3-8 Geologic-Seismic
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
La Verne Wilderness Area Management and Public Access Plan
Community Service Department and Back of Cover DO NOT PRINT THIS PAGE DELETE FROM PDF La Verne Wilderness Area Management and Public Access Plan City of La Verne Community Service and Community Development Departments 3660 D Street La Verne, California 91750 prepared with the assistance of Rincon Consultants 250 East 1st Street, Suite 301 Los Angeles, California 90012 2M Associates Box 7036 Landscape Station Berkeley, California 94707 June 2018 Cover image: Northern Mixed Chaparral community at the western edge of the La Verne Wilderness Area, facing southwest © Rincon Consultants, Inc. 2016 Back of Title Page DO NOT PRINT THIS PAGE DELETE FROM PDF La Verne Wilderness Area Management and Public Access Plan Table of Contents Vision .......................................................................................................................................... 1 Existing Conditions ...................................................................................................................... 1 Regional Setting ....................................................................................................................... 1 La Verne Wilderness Area ........................................................................................................ 2 Wildlife Habitat Conditions ...................................................................................................... 4 Watershed Conditions.............................................................................................................. 6 -
Habitat Restoration in the Arroyo Seco Watershed
Appendix F: Habitat Restoration in the Arroyo Seco Watershed IV- F Verna Jigour Conservation Ecology Services (408) 246-4425 3318 Granada Avenue, Santa Clara, CA 95051 Fax: (408) 985-2770 Associates email: VJigour @aol.com Habitat Restoration in the Arroyo Seco Watershed Prepared By Verna Jigour, Verna Jigour Associates Dan Cooper, National Audubon Society Matt Stoecker, Stream Ecologist Edited by Jessica Hall/Lynnette Kampe, North East Trees Introduction The Arroyo Seco watershed spans a diversity of habitat types and conditions. Restoration efforts must consider relatively intact, but threatened ecosystems within the Angeles National Forest as well as highly degraded habitats in urban areas. The major issues of concern with respect to habitat restoration in the Arroyo Seco watershed include: • Watershed Integrity – and functionality from the perspective of biological diversity • Habitat Quality & Connectivity– structure and viability for focal wildlife species • Habitat Connectivity – for wildlife movement needs • Restoration of Habitat-Shaping Natural Processes – such as fluvial disturbance and corresponding natural succession • Provision of Adequate Physical Space – to meet habitat requirements of area-sensitive species and to allow for naturally-sculpted habitats, and • Opportunities for positive relationships between humans and their wild neighbors These issues are explored throughout the following sections of this document: Page I. Habitat Restoration Goals 2 II. Watershed Integrity 3 III. Habitat Descriptions & Restoration Considerations 4 IV. Focal Species Approach to Habitat Restoration Goals 17 V. Restoration Issues & Opportunities 35 Arroyo Seco Watershed Habitat Restoration: Jigour, Cooper, Stoecker October, 2001 Page 1 of 46 I. Habitat Restoration Goals The overarching goal for habitat restoration across the Arroyo Seco watershed is to restore functional ecosystems. -
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. -
Economic Recovery Recommendation Report
Economic Recovery Recommendation Report June 2020 Los Angeles County Economic Resiliency Task Force Infrastructure Development and Construction Sector Subcommittee Fran Inman, Chair County of Los Angeles Coronavirus (COVID-19) Economic Resiliency Task Force Infrastructure Development and Construction Sector Recommendation Report Introduction: As Los Angeles County represents a huge, diverse geographic footprint with an incredibly diverse population base, we collectively have the opportunity with the Infrastructure, Development, and Construction sector(s) to provide a robust economic stimulus across our County and beyond. In the face of the COVID-19 crisis, the County must strengthen its commitment to sustainability, equity, and resilience in order to create a pathway for investment in a safe, healthy, and inclusive future. Throughout our nation’s history, a concerted focus on infrastructure investments during an economic downturn has reaped both short-term and long-term benefits. This combined sector represents an enormous opportunity to leverage both public and private investments to provide immediate positive economic impacts for all with good paying jobs, dynamic career pathways, and the pride of playing a part in the development of tangible assets. We appreciate the work of our fellow task force sectors and recognize that each and every one of these sectors has cross-over economic recovery needs relating to infrastructure, development, and construction. Our work group represents a broad base and stands ready to continue our engagement as we recognize that our work will not be complete with this initial report. We hope the focus we have provided with our initial recommendations will be viewed as just the beginning of our bold, inclusive vision. -
Report of Geotechnical Investigation Proposed Improvements
REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED IMPROVEMENTS PROPOSED RIO HONDO SATELLITE CAMPUS EL RANCHO ADULT SCHOOL 9515 HANEY STREET PICO RIVERA, CALIFORNIA Prepared for: RIO HONDO PROGRAM MANAGEMENT TEAM Whittier, California January 20, 2016 Project 4953-15-0302 January 20, 2016 Mr Luis Rojas Rio Hondo Program Management Team c/o Rio Hondo College 3600 Workman Mill Road Whittier, California 90601-1699 Subject: LETTER OF TRANSMITTAL Report of Geotechnical Investigation Proposed Improvements Proposed Rio Hondo Satellite Campus El Rancho Adult School 9515 Haney Street Pico Rivera, California, 90660 Amec Foster Wheeler Project 4953-15-0302 Dear Mr. Rojas: We are pleased to submit the results of our geotechnical investigation for the proposed improvements as part of the proposed Rio Hondo Satellite Campus at the El Rancho Adult School in Pico Rivera, California. This investigation was performed in general accordance with our proposal dated November 24, 2015, which was authorized by e-mail on December 15, 2015. The scope of our services was planned with Mr. Manuel Jaramillo of DelTerra. We have been furnished with a site plan and a general description of the proposed improvements. The results of our investigation and design recommendations are presented in this report. Please note that you or your representative should submit copies of this report to the appropriate governmental agencies for their review and approval prior to obtaining a permit. Correspondence: Amec Foster Wheeler 6001 Rickenbacker Road Los Angeles, California 90040 USA -
City of Monrovia General Plan General Plan Safety Element Safety
City of Monrovia General Plan Safety Element Adopted June 12, 2002 Resolution No. 2002-40 Safety Element City of Monrovia Table of Contents I. Introduction ............................................................................................................................... 1 II. Seismic Activity ......................................................................................................................... 2 A. Background......................................................................................................................... 2 1. Geologic Setting............................................................................................................ 2 2. The Alquist-Priolo Earthquake Fault Zone Act ............................................................. 2 Major Faults .................................................................................................................. 3 B. Goals, Objectives and Policies - Seismic Activity............................................................... 9 III. Flood Control........................................................................................................................... 11 A. Background....................................................................................................................... 11 1. Setting ......................................................................................................................... 11 2. Mud and Debris Flows ............................................................................................... -
NWS Public Information Statement
Page 1 of 4 Send to Printer PUBLIC INFORMATION STATEMENT NOUS46 KLOX 040045 PNSLOX PUBLIC INFORMATION STATEMENT NATIONAL WEATHER SERVICE LOS ANGELES/OXNARD CA 445 PM PST MON FEB 03 2008 ...PRELIMINARY RAINFALL TOTALS... THE FOLLOWING ARE RAINFALL TOTALS IN INCHES FOR THIS RAIN EVENT THROUGH 400 PM THIS AFTERNOON. .LOS ANGELES COUNTY METROPOLITAN AVALON............................ 0.83 HAWTHORNE (KHHR).................. 0.63 DOWNTOWN LOS ANGELES.............. 0.68 LOS ANGELES AP (KLAX)............. 0.40 LONG BEACH (KLGB)................. 0.49 SANTA MONICA (KSMO)............... 0.42 MONTE NIDO FS..................... 0.63 BIG ROCK MESA..................... 0.75 BEL AIR HOTEL..................... 0.39 BALLONA CK @ SAWTELLE............. 0.40 BEVERLY HILLS..................... 0.30 HOLLYWOOD RSVR.................... 0.20 L.A. R @ FIRESTONE................ 0.30 DOMINGUEZ WATER CO................ 0.59 LA HABRA HEIGHTS.................. 0.28 .LOS ANGELES COUNTY VALLEYS BURBANK (KBUR).................... 0.14 VAN NUYS (KVNY)................... 0.50 NEWHALL........................... 0.22 AGOURA............................ 0.39 CHATSWORTH RSVR................... 0.61 CANOGA PARK....................... 0.53 SEPULVEDA CYN @ MULHL............. 0.43 PACOIMA DAM....................... 0.51 HANSEN DAM........................ 0.30 NEWHALL-SOLEDAD SCHL.............. 0.20 SAUGUS............................ 0.02 DEL VALLE......................... 0.39 .LOS ANGELES COUNTY SAN GABRIEL VALLEY L.A. CITY COLLEGE................. 0.11 EAGLE ROCK RSRV................... 0.24 EATON WASH @ LOFTUS............... 0.20 SAN GABRIEL R @ VLY............... 0.15 WALNUT CK S.B..................... 0.39 SANTA FE DAM...................... 0.33 WHITTIER HILLS.................... 0.30 CLAREMONT......................... 0.61 .LOS ANGELES COUNTY MOUNTAINS AND FOOTHILLS http://www.wrh.noaa.gov/cnrfc/printprod.php?sid=LOX&pil=PNS&version=1 2/3/2008 Page 2 of 4 MOUNT WILSON CBS.................. 0.73 W FK HELIPORT..................... 0.95 SANTA ANITA DAM.................. -
Los Angeles County
Steelhead/rainbow trout resources of Los Angeles County Arroyo Sequit Arroyo Sequit consists of about 3.3 stream miles. The arroyo is formed by the confluence of the East and West forks, from where it flows south to enter the Pacific Ocean east of Sequit Point. As part of a survey of 32 southern coastal watersheds, Arroyo Sequit was surveyed in 1979. The O. mykiss sampled were between about two and 6.5 inches in length. The survey report states, “Historically, small steelhead runs have been reported in this area” (DFG 1980). It also recommends, “…future upstream water demands and construction should be reviewed to insure that riparian and aquatic habitats are maintained” (DFG 1980). Arroyo Sequit was surveyed in 1989-1990 as part of a study of six streams originating in the Santa Monta Mountains. The resulting report indicates the presence of steelhead and states, “Low streamflows are presently limiting fish habitat, particularly adult habitat, and potential fish passage problems exist…” (Keegan 1990a, p. 3-4). Staff from DFG surveyed Arroyo Sequit in 1993 and captured O. mykiss, taking scale and fin samples for analysis. The individuals ranged in length between about 7.7 and 11.6 inches (DFG 1993). As reported in a distribution study, a 15-17 inch trout was observed in March 2000 in Arroyo Sequit (Dagit 2005). Staff from NMFS surveyed Arroyo Sequit in 2002 as part of a study of steelhead distribution. An adult steelhead was observed during sampling (NMFS 2002a). Additional documentation of steelhead using the creek between 2000-2007 was provided by Dagit et al. -
Geology and Oil Resources of the Western Puente Hills Area, Southern California
L: ... ARY Geology and Oil Resources of the Western Puente Hills Area, Southern California GEOLOGICAL SURVEY PROFESSIONAL PAPER 420-C Geology and Oil Resources of the Western Puente Hills Area, Southern California By R. F. YERKES GEOLOGY OF THE EASTERN LOS ANGELES BASIN, SOUTHERN CALifORNIA GEOLOGICAL SURVEY PROFESSIONAL PAPER 420-C A study of the stratigraphy, structure, and oil resources of the La Habra and Whittier quadrangles UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1972 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS C. B. MORTON, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress catalog-card No. 72-600163 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 CONTENTS Page Page Abstract __________________________________________ _ Structure _________________________________________ _ C1 c 28 Introduction ______________________________________ _ 2 Whittier fault zone _____________________________ _ 29 Location and purpose __________________________ _ 2 Workman Hill fault ____________________________ _ Previous work _________________________________ _ 29 3 Whittier Heights fault __________________________ _ 30 Methods and acknowledgments ________________ .,. __ 3 Rowland fault _________________________________ _ Stratigraphy ______________________________________ _ 31 4 Norwalk fault _________________________________ _ Rocks of the basement complex _________________ _ 4 31 Unnamed greenschist ________ . _______________ _ Historic ruptures _______________ -
An Elusive Blind-Thrust Fault Beneath Metropolitan Los Angeles
R EPORTS 5 The intercept of the line with the abscissa yields Di/D 1/4, which is an extreme case, differs only by 36. N. A. Sulpice and R. J. D’Arcy, J. Phys. E 3, 477 (1970). 7% as compared with D 5 0. DV. This geometry-independent constant is i 37. Electrical charging due to the electron beam cannot 31. Microscopy was performed with a Philips CM30 200- account for the effect, because the charge found to characteristic for the specific nanotube under kV high-resolution TEM. reside on the nanotubes is positive rather than neg- investigation and is typically on the order of 32. The ripple mode may be a precursor to buckling, but ative. Furthermore, the amplitude of vibration at several volts. Similarly, attaching nanoscopic it should not be confused with bucking. Buckling (in resonance does not change with electron dose, as it contrast to rippling) is characterized as an instability would if electron beam charging were important. conducting particles to the nanotubes facilitates giving rise to a nonlinear response. It occurs in highly 38. M. Gurgoze, J. Sound Vib. 190, 149 (1996). measurements of their work functions. stressed nanotubes (and beams) and manifests as 39. We thank U. Landman, R. L. Whetten, L. Forro, and A. The methods developed here are also well one or several kinks with very small radii of curvature Zangwill for fruitful discussion and R. Nitsche for his suited to measure masses in the picogram-to- (about 1 to 10 nm). It is accompanied by abrupt analysis of the static bent nanotube. -
Appendix IS-3 Soils and Geology Report
Appendix IS-3 Soils and Geology Report August 7, 2017 Revised February 22, 2019 File No. 21439 Bishop A. Elias Zaidan, Successor Trustee Our Lady of Mt. Lebanon – St. Peter Maronite Catholic Cathedral Los Angeles Real Estate Trust 333 San Vicente Boulevard Los Angeles, California 90048 Attention: Construction Committee Subject: Environmental Impact Report, Soils and Geology Issues Proposed Church Addition and Residential Tower 333 South San Vicente Boulevard, Los Angeles, California Ladies and Gentlemen: 1.0 INTRODUCTION This document is intended to discuss potential soil and geological issues for the proposed development, as required by Appendix G of the California Environmental Quality Act (CEQA) Guidelines. This report included one exploratory excavation, collection of representative samples, laboratory testing, engineering analysis, review of published geologic data, review of available geotechnical engineering information and the preparation of this report. 2.0 SITE CONDITIONS The site is located at 333 South San Vicente Boulevard, in the City of Los Angeles, California. The site is triangular in shape, and just under one acre in area. The site is bounded by a city alley to the north, San Vicente Boulevard to the east, Burton Way to the south, and Holt Avenue to the west. The site is shown relative to nearby topographic features in the enclosed Vicinity Map. The site is currently developed with a catholic church complex, and a paved parking lot. The structures which currently occupy the site range between one and three stories in height. The site’s grade is relatively level, with no pronounced highs or lows. Vegetation at the site consists of abundant mature trees, grass lawns, bushes and shrubs, contained in manicured landscaped areas. -
The San Dimas Experimental Forest: 50 Yearsof Research
United States Department of Agriculture The San Dimas Forest Service Pacific Southwest Experimental Forest: Forest and Range Experlrnent Station 50 Yearsof Research General Technical Report PSW-104 Paul H.Dunn Susan C. Barro Wade G. Wells II Mark A. Poth Peter M. Wohlgemuth Charles G. Colver The Authors: at the time the report was prepared were assigned to the Station's ecology of chaparral and associated ecosystems research unit located in Riverside, California. PAUL H. DUNN was project leader at that time and is now project leader of the atmospheric deposition research unit in Riverside. Calif. SUSAN C. BARRO is a botanist, and WADE G. WELLS II and PETER M. WOHLGEMUTH are hydrologists assigned to the Station's research unit studying ecology arid fire effects in Mediterranean ecosystems located in Riverside, Calif. CHARLES G. COLVER is manager of the San Dimas Experimental Forest. MARK A. POTH is a microbiologist with the Station's research unit studying atmospheric deposition, in Riverside, Calif. Acknowledgments: This report is dedicated to J. Donald Sinclair. His initiative and exemplary leadership through the first 25 years of the San Dimas Experimental Forest are mainly responsible for the eminent position in the scientific community that the Forest occupies today. We especially thank Jerome S. Horton for his valuable suggestions and additions to the manuscript. We also thank the following people for their helpful comments an the manuscript: Leonard F. DeBano, Ted L. Hanes, Raymond M. Rice, William O. Wirtz, Ronald D. Quinn, Jon E. Keeley, and Herbert C. Storey. Cover: Flume and stilling well gather hydrologic data in the Bell 3 debris reservoir, San Dimas Experimental Forest.