An Educator's Guide to the Tujunga/Pacoima Watershed
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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. -
NWS Public Information Statement
National Weather Service Page 1 of 3 Print This Page Media Home Version: Current 1 2 3 4 5 6 7 8 9 10 PUBLIC INFORMATION STATEMENT NOUS46 KLOX 131839 PNSLOX PUBLIC INFORMATION STATEMENT NATIONAL WEATHER SERVICE LOS ANGELES/OXNARD CA 1140 AM PDT SAT OCT 13 2007 ...PRELIMINARY RAINFALL TOTALS... THE FOLLOWING ARE FINAL RAINFALL TOTALS IN INCHES FOR THIS RAIN EVENT THROUGH 1100 AM THIS MORNING. .LOS ANGELES COUNTY METROPOLITAN HAWTHORNE (HHR)................... 0.50 LOS ANGELES AP (LAX).............. 0.64 DNTWN LOS ANGELES (CQT)........... 0.95 LONG BEACH (LGB).................. 0.54 MONTE NIDO FS..................... 0.59 BIG ROCK MESA..................... 0.75 BEL AIR HOTEL..................... 0.98 BALLONA CK @ SAWTELLE............. 0.83 BEVERLY HILLS..................... 0.96 L.A. R @ FIRESTONE................ 0.45 LA HABRA HEIGHTS.................. 0.35 .LOS ANGELES COUNTY VALLEYS BURBANK (BUR)..................... 0.49 VAN NUYS (VNY).................... 0.48 NEWHALL (3A6)..................... 0.38 AGOURA............................ 0.28 SEPULVEDA CYN @ MULHL............. 0.51 PACOIMA DAM....................... 0.71 HANSEN DAM........................ 0.48 SAUGUS............................ 0.20 DEL VALLE......................... 0.29 .LOS ANGELES COUNTY SAN GABRIEL VALLEY EAGLE ROCK RSRV................... 0.35 EATON WASH @ LOFTUS............... 0.51 SAN GABRIEL R @ VLY............... 0.35 EATON DAM......................... 0.39 WALNUT CK S.B..................... 0.47 SANTA FE DAM...................... 0.41 WHITTIER HILLS.................... 0.55 CLAREMONT......................... 0.33 .LOS ANGELES COUNTY MOUNTAINS AND FOOTHILLS SANDBERG (SDB).................... 0.08 EATON DAM......................... 0.39 SANTA ANITA DAM................... 0.39 MORRIS DAM........................ 0.20 BIG DALTON DAM.................... 0.39 http://www.wrh.noaa.gov/lox/media/getprodplus.php?wfo=lox&prod=LAXPNSLOX&version=0&print... 10/14/2007 National Weather Service Page 2 of 3 SIERRA MADRE MAINT YD............ -
Initial Study/Negative Declaration for Big Tujunga Wash at Oro Vista Avenue Maintenance Program (W.O
FINAL Initial Study/Negative Declaration for Big Tujunga Wash at Oro Vista Avenue Maintenance Program (W.O. E1907637) November 2017 Bureau of Engineering City of Los Angeles Environmental Management Group This Page Intentially Left Blank CITY OF LOS ANGELES CALIFORNIA ENVIRONMENTAL QUALITY ACT INITIAL STUDY (Article I - City CEQA Guidelines) Council District: 7 Draft date: July 2, 2015 Final date: November 2015 Lead City Agency: Department of Public Works, Bureau of Engineering, Environmental Management Division (BOE/EMG) Project Title: Big Tujunga Wash at Oro Vista Avenue Maintenance Program (W.O. E1907637) Project Sponsor: Department of Public Works, Bureau of Street Services I. INTRODUCTION A. Purpose of an Initial Study The California Environmental Quality Act (CEQA) was enacted in 1970 for the purpose of providing decision-makers and the public with information regarding environmental effects of proposed projects; identifying means of avoiding environmental damage; and disclosing to the public the reasons behind a project’s approval even if it leads to environmental damage. The Bureau of Engineering Environmental Management Group (BOE/EMG) has determined the proposed project is subject to CEQA and no exemptions apply. Therefore, the preparation of an initial study is required. An initial study is a preliminary analysis conducted by the lead agency, in consultation with other agencies (responsible or trustee agencies, as applicable), to determine whether there is substantial evidence that a project may have a significant effect on the environment. If the initial study concludes that the project, with mitigation, may have a significant effect on the environment, an environmental impact report should be prepared; otherwise the lead agency may adopt a negative declaration or mitigated negative declaration. -
Los Angeles River Jurisdictional Determination Special Case Cover
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION IX 75 Hawthorne Street San Francisco, CA 94105·3901 JUL 6 2010 OFFICE OF THE REGIONAL ADMINISTRATOR Colonel Mark Toy District Engineer, Los Angeles District U.S. Army Corps of Engineers P.O. Box 532711 Los Ange les, California 90053-2325 Dear Colonel Toy: This letter transmits the Clean Water Act (CWA) jurisdictional determination for the Los Angeles River. On August 17, 2008, EPA's Assistant Administrator for Water designated the Los Angeles River as a "Special Case" as defined by the EPA-Corps 1989 Memorandum ofAgreement (MOA) regarding coordination on matters ofgeographic jurisdiction. Pursuant to the MOA, designation ofthe "Special Case" made EPA responsib le for determining the extent to which the Los Angeles River was protected as a "water ofthe United States." Specifically, EPA analyzed the river's status as a "Traditional Navigable Water," one ofseveral categories ofjurisdictional waters under the Act. We conclude that the mainstem ofthe Los Angeles River is a "Traditional Navigable Water" from its origins at the confluence of Arroyo Calabasas and Bell Creek to San Pedro Bay at the Pacific Ocean, a distance of approximately 51 miles . In reaching this conclusion, Region 9 and Headquarters staffconsidered a number offactors, including the ability ofthe Los Angeles River under current conditions offlow and depth to support navigation by watercraft; the history ofnavigation by watercraft on the river; the current commercial and recreational uses of the river; and plans for future -
16. Watershed Assets Assessment Report
16. Watershed Assets Assessment Report Jingfen Sheng John P. Wilson Acknowledgements: Financial support for this work was provided by the San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy and the County of Los Angeles, as part of the “Green Visions Plan for 21st Century Southern California” Project. The authors thank Jennifer Wolch for her comments and edits on this report. The authors would also like to thank Frank Simpson for his input on this report. Prepared for: San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy 900 South Fremont Avenue, Alhambra, California 91802-1460 Photography: Cover, left to right: Arroyo Simi within the city of Moorpark (Jaime Sayre/Jingfen Sheng); eastern Calleguas Creek Watershed tributaries, classifi ed by Strahler stream order (Jingfen Sheng); Morris Dam (Jaime Sayre/Jingfen Sheng). All in-text photos are credited to Jaime Sayre/ Jingfen Sheng, with the exceptions of Photo 4.6 (http://www.you-are- here.com/location/la_river.html) and Photo 4.7 (digital-library.csun.edu/ cdm4/browse.php?...). Preferred Citation: Sheng, J. and Wilson, J.P. 2008. The Green Visions Plan for 21st Century Southern California. 16. Watershed Assets Assessment Report. University of Southern California GIS Research Laboratory and Center for Sustainable Cities, Los Angeles, California. This report was printed on recycled paper. The mission of the Green Visions Plan for 21st Century Southern California is to offer a guide to habitat conservation, watershed health and recreational open space for the Los Angeles metropolitan region. The Plan will also provide decision support tools to nurture a living green matrix for southern California. -
The Pacoima Wash Greenway
THE PACOIMA WASH GREENWAY Linking & Greening Communities Pacoima Demographics Located in Northeast San Fernando Valley 100,000 Residents 85% Latino, 8% African American 21% Live in garages or rented rooms 19% Receive Food Stamps 17% Below Poverty Level Cumulative Impacts The cumulative impacts of these pollution sources creates a toxic environment. Health Impacts 48% Child Obesity (3 X county average) 20% Asthma 6% Diabetes 75 Acres of Parks Less than 1-acre of parks per 1,000 Residents (recommended ratio is 10-acres to 1,000 residents) Pacoima Wash Project Funding Project funded through a Policies for Livable, Active Communities and Environments (PLACE) grant from the Los Angeles County Department of Health. Goal of the PLACE grant is “to foster policy change that supports the development of healthy, active environments for all Los Angeles County residents.” Pacoima Wash San Fernando: 1.6 Miles Sylmar: 2 Miles Pacoima: 1 Mile Arleta: 2.5 Miles _____________________ Total Greenway Length: 7.1 Miles Community Organizing Over 32 Focus groups 5 large community workshops, including an on- site mapping activity with over 100 residents 3 Working Events 200 Person Supporter Database Community Organizing Physical Project Before After Physical Project Before After Community Engagement Project Partners Community Engagement Accomplishments Completion of the Pacoima Wash Vision Plan Inclusion of the Vison Plan in the Sylmar Community Plan Two (2) New Pocket Parks Preliminary Engineering for 3.5 mile bikeway Anticipated Construction of 1.5 Mile Bike Path In San Fernando Next Steps / Challenges Construct Greenway Connect to Angeles National Forest and LA River Develop Funding Strategy Construct Additional Parks Strengthen Connections to Surrounding Community Thank you! Pacoima Beautiful 13520 Van Nuys Blvd. -
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.................. -
OUFS for North Hollywood Well Field Area of North Hollywood/Burbank NPL Site, SFV Groundwater Basin, W/Executive Summary
POOR LEGIBILITY ONE OR MORE PAGES IN THIS DOCUMENT ARE DIFFICULT TO READ DUE TO THE QUALITY OF THE ORIGINAL V SFUND RECORDS CTR 2166-04905 Los Angeles Department of Water and Power SFUND RECORDS CTR 88134326 OPERABLE UNIT FEASIBILITY STUDY FOR THE NORTH HOLLYWOOD WELL FIELD AREA OF THE NORTH HOLLYWOOD-BURBANK NPL SITE, SAN FERNANDO VALLEY GROUNDWATER BASIN NOVEMBER 1986 n LOS ANGELES DEPARTMENT OF WATER AND POWER OPERABLE UNIT FEASIBILITY STUDY FOR THE NORTH HOLLYWOOD WELL FIELD AREA n / OF THE NORTH HOLLYWOOD-BURBANK NPL SITE, SAN FERNANDO VALLEY GROUNDWATER BASIN a November 17, 1986 p*« fi •i TABLE OF CONTENTS EXECUTIVE SUMMARY . 1 FORWARD• 7 I. INTRODUCTION 10 Background 10 Importance of Los Angeles Groundwater 14 Regional Setting and Site Location 17 Hydrogeologic Setting1 18 Nature and Extent of Problem ' 19 n Characterization of Contaminant Incidence 22 II. IDENTIFICATION, DEVELOPMENT, AND SCREENING OF REMEDIAL TECHNOLOGIES . 25 Overview of Screening 25 Screening Criteria . 26 Response Actions - 27 Summary of Preliminary Remedial Action Screening 58 III. DEVELOPMENT OF REMEDIAL ALTERNATIVES . 60 Description of Groundwater Extraction/Conveyance System . 61 Alternative A - Aeration 62 Alternative B - Granular Activated Carbon Adsorption 66 Alternative C - Combined Aeration/GAC 70 Alternative D - Ultraviolet Irradiation/Ozonation 70 IV. SCREENING OF REMEDIAL ALTERNATIVES 73 Environmental and Public Health Screening .74 Cost Screening 78 Recommendation and Summary of Candidate Treatment Methods . 83 V. TECHNICAL EVALUATION OF SCREENED ALTERNATIVES 86 Aeration ••'• ' ~ 87 Granular Activated Carbon Adsorption 90 Aeration/GAC 92 Summary of Technical Evaluation Process 95 Cost Comparison 98 . VI. INSTITUTIONAL REQUIREMENTS . 103 Federal Agencies 105 State Agencies 106 Regional Agencies . -
1987-88 Water Year Annual Report May 1989
UPPER LOS ANGELES RIVER AREA WATER MASTER CITY OF LOS ANGELES VS. CITY OF SAN FERNANDO. ET AL CASE NO. 650079 - COUNTY OF LOS ANGELES WATERMAST'ER SERVICE IN THE UPPER LOS ANGELES RIVER AREA LOS ANGELE·S COUNTY OCTOBER 1, 1987 - SEPTEMBER 30, 1988 MAY 1989 UPPER LOS ANGELES RIVER AREA WATERMASTER CITY OF LOS ANGELES VS. CITY OF SAN FERNANDO. ET AL CASE NO. 650079 - COUNTY OF LOS ANGElES MELVI:-.i L BLEVINS WATERMASTER. MAILING ADDRESS: Office I.ocatiun Room 1455 ULARA Water master III 'liorth Hope Street P.O. Box III. Rm. 1455 I. .. , Angeles, CA Los Angeles. CA 90051 Telephone 1~1.l14KI 6177 I 1 WATER MASTER SERVICE IN THE [ UPPER LOS ANGELES RIVER AREA LOS ANGELES CO.UNTY I OCTOBER 1, 1987 - SEPTEMBER 30, 1988 1 ) ) 1 1 \ MAY.1989 - - -- CO~VERSION FACTORS Enqlish to Metric System of ~easurement Quantity Enqlish unit ~ultiply by To get metric equivalent Length feet (ft) II, .3048 metres (m)· 'rl miles (mi) I; 1. 6093 kilometres (km) " 2 Area square feet (ft2) .092903 square metres (m ) 2 acres 4046.9 square metres (m ) .40469 hectares (hal .40469 square hectometres (hm~) .0040469 square kilometres (km2 ) square miles (mi2) 2.590 square kilometres (km2 ) Volwae gallons (qal) 3.7854 litres (1) 3 .0017854 cubic metres (m I 6 .illion gallons (10 gal) 3785.4 cubic metres (m 1) 3 cubic feet (ft3) .028317 cubic metres (m ) cubic yards (yd1) .76455 cubic metres (m) ) acre-feet (ac-ft) 1233.5 cubic metres (m) ) .0012335 cubic hectometres (hm 1) " 3 1.233 x 10-6 cubic kilometres (km ) V01U11le/Tiae 3 (Flow) cubic feet per second (ft /5) 28.317 litres per second (l/s) 3 .028117 cubic metres ~er second (~ /s) gallons per minute (qal/min) .06309 litres per second (l/s) 6.309 x 10-5 cubic metres per second (m]/s) million gallons per day (mqd) .043813 cubic metres per second (.]/5) miners inch* .70792 (.56634) litres per second (l/s) tF - 32 Temperature Degrees Fahrenheit (OF) -r:a- tC Deqre~s Celsius (OC) ... -
UCLA Electronic Theses and Dissertations
UCLA UCLA Electronic Theses and Dissertations Title What’s the Dam Problem? Hazardous Dams, Flood Risk, and Dimensions of Vulnerability in California Permalink https://escholarship.org/uc/item/7h65t0tt Author McOmber, Britta Publication Date 2018 Peer reviewed|Thesis/dissertation eScholarship.org Powered by the California Digital Library University of California UNIVERSITY OF CALIFORNIA Los Angeles What’s the Dam Problem? Hazardous Dams, Flood Risk, and Dimensions of Vulnerability in California A thesis submitted in partial satisfaction of the requirements for the degree Master of Urban and Regional Planning by Britta McOmber 2018 © Copyright by Britta McOmber 2018 ABSTRACT OF THE THESIS What’s the Dam Problem? Hazardous Dams, Flood Risk, and Dimensions of Vulnerability in California by Britta McOmber Master of Urban and Regional Planning University of California, Los Angeles, 2018 Professor Susanna B. Hecht, Chair In the state of California, dams are aging, underfinanced, and in many cases ill-maintained. The Oroville Dam Spillway Failure in February 2017 demonstrates that even dams with satisfactory condition ratings can be at risk of failing from a combination of climatic, political, economic, and structural factors. It is therefore necessary to look beyond the condition assessment of a dam and instead consider the hazard potential status. California has 833 High Hazard Potential (HHP) dams – which the U.S. Army Corps of Engineers defines as dams that would cause significant loss of life, property destruction, or environmental damage in the case of failure or misoperation (2016). Expanding on previous literature on the sociodemographic determinants of flood-risk in cases of sea-level rise, climate change, high precipitation, and storm events, this project analyzes variables of social vulnerability within HHP dam inundation boundaries. -
2017 Local Hazard Mitigation Plan
City of Los Angeles 2017 Local Hazard Mitigation Plan Eric Garcetti, Mayor Aram Sahakian, General Manager Emergency Management Department EMERGE Ill MANAGEM August 2017 DEPART City of Los Angeles 2017 Local Hazard Mitigation Plan August 2017 PREPARED FOR PREPARED BY City of Los Angeles Emergency Management Department Tetra Tech 200 N. Spring Street 1999 Harrison Street Phone: 510.302.6300 Room 1533 Suite 500 Fax: 510.433.0830 Los Angeles, California 90012 Oakland, CA 94612 tetratech.com Tetra Tech Project # 103S4869 \\IWRS065FS1\Data\Active\0_HazMitigation\103s4869.emi_LACity_HMP\2017-08_ApprovedFinal\2017_LA_HMP_Final_2017-08-23.docx City of Los Angeles 2017 Local Hazard Mitigation Plan Contents CONTENTS Executive Summary ............................................................................................................ xxii PART 1— PLANNING PROCESS AND COMMUNITY PROFILE 1. Introduction to Hazard Mitigation Planning ................................................................... 1-1 1.1 Why Prepare This Plan? ............................................................................................................................. 1-1 1.1.1 The Big Picture ................................................................................................................................. 1-1 1.1.2 Purposes for Planning ....................................................................................................................... 1-1 1.2 Who Will Benefit From This Plan? .......................................................................................................... -
San Fernando Valley Groundwater Basin Bulletin 118
South Coast Hydrologic Region California’s Groundwater San Fernando Valley Groundwater Basin Bulletin 118 San Fernando Valley Groundwater Basin • Groundwater Basin Number: 4-12 • County: Los Angeles • Surface Area: 145,000 acres (226 square miles) Basin Boundaries and Hydrology The San Fernando Valley Groundwater Basin was adjudicated in 1979 and includes the water-bearing sediments beneath the San Fernando Valley, Tujunga Valley, Browns Canyon, and the alluvial areas surrounding the Verdugo Mountains near La Crescenta and Eagle Rock. The basin is bounded on the north and northwest by the Santa Susana Mountains, on the north and northeast by the San Gabriel Mountains, on the east by the San Rafael Hills, on the south by the Santa Monica Mountains and Chalk Hills, and on the west by the Simi Hills. The valley is drained by the Los Angeles River and its tributaries. Precipitation in the San Fernando Valley ranges from 15 to 23 inches per year and averages about 17 inches. Hydrogeologic Information Water Bearing Formations The water-bearing sediments consist of the lower Pleistocene Saugus Formation, Pleistocene and Holocene age alluvium (CSWRB 1962). The ground-water in this basin is mainly unconfined with some confinement within the Saugus Formation in the western part of the basin and in the Sylmar and Eagle Rock areas (CSWRB 1962). The average specific yield for deposits within the basin varies from about 14 to 22 percent (DPW 1934). Well yield averages about 1,220 gpm with a maximum of about 3,240 gpm. Alluvium. Holocene age alluvium consists primarily of coarse-grained unsorted gravel and sand deposited by coalescing alluvial fans emanating from the surrounding highlands.