AND ABBREVIATIONS 329 2000 Avenue of the Stars Project Draft EIR ENV-2001-4027-EIR Page i August 2002 TABLE OF CONTENTS LIST OF TABLES -
Draft Environmental Impact Report
Westside Purple Line Rodeo Station North Portal Draft Environmental Impact Report August 2020 Westside Purple Line Rodeo Station North Portal EIR Draft Environmental Impact Report Westside Purple Line Wilshire/ Rodeo Station North Portal Project State Clearinghouse No.: 2019090104 Prepared for: City of Beverly Hills 455 North Rexford Drive Beverly Hills, California 90210 Prepared by: 300 South Grand Avenue, 8th Floor Los Angeles, California 90071 August 2020 Westside Purple Line Rodeo Station North Portal EIR Table of Contents EXECUTIVE SUMMARY ...................................................................................................................ES-1 1. INTRODUCTION ..................................................................................................................... 1-1 1.1 Purpose and Legal Authority .............................................................................. 1-2 1.2 Scope and Content ............................................................................................. 1-2 1.2.1 CEQA Updates ....................................................................................... 1-3 1.3 Lead, Responsible, and Trustee Agencies ......................................................... 1-4 1.4 Environmental Review Process .......................................................................... 1-4 1.5 Environmental Impact Report Background ......................................................... 1-5 2. PROJECT DESCRIPTION ..................................................................................................... -
III. General Description of Environmental Setting
III. GEnEral DEScrIPtIon of EnvIronmEntal SEttInG III. GENERAL DESCRIPTION OF ENVIRONMENTAL SETTING A. OVERVIEW OF ENVIRONMENTAL SETTING The proposed project site consists of a rectangular, relatively flat, 2.4‐acre parcel of land that is currently vacant and enclosed with construction fencing. The project site is located at 10000 Santa Monica Boulevard in the West Los Angeles Community Plan area of the City of Los Angeles, and within the boundaries of the Century City North Specific Plan (CCNSP). Century City has been designated, planned and serves as a high density regional center, which is well known for its commercial and entertainment activities and its residential and office high‐rise towers. The areas to the south and west of the project site are generally characterized by mid‐ to high‐rise office buildings, hotels, entertainment, and residential uses. The Los Angeles Country Club Golf Course is located immediately north of the project site across Santa Monica Boulevard. The City of Beverly Hills is located to the immediate south and east of the project site, which includes commercial and residential uses east of the project site across Moreno Drive. Beverly Hills High School is located immediately south of the project site. The Beverly Hilton Hotel and the recently approved, Robinsons‐May (9900 Wilshire) mixed‐use project are both located northeast of the project site across Santa Monica Boulevard. The project site is located at the intersection of Santa Monica Boulevard, a major transit‐oriented arterial to the north and Moreno Drive to the east.26 Regional access to the site is provided by Interstate 405 (San Diego Freeway) located approximately 2.2 miles to the west, and Interstate 10 (Santa Monica Freeway) located approximately 2.2 miles to the south. -
3.5 Geology, Soils and Hydrology (Including Storm Water Drainage)
3.5 Geology, Soils and Hydrology (including Storm Water Drainage) 3.5 GEOLOGY, SOILS AND HYDROLOGY (INCLUDING STORM WATER DRAINAGE) This section describes the existing geology and soils conditions on the Project Site, identifies potential environmental impacts that could occur, and recommends mitigation measures as appropriate to reduce or avoid any impacts. The information and analysis in this section is based on the following reports contained in the appendices to this EIR: • Preliminary Geotechnical Investigation, Proposed Parking Structure, Harvard Westlake School, 3700 Coldwater Canyon Avenue, North Hollywood, California, Geotechnical Professionals Inc., July 2010, and Update Letter, February 6, 2013 (Appendix E.1) • Preliminary Hydrology Study, KPFF, August 12, 2013 (Appendix E.2) • City of Los Angeles Low Impact Development Plan (which includes measures to comply with Standard Urban Storm Water Mitigation Plan -- SUSMP), KPFF Consulting Engineers, August 12, 2013 (Appendix E.3). EXISTING CONDITIONS Regional Setting The proposed Project is located within a southern portion of the San Fernando Valley, which is an elongated valley, roughly 22 miles long in an east-west direction and generally approximately 9 miles wide in a north-south direction, although stretching to 12 miles wide at its widest point. Situated within the Transverse Ranges geomorphic province of California, the San Fernando Valley is bounded by the San Gabriel and Santa Susana Mountains to the north, the Santa Monica Mountains to the south, the Verdugo Mountains to the east, and the Simi Hills to the west. Geomorphic provinces are large natural regions, dominated by similar rocks or geologic structures. The Transverse Ranges geomorphic province is composed of several mountain ranges oriented in an east- west direction and extending over 320 miles from the Mojave and Colorado Desert Provinces to Point Arguello at the Pacific Ocean. -
Active Faults in the Los Angeles Metropolitan Region Southern California Earthquake Center Group C*
1 Active Faults in the Los Angeles Metropolitan Region Southern California Earthquake Center Group C* *James F. Dolan, Eldon M. Gath, Lisa B. Grant, Mark Legg, Scott Lindvall, Karl Mueller, Michael Oskin, Daniel F. Ponti, Charles M. Rubin, Thomas K. Rockwell, John H, Shaw, Jerome A. Treiman, Chris Walls, and Robert S. Yeats (compiler) Introduction Group C of the Southern California Earthquake Center was charged with an evaluation of earthquake fault sources in the Los Angeles Basin and nearby urbanized areas based on fault geology. The objective was to determine the location of active faults and their slip rates and earthquake recurrence intervals. This includes the location and dip of those faults reaching the surface and blind faults that are expressed at the surface by folding or elevated topography. Slip rate determinations are based on several timescales. The tectonic regime of the Miocene was generally extensional, and the north-south contractional regime came into being in the early Pliocene with the deposition of the Fernando Formation (Wright, 1991; Yeats and Beall, 1991; Crouch and Suppe, 1993). The longest timescale for slip-rate estimates, then, is the time of imposition of the north-south contractional regime, the past 5 x 106 years. Another timescale is the early and middle Quaternary (~ 2 x 106 years), the time of deposition of the upper Pico member of the Fernando Formation plus the shallow-marine to nonmarine San Pedro Formation. Information for the first two timescales is derived from the subsurface using oil-well and water-well logs, multichannel seismic profiles, and surface geology. A third timescale is the late Quaternary (102-105 years), information for which is obtained through trench excavations, boreholes, and high-resolution seismic profiles and ground-penetrating radar augmented by the 232-year-long record of historical seismicity in the Los Angeles area. -
N Al Remains in Beverly Hills
BEVERLYPRESS.COM INSIDE • Petition asks Duran to resign. pg. 3 Cloudy, with • Two ballot highs in the measures in mid 60s WeHo. pg. 6 Volume 29 No. 9 Serving the Beverly Hills, West Hollywood, Hancock Park and Wilshire Communities February 28, 2019 Hollywoodn hotel headed for council Nate ‘n Al remains Neighbors are taking issue with potential parking, environmental in Beverlyan agreementHills to keep one of the region’s most famous delicatessens issues Beverly Hills Vice Mayor John in Beverly Hills for the foreseeable Mirisch once said Nate ‘n Al leav- future. ing Beverly Hills would be like the The city of Beverly Hills has Dodgers leaving Brooklyn. After entered into a lease agreement with An eight-story hotel under con- about a year of its rumored closure, struction in Hollywood has some the city of Beverly Hills has reached See Nate ‘n Al page 25 Los Angeles residents less than thrilled. The project, which is called the Selma Wilcox Hotel due to its location at the corner of West Selma and North Wilcox avenues, plans to have 114 rooms, a restau- rant and bar on the ground floor photo by Cameron Kiszla and a rooftop terrace. Casey Maddren, an opponent of A hotel planned for the corner of West Selma and North Wilcox the project, said neighbors have avenues has drawn opposition and appeals after approval by the issues with environmental con- Planning Commission. The project goes before the Los Angeles City cerns and a lack of parking. Council March 5. Maddren said the project would also add yet another bar in an area those behind the project are build- within a block of the intersection that is already full of places that ing a series of five “party hotels” – of Selma and Wilcox avenues.