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HomeMy WebLinkAboutResolution No. 17-7691-Approving Addendum Lakewood Improvement Proj MND• •0 10 • .. t WHEREAS, the Lakewood Boulevard Improvement Project is a comprehensive effort involving multiple improvements to the Lakewood Boulevard corridor, including pavement rehabilitation and reconstruction, pedestrian circulation and safety enhancements, drainage improvements, traffic signal upgrades, capacity enhancements,- landscaping improvements and the installation of decorative street and pedestrian safety lighting; and WHEREAS, on November 25, 2003, the City Council adopted Resolution No. 6723 approving the Mitigated Negative Declaration (MND) (attached as Exhibit "A") and Mitigation Monitoring Plan (MNP) for the Lakewood Boulevard Improvement Project. A Notice of Determination (NOD) was filed with the Los Angeles County Clerk acknowledging the approval of the project and the MND; and WHEREAS, the California Environmental Quality Act (CEQA) authorizes a lead or responsible agency to prepare an addendum to a previously adopted MND for purposes of updating said document if: (1) no substantial changes are proposed in the project which will require major revisions in the MND due to the involvement of new significant_ environmental effects or a substantial increase in severity of previously identified significant effects, (2) no substantial changes have occurred with respect to the circumstances under which the project is being undertaken which will require major revisions to the MND due to the involvement of new significant environmental effects or a substantial increase in severity of previously identified significant effects or (3) no new information of substantial importance has been discovered which was not known when the previous MND was approved; and WHEREAS, through the preparation of the addendum (attached as Exhibit "B"), the city has confirmed that: (1) there are no proposed substantial changes in the project which will require major revisions to the MND due to the involved of new significant environmental, effects or a substantial increase in severity of previously identified significant effects, (2) no substantial changes have occurred with respect to the circumstances under which the project is being undertaken which will require major revisions to the MND due to the involvement of new significant environmental effects or a -substantial increase in _severity of previously identified significant effects and (3) no new information of substantial importance has been discovered which was not known when the previous MND was approved. WHEREAS, the MND evaluated various environmental aspects related to the Lakewood Boulevard Improvement Project and findings were made that no significant impacts would occur in any of the various environmental disciplines evaluated with the exception of hazards and hazardous materials and noise; however, through the implementation of various mitigation measures as part of the project, as recommended by the MND, said potential impacts will be reduced to levels of insignificance. WHEREAS, in consideration of the aforementioned findings discovered through the completion of the addendum, the city has determined that through the approval of the addendum to the MND for the Lakewood Boulevard Improvement Project, the MND has been sufficiently updated. WHEREAS, the City Council held a public hearing to receive public comment regarding the addendum to the MND. RESOLUTION NO. PAGE 2 NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF DOWNEY DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. The City Council of the City of Downey hereby approves the addendum to the Lakewood Boulevard Improvement Project Mitigated Negative Declaration. SECTION 2. The City Clerk shall certify to the adoption of this resolution. APPROVED AND ADOPTED this 14th day of Fr; 2017, FE NDO SUEZ, Mayor ATTEST: ADRIA M. JIMEN Z„ MIAC City Clerk HEREBY CERTIFY that the foregoing Resolution was adopted by the City Council of the City of Downey at a regular meeting held on the 14th day of February, 2017 by the following vote, to wit: AYES: Council Members: Pacheco, Rodriguez, Saab, Ashton, Mayor Vasquez NOES: Council Member: None. ABSENT: Council Member: None. ABSTAIN:: Council Member: None. A IA M. ENEZ, MC City Clerk Exhibit "A" LAKEWOOD BOULEVARD IMPROVEMENT PROJECT Final Initial Study and Mitigated Negative Declaration Prepared For: City of Downey Department of Public Works 1111 Brookshire Avenue Downey, CA 90241 Prepared By: EDAW, Inc. 3780 Wilshire Boulevard, Suite 250 Los Angeles, California 90010 October 2003 Table of Contents TABLE OF CONTENTS Section page 1.0 INTRODUCTION 1.1 CEQA Process 1-1 1.3 Document Format 1-2 2.0 PROJECT DESCRIPTION 2.1 Project Location 2-1 2.2 Project Background 2-1 2.3 Description of Project 2-5 3.0 INITIAL STUDY CHECKLIST 3-1 4.0 IMPACTS AND MITIGATION MEASURES 4-1 4.1 Aesthetics 4-1 4.2 Agricultural Resources 4-2 4.3 Air Quality 4-2 4.4 Biological Resources 4-10 4.5 Cultural Resources 4-11 4.6 Geology and Soils 4-12 4.7 Hazards and Hazardous Materials 4-14 4.8 Hydrology and Water Quality 4-17 4.9 Land Use and Planning 4-20 4.10 Mineral Resources 4-21 4.11 Noise 4-22 4.12 Population and Housing 4-29 4.13 Public Services 4-29 4.14 Recreation 4-31 4.15 Transportation/Traffic 4-31 4.16 Utilities and Service Systems 4-40 4.17 Mandatory Findings of Significance 4-42 5.0 LIST OF PREPARERS 5-1 6.0 REFERENCES 6-1 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page TOC -1 11118/03 Table of Contents LIST OF FIGURES Figure 2-1 Regional Map 2-2 Vicinity Map 2-3 Proposed Project Phasing and Intersection Improvements 4.15-1 Study Area Intersections 4.15-2 Future Lane Configurations LIST OF TABLES Page 2-2 2-3 2-6 4-33 4-37 Table page 4.3-1 California and National Ambient Air Quality Standards 4-4 4.3-2 SCAQMD Air Quality Impact Significance Thresholds 4-5 4.3-3 Project -Related Construction Emissions 4-6 4.11-1 Predicted Change in Peak Hour Noise Levels 4-25 4.11-2 Construction Equipment Noise Levels 4-26 4.15-1 Intersection Level of Service Definitions 4-34 4.15-2 Future W/O Project Conditions- Level of Service Summary 4-34 4.15-3 Future With Project Conditions- Level of Service Summary 4-38 APPENDICES A Proposed Project Plans B Air Quality Calculations C Cultural Resources Assessment D Noise Calculations E Traffic Study Page TOC -2 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration TABLE O£CONTENTS!!/1 W3 1.0 Introduction SECTION 1.0 INTRODUCTION The City of Downey (City) has prepared this Initial Study/Mitigated Negative Declaration (IS/MND) to address the environmental effects of the proposed Lakewood Boulevard Improvements Project. This document has been prepared in accordance with the California Environmental Quality Act (CEQA), Public Resources Code §21000 et.seq., and the State CEQA Guidelines California Code of Regulations (CCR) §15000 et. seq. The City of Downey is the CEQA lead agency for this project. The proposed project includes roadway and intersection improvements along Lakewood Boulevard in the City of Downey, Los Angeles County. The proposed improvements, described in detail is Section 2.0, include: ■ Removal and resurfacing of the street pavement along the entire length of Lakewood Boulevard. • Upgrades to the traffic signal system. • Widening of key intersections to provide additional turning lanes and better turning radiuses for large trucks. • Providing three -through lanes in each direction. • New raised medians along with landscaping along the majority of Lakewood Boulevard. • New concrete curb, gutter and sidewalk along both sides of the entire length of Lakewood Boulevard. • Landscaping along the parkways on both sides of the entire length of Lakewood Boulevard. • New street lighting system along the entire length of Lakewood Boulevard. • Pedestrian lights along sections of the sidewalk. • Acquisition of right-of-way easements for construction of the improvements. The improvements are necessary to ensure safety and mobility for both pedestrians and motorists while enhancing the appearance of Lakewood Boulevard. 1.1 CEQA Process This IS/MND has been prepared pursuant to the requirements of Sections 15063, 15070, and 15071 of the CEQA Guidelines. This document summarizes and addresses the results of the Initial Study prepared to determine if any significant environmental effects would occur from the proposed roadway improvements along Lakewood Boulevard. In accordance with CEQA and the State CEQA Guidelines, a 30 -day public review period for this IS/MND began August 7, 2003 and will conclude on September 8, 2003. The Draft ISIMND has specifically been distributed to interested or involved public agencies, organizations, and private individuals for review. In addition, the Draft IS/ND is available for general public review at: City of Downey Engineering Division Downey City Library Department of Public Works Reference Desk 11111 Brookshire Avenue 11121 Brookshire Avenue Downey, CA 90241 Downey, CA 90241 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 1-1 10/16/03 P:\2003WO21 Lakewood Blvd\SGCHON l.doc 1.0 Introduction During the 30 -day review period, the public will have an opportunity to provide written comments on the information contained within this Draft IS/MND. The public comments on the Draft IS/MND and responses to public comments will be incorporated into the Final IS/MND. The City's Planning Commission and/or City Council will use the Final IS/MND for all environmental decisions related to this project. In reviewing the Draft IS/MND, affected public agencies and interested members of the public should focus on the sufficiency of the document in identifying and analyzing potential project impacts on the environment, and ways in which the potential significant effects of the project are proposed to be avoided or mitigated. Comments on the Draft IS/MND should be submitted in writing prior to the end of the 30 - day public review period and must be postmarked by September 8, 2003. Please submit written comments to: Mr. Hector Bordas, P.E. Principal Civil Engineer City of Downey Department of Public Works 11111 Brookshire Avenue Downey, CA 90241 1.2 Document Format This IS/MND contains five sections and one technical appendix. Section 1, Introduction, provides an overview of the project and the CEQA environmental documentation process. Section 2, Project Description, provides a detailed description of project objectives and components. Section 3, Initial Study Checklist, presents the CEQA checklist for all impact areas and mandatory findings of significance. Section 4, Impacts and Mitigation Measures, presents the environmental analysis for each issue area identified on the environmental checklist form. If the proposed project does not have the potential to significantly impact a given issue area, the relevant section provides a brief discussion of the reasons why no impacts are expected. If the proposed project could have a potentially significant impact on a resource, the issue area discussion provides a description of potential impacts, and appropriate mitigation measures and/or City permit requirements that would reduce those impacts to a less than significant level. Section 5, List of Preparers, provides a list of key personnel involved in the preparation of the IS/MND, and Section 6, References, provides a list of reference materials used during the preparation of the IS/MND. The environmental analysis included in Section 3 is consistent with the CEQA Initial Study format presented in Section 2. Impacts are separated into the following categories: • Potentially Significant Impact. This category is applicable if there is substantial evidence that an effect may be significant, and no feasible mitigation measures could be identified to reduce impacts to a less than significant level. If there are one or more "Potentially Significant Impact" entries when the determination is made, an EIR is required. Page 1-2 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:\2003\3J021 Lakewood Blvd\SEC170N I.doc 10116/03 1.0 Introduction • Less Than Significant After Mitigation. This category applies where the incorporation of mitigation measures would reduce an effect from a "Potentially Significant Impact" to a "Less Than Significant Impact." The lead agency must describe the mitigation measures, and briefly explain how they would reduce the effect to a less than significant level (mitigation measures from earlier analyses may be cross-referenced). • Less Than Significant Impact. This category is identified when the project would result in impacts below the threshold of significance, and would therefore be less than significant impacts. • No Impact. This category applies when a project would not create an impact in the specific environmental issue area. "No Impact" answers do not require an explanation if they are adequately supported by the information sources cited by the lead agency, which show that the impact does not apply to the specific project (e.g., the project falls outside a fault rupture zone). A "No Impact" answer should be explained where it is based on project -specific factors as well as general standards (e.g., the project will not expose sensitive receptors to pollutants, based on a project -specific screening analysis). The technical studies and data used to prepare this IS/1VIND are included as appendices. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 1-3 10/16/03 P:U003VJ021 Lakewood Blvd\SEC ION Ldoc 2.0 Project Description SECTION 2.0 PROJECT DESCRIPTION This section describes the objectives of the proposed project, the location of the site, and the details of the roadway improvement project, including the anticipated construction requirements and construction schedule. This information is the basis for the analysis of environmental impacts included in Section 4. 2.1 PROJECT LOCATION The proposed project is located entirely within the City of Downey in Los Angeles County (Figure 2-1). Lakewood Boulevard, formerly State Route 19 (SR 19), extends from the northern end of the City at Telegraph Road, south to Los Alamitos Circle in the City of Long Beach. The boundaries of the roadway improvement project extend from Telegraph Road to the southern terminus of the City boundary at Gardendale Street/Foster Road (Figure 2-2). The roadway crosses under Interstate -5 (I-5) on the north and over 1-105 on the south, and intersects the three major east -west thoroughfares through the City, including Florence Avenue, Firestone Boulevard, and Imperial Highway. 2.2 PROJECT BACKGROUND The overall appearance, efficient operation, and maintenance of Lakewood Boulevard are essential to the economic health and welfare of the City. As the main north -south arterial in the City, Lakewood Boulevard provides direct access to the Metro Greenline, the I-105 and I-5 freeways, and the Stonewood Shopping Center. In addition, Lakewood Boulevard will soon serve as the primary frontage for the 160 - acre Downey Landing redevelopment project, between Clark Avenue and Stewart & Gray Road. Redevelopment of this former NASA property is expected to become the largest trip generator within the City, adding substantial amounts of traffic and contributing to increased congestion along Lakewood Boulevard. The development of the property, under the Downey Landing Specific Plan, would consist of mixed use development including commercial retail, technology and business park, motion picture production, hospital, and medical office uses, totaling 3.7 million sq. ft. of floor area (City of Downey 2002). The Downey Landing Specific Plan Final Program Environmental Impact Report was approved by the City of Downey in 2002. Existing traffic volumes on Lakewood Boulevard are between 30,000 and 40,000 vehicles per day. Traffic congestion is anticipated to increase greatly as a result of the Downey Landing development. Additionally, traffic is anticipated to grow by over 60 percent on Lakewood Boulevard by 2025, partially attributable to population and employment growth in the Gateway Cities, increase in container traffic at the ports, increase in car ownership, increase in average trip length, and increase in upstream and downstream traffic (Southern California Association of Governments Regional Model). Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 2-1 10/16/03 PA2003\31021 LeL.—d BIvd\SECTTON 2.doc Figure Regional Map No Scale hike1A=ood Boulevard Crnplur>iJG11 Lzlen aui L'ou7r rn rr7 Fiqun�s Fr,�; rc:;urupdo+n u�y�ZB (dL�urh�l G1R rN l.alkmood Boulevard lirnp4uf 2rrf?1 hV2 pnfnvh f b18 0.4 2.0 Project Description High incidences of collisions occur on Lakewood Boulevard at major intersections and at locations where breaks exist in the raised median. These collisions can be attributed to congestion, lane blockage and weaving, all leading to driver frustrations. Using the recently developed Traffic -Safety Record System, Lakewood Boulevard was estimated to have a mid -block accident rate of 0.9 Collisions per Million - Vehicle Miles (Coll/MVM) and 2.40 Coll/MVM for the nine proposed median closure areas; accident rate is a commonly used measure in comparing accident frequencies between different arterials (City of Downey 2001). Based upon available studies and data provided by the California Highway Patrol, the statewide average accident rate for similar facilities is about 1.0 Coll/MVM (California Highway Patrol 2002). The accident rate for Lakewood Boulevard is more than two times the state average. These safety issues will be addressed in the proposed improvements to Lakewood Boulevard. Lakewood Boulevard is a designated truck traffic corridor. The heavy weight of the trucks causes extensive wear and damage to the pavement. There are also operational issues related to trucks, including their ability to make proper turns at intersections due to the turning radius at intersection corners. This results in trucks driving over curbs and medians and sometimes having to make several back and forth moves to make the turn. This is particularly noticeable at the intersection of Lakewood Boulevard and Imperial Highway. Additionally, since truck/tractor combinations are typically much wider and longer than passenger vehicles, these trucks can take up most of the width of a traffic lane. This can lead to safety issues as these trucks travel through traffic, including weaving within a lane and/or crossing onto adjacent lanes. These large trucks also typically take more than one lane when making right turns if the curb radius at a corner is inadequate. The cross slope of Lakewood Boulevard at various intersections can impact cross traffic. At the intersection of Stewart & Gray Road with Lakewood Boulevard, the high mid-section of Lakewood Boulevard results in deep cross gutters that require traffic to slow down extensively. This also results in drainage problems at locations with cross slope problems. The current appearance of Lakewood Boulevard does not provide for an attractive corridor and pedestrian friendly environment. Currently, the landscape and hardscape (sidewalk, curb and gutter, block walls, lighting system, etc.) are not consistent and presents a very harsh appearance. The roadway's appearance does not blend well with the community and does not provide for a pleasant driving experience. The current traffic signal system is antiquated and does not facilitate the movement of traffic in an effective manner. Traffic signal systems at individual intersections operate independently of other systems at other intersections. The existing vehicle detection systems are cumbersome to maintain and are obsolete. The signal phases require update to improve vehicle movement and to be more sensitive to pedestrians. Page 2-4 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:V003\33021 Lakewood Blvd1SECT1ON 2 doc 10116/03 2.0 Project Description Lakewood Boulevard is striped for two travel lanes in each direction in most areas of the City, but there are several locations where the roadway is striped for three through lanes, generally north of Florence Avenue. Overall, Lakewood Boulevard consists of obsolete design elements, narrow lane widths, inconsistent lane striping, poor pavement, inconsistent and harsh appearance, antiquated signal and lighting systems, and problems with cross slopes and drainage. To ensure that this critical arterial continues to meet the needs of the community while accommodating future increases in congestion, improvements to the roadway, intersections, parkway and median must be implemented. 2.3 DESCRIPTION OF PROJECT The proposed project is expected to be constructed in up to three phases (Figure 2-3). Phase I would extend from approximately Dalen Street to 5h Street. Phase II and III would extend from Gardendale Street to Dalen Street and from 5h Street to Telegraph Road. Phase I could require up to 10 months to complete. During construction of Phase I, the design and schedule for Phase II and III would be finalized. Project components are the same for the three phases. All phases of the project would involve similar design features to ensure a roadway that is uniform in design and landscape treatment. The proposed project designs are included as Appendix A. The roadway improvements would require minor realignment of overhead electrical and communication utilities and other utilities within the right-of-way. Prior to the start of construction activities, a detailed utility relocation plan would be prepared, which would outline the proposed relocation of all utilities along the roadway alignment. This plan would be submitted to appropriate City departments and applicable agencies for review and approval. All utility relocation activities would be undertaken in accordance with the approved plan in conjunction with construction of the Lakewood Boulevard improvements. In addition, the construction contractor would coordinate with all utility providers and provide advance notice to adjacent property owners to minimize disruptions to utility services from utility relocations. The following project components would be implemented under all project phases. 2.3.1 Roadway Improvements Critical objectives of the project are to improve traffic safety and mobility along Lakewood Boulevard. To address the issues that are presented by truck traffic, the proposed roadway improvements include increasing the widths of traffic lanes resulting in the overall widening of Lakewood Boulevard by approximately two feet on the eastern and western margins of the roadway. Widening would also occur at key intersections as a result of increasing the radius of the curb returns at intersection corners. This widening, coupled with the construction of right -turn pockets at intersections Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration 10/16/03 P:\2003\3J021 Lakewood Blvd\S6CIION 2-doc Page 2-5 Lakewood Boulevard Graphics 2J021 Laknvwd BanlevarMigures\Fig2_3Plraring.Jh8 (Arady) 6/18103 2.0 Project Description such as Imperial, Firestone and Stonewood Street (Third Street), would require the acquisition of parts of parcels and, in some cases, an entire parcel. Extensive effort has been made to minimize impact to properties in the design to the horizontal alignment of the project. Based on the proposed design concept, approximately 118 parcels would be impacted for the entire project. Of these parcels, six would result in the acquisition of the complete parcel. For the first phase of the project, which is generally from south of Imperial Highway to just north of Firestone Boulevard, approximately 65 parcels would be impacted. The acquisition of full parcels could involve the relocation of tenants and the removal of structures. One of the parcels includes five housing units; however, depending on the final design of the project, only one unit may be impacted, resulting in only a partial acquisition. An ultimate goal of the project is to provide unrestricted three through travel lanes in each direction to increase mobility and to address several safety issues. In achieving this goal, consideration would also be given to the impact on parking on Lakewood Boulevard. At this time, no change to current parking restrictions is proposed at the major intersections and along residential areas. The roadway improvements would include the reconstruction of the parkways that include the sidewalk on both sides of the street. The existing medians would also be reconstructed, and the following sections of Lakewood Boulevard are proposed to have a new raised and, landscaped median where none exists now: • Between I-5 Southbound on/off ramp and Gallatin Road: Northbound left -turn pocket to Ford Dealership (350' North of Gallatin Road). • Between Gallatin Road and Lubec Street: 100' median break between Suva Street and Charloma Drive. • Between Lubec Street and Florence Avenue: 400' median break, adjacent to a used car dealership (on the west side) and a strip mall (on the east). • Between Florence Avenue and Cherokee Drive: 70' median opening at approximately 300' south of Florence Avenue, near the driveway serving the retail/commercial center (Pep Boys, etc.). • Between Bellflower Boulevard and Cleta Street: 600' median opening from 250' south of Bellflower to about Hall Road; eliminate left -turn access to/from Hall Road. • Between Cleta Street and Stewart & Gray Road: 600' median opening area from Buckles Street to approximately 200' north of Stewart & Gray Road; eliminate left -turns at Buckle Street. • Between Clark Avenue and Imperial Highway: 1100' median opening area from Rose/Donovan to Meadow Road; eliminate left -turns at Meadow Road. • Between Imperial Highway and Dalen Street: 250' median opening area from just south of Imperial Highway (near Sparky's Burger and Jenny's Donuts) to Dalen Street. • Between Dalen Street and 1-105 Westbound ramps: 450' median opening area between Borston Street and Adoree Street (serves properties along the west side of Lakewood Boulevard). Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 2-7 10/16/03 PA2003\31021 Lakewood DWASEMON 2.doc 2.0 Project Description In general, the purpose of constructing a median across these portions of Lakewood Boulevard is to provide for better traffic flow and control, to address safety issues resulting from accidents occurring at those locations, and to improve the efficiency and operation of an intersection that would otherwise be impacted by an existing break in the median that is located very close to an intersection (e.g. Meadow Road and its proximity to Imperial Highway). Additionally, the configuration of the intersection of Lakewood Boulevard, Clark Avenue and Mory Street would be modified to provide for left -turn access to the NASA site development. This would relocate the left -turn from Clark Avenue so that it would be aligned with Mory Street. The current left turn from southbound Lakewood Boulevard to southbound Clark Avenue would be eliminated. The traffic signal would then be located at Mory Street. However, there is no proposal at this time to allow through traffic from Lakewood Boulevard to Mory Street through this intersection. At Lubec Street and Lakewood Boulevard, a four-way intersection would be developed to provide a break in the current median. The intersection would include left turn pockets to allow turns from Lakewood onto Lubec, and a traffic signal would be installed at this location. A major component of the project would include repaving of the existing worn pavement, including reducing the high cross slope along the center of the street. Repaving would include removal of portions of the existing asphalt. At key intersections, all of the asphalt and base section would be removed and replaced with concrete. This would increase the life of the intersections and would reduce maintenance costs. 2.3.2 Traffic Signal and Intersection Improvements The existing traffic signal system from Telegraph Road to Gardendale Street is obsolete and would be upgraded to include synchronization and coordination of traffic signals, vehicle video detection, signal timing upgrades, protected -permissive left -turn lanes, right-turn/left-turn overlap of phases, etc. The system upgrades would facilitate traffic progress, reduce overall stops and travel delay, and minimize traffic conflicts. As discussed above, the traffic signal at the intersection of Lakewood Boulevard and Clark Avenue would be relocated to Mory Street. Additionally, a new signal would be installed at Lubec Street. The intersection improvements generally include the addition of right and left turn lanes along with widening to accommodate the additional turn lanes. Additional lanes are proposed at the following intersections: Page 2-8 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:\2003U]021 Lokewwd Blvd\SEGT[ON 2 doe 10/16/03 2.0 Project Description Imperial Highway/Lakewood Boulevard Through lanes southbound on Lakewood Boulevard • Through lanes northbound on Lakewood Boulevard • Left turn lane, from Lakewood Boulevard northbound to Imperial Highway • Left turn lane, from Lakewood Boulevard southbound to Imperial Highway • Right turn lane from Imperial Highway to southbound Lakewood Boulevard Mory Street/Lakewood Boulevard • Left turn lane from Lakewood Boulevard southbound to entrance to NASA site Stewart & Gray Road/Lakewood Boulevard • Through lane southbound on Lakewood Boulevard • Through lane northbound on Lakewood Boulevard Bellflower Boulevard/Lakewood Boulevard • Combination right turn lane/through lane, from Lakewood Boulevard northbound to Bellflower Boulevard * Left turn lane, from Lakewood Boulevard southbound to Bellflower Boulevard Firestone Boulevard/Lakewood Boulevard • Right turn lane, from Lakewood Boulevard northbound to Firestone Boulevard • Right turn lane, from Lakewood Boulevard southbound to Firestone Boulevard • Left turn lane, from Firestone Boulevard eastbound to Lakewood Boulevard • Right turn lane, from Firestone Boulevard westbound to Lakewood Boulevard • Left turn lane, from Firestone Boulevard westbound to Lakewood Boulevard Stonewood Street/Lakewood Boulevard * Right tum lane, from Lakewood Boulevard northbound to Stonewood Street • Through lane southbound on Lakewood Boulevard • Through lane northbound on Lakewood Boulevard Gardendale Street/Lakewood Boulevard • Right turn lane, from Lakewood Boulevard southbound to Gardendale Street Lubec Street/Lakewood Boulevard • Four way intersection including left -turn lanes from Lakewood Boulevard to Lubec Street. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 2-9 10/16/03 P:12003\31021 L.nke—d BMv SECCION 24- 2.0 Project Description 2.3.3 Landscape Improvements The proposed landscaping improvements would enhance and soften the existing inconsistent and harsh appearance of Lakewood Boulevard. Mature trees, low bushes, flowering plants and sod are proposed along the new parkway and raised median. A new irrigation system would also be installed to maximize the use of reclaimed water and reduce the City's dependence on potable water. Existing street trees would be considered for salvaging wherever possible. The landscaping would provide a uniform appearance for Lakewood Boulevard that would also be integrated with the landscaping of the development proposed for the former NASA site. There would be a mixture of trees that would allow for enhancements at intersections. 2.3.4 Storm Drain Improvements Various sections of Lakewood Boulevard currently experience flooding and poor drainage during periods of heavy rain. This includes the areas near I-5 and along Cherokee Drive. These poor drainage conditions impact the flow of traffic and create safety concerns. The proposed drainage improvements would consist of construction of necessary storm drain system improvements, catch basins, and/or cross gutters. 2.3.5 New Street and Pedestrian Lighting To address problems associated with an inadequate and an obsolete lighting system, it is proposed that a new street light system would be installed either along the new center median or along the parkways on both sides of Lakewood Boulevard. Additionally, to provide a friendlier atmosphere for pedestrians, a new pedestrian lighting system is proposed along the parkways in pedestrian areas of Lakewood Boulevard. The lighting systems would be consistent in appearance and may employ a more modern look in terms of the light fixtures and poles. 2.3.6 Noise Wall Block walls would be constructed in two locations: along the existing landscaping strip that separates the frontage road on the west side of Lakewood Boulevard, from approximately Alameda Street to Meadow Road; and along portions north of Florence Avenue to just north of Lubec Street, on the east side of Lakewood Boulevard. The block walls would provide a visual and noise barrier for the adjacent residential properties facing Lakewood Boulevard. Landscaping treatments, such as ivy, would cover the walls, and a sidewalk would be constructed on both sides of the walls. Page 2-10 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003UJO21 Lakewood BIvd%SECTION 2.doc 10/16/03 2.0 Project Description Construction Requirements The design of the proposed roadway improvements would be in accordance with American Public Works Association (APWA), City of Downey Department of Public Works, and other applicable standards. Contract documents for the construction of the project would incorporate provisions regarding standard construction practices including, but not limited to, worker and public safety measures, construction equipment operation and maintenance, erosion and drainage control, and traffic control. A "safe construction practices" plan would be prepared and implemented in accordance with California Occupational Safety and Health Administration (CaIOSHA) requirements for worker and public safety during construction. The construction contractor would be responsible for properly implementing the required Best Management Practices (BMPs) to prevent sediments and pollutants from discharging to adjacent surface waters and storm drains. Approximately 25 to 100 part-time and full-time construction workers would be required to construct the roadway improvements. Construction crews would access Lakewood Boulevard from adjacent surface streets, arterials, and highways. Generally, the following pieces of heavy equipment may be operated during construction: • 1 Loader • 1 Backhoe • 1 Dozer • 2 Pavers • 1 Concrete pump • 1 Electric generator • 1 Air compressor • 1 Concrete truck • 2 High side end dump truck • 2 Pickup trucks • 2 Delivery trucks It is anticipated that half -width improvements would be constructed in segments. For example, in Phase I, the northbound lanes of Lakewood Boulevard would be closed to traffic for four blocks at a time while the new roadway, median, and parkway improvements would be constructed. Once a segment has been constructed, that segment would be opened to traffic and the next segment would be constructed. Once Phase I northbound improvements had been completed, the Phase I southbound improvements would be constructed in segments. The next phases would follow the same construction approach. Traffic control plans would divert traffic to parallel streets during the construction period. 2.3.7 Project Phasing The project would be constructed in up to three phases. Phase I would consist of the portion just south of Imperial Highway to just north of Firestone Boulevard. This phase would encompass the portion that is adjacent to the NASA site. The second and third phases would include those portions of Lakewood Boulevard just south of Imperial Highway to Gardendale Street and the portion just north of Firestone Boulevard to Telegraph Road. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 2-11 10116tO3 P:N2003\31021 Lakewood BIvd\SECTION 2.doe 3.0 Initial Study Checklist SECTION 3.0 INITIAL STUDY CHECKLIST 1. Project title: Lakewood Boulevard Improvement Project 2. Lead agency: City of Downey 11111 Brookshire Avenue Downey, CA 90241 3. Contact person: Mr. Hector Bordas Principal Engineer City of Downey Department of Public Works 11111 Brookshire Avenue Downey, CA 90241 4. Project location: Lakewood Boulevard, Downey, CA The proposed improvements would occur along Lakewood Boulevard in the City of Downey, Los Angeles County (Figure 2-1). Lakewood Boulevard extends through the City of Downey in a slightly northeast to southwest direction (Figure 2-2). The roadway crosses under I-5 on the north and over 1-105 on the south, and intersects three major east -west thoroughfares within the City, including Florence Avenue, Firestone Boulevard, and Imperial Highway. Lakewood Boulevard formerly comprised the southern portion of SR 19, which extended from Pasadena on the north to Long Beach in the South. North of the City of Downey, Lakewood Boulevard turns into Rosemead Boulevard. 5. General plan designation: The General Plan Circulation Element designation for Lakewood Boulevard is Major Arterial. A Major Arterial is classified as a four to six lane divided roadway. 6. Zoning: The proposed project extends for several miles through the City and therefore is adjacent to a number of zoning designations. The zoning along Lakewood Boulevard is generally mixed residential and commercial from Telegraph Road to Gardendale Road. The zones adjacent to Lakewood Boulevard in the project area include: Single -Family Residential (R-1), Two -Family Residential (R-2), Medium Density Multiple -Family Residential (R-3), Parking Buffer (P -B), Hospital -Medical Arts (H -M), Professional Office (C -P), General Commercial (C-2), Central Business District (C-3), and Planned Unit Development Overlay (PUD). Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-1 SECTION 3 10/16193 3.0 Initial Study Checklist 7. Description of project: The proposed project involves improvements along Lakewood Boulevard, extending north to south across the City of Downey, from Telegraph Road to Gardendale Street. The project would be constructed in up to three phases, as shown on Figure 2-3. Phase I is from approximately Dalen Street to 5t' Street; Phase II and III are from Gardendale Street to Dalen Street and 5's Street to Telegraph Road. The proposed project would include the following components: reconstruction or repaving of Lakewood Boulevard, including median and parkway reconstruction; roadway lane reconfiguration; acquisition of right-of-way and property improvements; landscape improvements to achieve uniform design; traffic signal and turn lane improvements; drainage improvements; and new street and pedestrian lighting. S. Surrounding land uses and setting: (Briefly describe the project's surroundings.) In general, the land use surrounding Lakewood Boulevard is a mix of commercial and residential property. Because Lakewood Boulevard passes through the City from its northern border to its southern terminus, the roadway passes through a variety of land uses. Other adjacent properties include a park, hospital, cemetery, and several missed used developments. The Downey Landing redevelopment project is located along the eastern side of the road, south of Stewart & Gray Road. 9. Other public agencies whose approval is required: (e.g., permits, financing approval, or participation agreement.) The City would be required to obtain property from areas of right-of-way take. Each property would have a separate approval and participation agreement. The City DPW would be required to approve various ministerial approvals (e.g., utility relocation, grading, drainage, and traffic control). Page 3-2 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 10/16103 3.0 Initial Study Checklist ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact' as indicated by the checklist on the following pages. Aesthetics Biological Resources 1 1 Hazards & Hazardous Materials Mineral Resources �1 Public Services Utilities/Service Systems Agricultural Resources Cultural Resources F1Hydrology/Water Quality El Noise Recreation Air Quality Geology/Soils Land Use/Planning Population/Housing D- I Transporiation/Traffic Mandatory Findings of Significance DETERMINATION: (To be completed by the Lead Agency), On the basis of this initial evaluation: I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions to the project have been made by or agreed to by the applicant. A MITIGATED NEGATIVE DECLARATION will be prepared. I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. I find that the proposed project MAY have a "potentially significant impact' or "potentially significant unless mitigated" impact on the environment, but at least one effect (1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and (2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the project, nothing further is required. Signature /� Date 10-03 _r f Printed Name Hector Bordas Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-3 SEC77ON 3 10/16103 3.0 Initial Study Checklist This page intentionally left blank. Page 3-4 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SEMON 3 101IM3 3.0 Initial Studv Checklist Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-5 SECTION 3 10/2&93 10 c c 1. AESTHETICS. Would the project: a. Have a substantial adverse effect on a scenic vista? X b. Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state X scenic highway? c. Substantially degrade the existing visual character or quality of X the site and its surroundings? d. Create a new source of substantial light or glare that would X adversely affect day or nighttime views in the area? e. Create a new source of substantial shade or shadow that would X adversely affect daytime views in the area? 2. AGRICULTURE RESOURCES. In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland. Would the project: a. Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring X Program of the California Resources Agency, to non-agricultural use? b. Conflict with existing zoning for agricultural use, or a X Williamson act contract? c. Involve other changes in the existing environment that, due to their location or nature, could result in conversion of Farmland, X to non-agricultural use? 3. AIR QUALITY. Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the project: a. Conflict with or obstruct implementation of the applicable air X quality plan? b. Violate any air quality standard or contribute substantially to an X existing or projected air quality violation? Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-5 SECTION 3 10/2&93 3.0 Initial Study Checklist Yage 3-6 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 10128103 �9 •� bo ti t 01 >; tr [r v a b — 4 4� y � � N 42 13 � A. -S O c. result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard X (including releasing emissions which exceed quantitative thresholds for ozone precursors)? d. Expose sensitive receptors to substantial pollutant concentrations? X e. Create objectionable odors affecting a substantial number of people? X 4. BIOLOGICAL RESOURCES. Would the project: a. Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, X policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? b. Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, Policies, regulations or by the California DepartRnent of ;Fish and X Game or U.S. Fish and Wildlife Service? c. Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct X removal, filling, hydrological interruption, or other means? d. Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of X native wildlife nursery sites? e. Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or X ordinance? f. Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved X local, regional, or state habitat conservation plan? Yage 3-6 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 10128103 3.0 Initial Study Checklist Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-7 SECTION 3 10/1 W3 • 'tj ti eta C U C3 5. CULTURAL RESOURCES. Would the project: a. Cause a substantial adverse change in the significance of a historical resource as defined in CEQA Guidelines Section X 15064.5? b. Cause a substantial adverse change in the significance of an archaeological resource pursuant to CEQA Guidelines Section X 15064.5? c. Directly or indirectly destroy a unique paleontological resource X or site or unique geologic feature? d. Disturb any human remains, including those interred outside of X formal cemeteries? 6. GEOLOGY AND SOILS. Would the project: a. Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other X substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. ii) Strong seismic ground shaking? X iii) Seismic -related ground failure, including liquefaction? X iv) Landslides? X b. Result in substantial soil erosion, loss of topsoil, or changes in topography or unstable soil conditions from excavation, grading, X or fill? c. Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially X result in on -or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? d. Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life X or property? Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-7 SECTION 3 10/1 W3 3.0 Initial Study Checklist Page 3-8 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 10/16103 U U •.' •, '� ,,t4 e. Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers X are not available for the disposal of wastewater? 7. HAZARDS AND HAZARDOUS MATERIALS: Would the project: a. Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous X materials? b. Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the X environment? c. Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter X mile of an existing or proposed school? d. Be located on a site that is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to X the public or the environment? e. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety X hazard for people residing or working in the project area? f. For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in X the project area? g. Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? X h. Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed X with wildlands? 8. HYDROLOGY AND WATER QUALITY. Would the project: a. Violate any water quality standards or waste discharge requirements? X Page 3-8 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 10/16103 3.0 Initial Study Checklist Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-9 SECTION 3 1012M3 � n ti '4 w a b. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing X nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? c. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of stream or X river, in a manner that would result in substantial erosion or siltation on- or off-site? d. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or X river, or substantially increase the rate or amount of surface runoff in a manner that would result in flooding on- or off-site? e. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or X provide substantial additional sources of polluted runoff? f. Otherwise substantially degrade water quality? X g. Place housing within a IW -year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map X or other flood hazard delineation map? h. Place within a 100 -year flood hazard area structures that would X impede or redirect flood flows? i. Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the X failure of a levee or dam? j. Inundation by seiche, tsunami, or mudflow? X 9. LAND USE AND PLANNING. Would the project: a. Physically divide an established community? X Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-9 SECTION 3 1012M3 3.0 Initial Study Checklist ° tl � s w U b. Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal X program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? c. Conflict with any applicable habitat conservation plan or natural community conservation plan? X 10. MINERAL RESOURCES. Would the project: a. Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the X state? b. Result inthe loss -of availability of a locally important mineral resource recovery site delineated on a local general plan, specific X plan or other land use plan? 11. NOISE. Would the project result in: a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise X ordinance, or applicable standards of other agencies? b. Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? X c. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? X d. A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the X project? e. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people X residing or working in the project area to excessive noise levels? f. For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to X excessive noise levels? Page 3-10 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 10/18/03 3.0 Initial Studv Checklist Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-11 SECTION 3 10/18103 tl U � tl r., 4, 12. POPULATION AND HOUSING. Would the project: a. Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or X indirectly (for example, through extension of roads or other infrastructure)? b. Displace substantial numbers of existing housing, necessitating X the construction of replacement housing elsewhere? c. Displace substantial numbers of people, necessitating the X construction of replacement housing elsewhere? 13. PUBLIC SERVICES. a. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: i) Fire protection? X ii) Police protection? X iii) Schools? X iv) Parks? X v) Other public facilities? X 14. RECREATION. a. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that X substantial physical deterioration of the facility would occur or be accelerated? b. Does the project include recreational facilities or require the construction or expansion of recreational facilities that might X have an adverse physical effect on the environment? Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-11 SECTION 3 10/18103 3.0 Initial Study Checklist Page 3-12 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 1028173 gyp" C v � 15. TRANSPORTATION/TRAFFIC. Would the project: a. Cause an increase in traffic that is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the X volume to capacity ratio on roads, or congestion at intersections)? b. Exceed, either individually or cumulatively, a level of service standard established by the county congestion management X agency for designated roads or highways? c. Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in X substantial safety risks? d. Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses X (e.g., farm equipment)? e. Result in inadequate emergency access? X f. Result in inadequate parking capacity? X g. Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? X 16. UTILITIES AND SERVICE SYSTEMS. Would the project: a. Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? X b. Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental X effects? c. Require or result in the construction of new stormwater drainage facilities or expansion of existing facilities, the construction of X which could cause significant environmental effects? d. Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or X expanded entitlements needed? Page 3-12 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration SECTION 3 1028173 3.0 Initial Study Checklist Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-13 SECTION 3 102"3 � v w Z"'..r� `� vJ r w U 0.Ln �� ►�► e. Result in a determination by the wastewater treatment provider that serves or may serve the project that it has adequate capacity X to serve the project's projected demand in addition to the provider's existing commitments? f. Be served by a landfill with sufficient permitted capacity to X accommodate the project's solid waste disposal needs? g. Comply with federal, state, and local statutes and regulations X related to solid waste? 17. MANDATORY FINDINGS OF SIGNIFICANCE. a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self- sustaining levels, threaten to eliminate a plant or animal X community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? b. Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when X viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? c. Does the project have environmental effects that will cause substantial adverse effects on human beings, either directly or X indirectly? Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 3-13 SECTION 3 102"3 4.0 Impacts and Mitigation Measures SECTION 4.0 IMPACTS AND MITIGATION MEASURES 4.1 AESTHETICS - Would the project: a. Have a substantial adverse effect on a scenic vista? No Impact. The City of Downey General Plan Conservation Element does not identify any scenic resources within the City. In addition, the roadway alignment is not visible from any designated scenic vistas or scenic corridors. Therefore, the project would not affect any scenic vistas in the project area, and no impact would occur. b. Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? No Impact. There are over 1,200 miles of State designated scenic highway in California. The nearest designated scenic highway, Angeles Crest Highway (Highway 2), is located approximately 19 miles northwest of the project site in the San Gabriel Mountains. State Highway 39 (San Gabriel Canyon Road), an eligible state scenic highway, is located approximately 19 miles northeast of the roadway alignment. The project site is not visible from these or any other designated scenic highway; therefore, no impacts would occur. e. Substantially degrade the existing visual character or quality of the site and its surroundings? No Impact. The project would improve the pavement, medians, landscape, and lighting along Lakewood Boulevard, which would provide a roadway that is uniform in design and an improvement in the existing visual character of the site. In addition, the roadway improvements would be consistent with the goals and policies identified in the Design Chapter of the City's General Plan. The project would not degrade the existing visual character or quality of the roadway or its surroundings. No adverse impacts to the visual character of the site would occur. d. Create a new source of substantial light or glare that would adversely affect day or nighttime views in the area? Less Than Significant Impact. The proposed project involves the replacement and installation of street and pedestrian lighting on Lakewood Boulevard. The proposed new lighting fixtures are intended to provide safety lighting for vehicular and pedestrian traffic. The project area is in an existing urbanized area that remains lit at night. The new lighting that would be installed for the project would result in a minor increase in light and would not increase glare. As discussed in Section 2, the street lighting would be designed to minimize driver distraction. As such, the project would not produce a new source of substantial light or glare, which would adversely affect daytime or nighttime views in the project area. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-1 P1200313J021 Lakewood Blv&SECTION 4.doo 11/18/03 4.0 Impacts and Mitigation Measures e. Create a new source of substantial shade or shadow that would adversely affect daytime views in the area? No Impact. The proposed project does not involve structures that would create shade or shadow. As such, the project would not create a new source of shade or shadow that would adversely affect daytime views in the project area. 4.2 AGRICULTURAL RESOURCI'.S - In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Department of Conservation as an optional model to use in assessing impacts on agricultural and farmland. Would the project: a. Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? No Impact. Historically, the City of Downey was an agricultural community. After World War II, however, a population increase and commercial and industrial development displaced agricultural uses and replaced them with homes and businesses. Currently, there is no designated farmland within the project area or the City of Downey; therefore, no impacts would occur. b. Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact. There is no Williamson Act contract in the project area. The only areas in the City zoned for agricultural use are strawberry fields near I-5. However, the area is no longer used for agriculture and is outside of the project boundaries; therefore, no impacts would occur. c. Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use? No Impact. As discussed in 4.2(b) above, there is no designated farmland in the area of potential effect; therefore, impacts would not occur. 4.3 AIR QUALITY - Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the project: a. Conflict with or obstruct implementation of the applicable air quality plan? Less than Significant After Mitigation. California is divided into 15 air basins for the purposes of managing the state's air resources on a regional level. The City of Downey is within the South Coast Air Basin (Basin), which consists of four counties — San Bernardino, Riverside, Los Angeles, and Orange — all of Los Angeles and Orange counties, and the urbanized portions of San Bernardino and Page 4-2 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003%3J021 Lakewood BlvMEMON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures Riverside counties. The distinctive climate of the Basin is determined by its terrain and geographic location. The Basin is a coastal plain with connecting broad valleys and low hills, bounded by the Pacific Ocean to the southwest and high mountains around the rest of its perimeter. The general region lies in the semi-permanent high pressure zone of the eastern Pacific, resulting in a mild climate tempered by cool sea breezes with light average wind speeds. The usually mild climatological pattern is interrupted occasionally by periods of extremely hot weather, winter storms, or Santa Ana winds. The South Coast Air Quality Management District (SCAQMD) is the agency responsible for protecting the public health and welfare through the administration of federal and state air quality laws, regulations, and policies in the South Coast Air Basin. Included in the SCAQMD's tasks are monitoring of air pollution, preparation of the State Implementation Plan (SIP) for the Basin, and promulgation of its Rules and Regulations. The SIP includes strategies and tactics to be used to attain the federal 03 standard in the Los Angeles — South Coast Air Basin area. The SIP elements are taken from the 1997 Air Quality Management Plan (AQMP), with 1999 amendments, the SCAQMD plan for attaining the state 03 standard. The Rules and Regulations include procedures and requirements to control the emission of pollutants and to prevent adverse impacts. State and federal agencies have set ambient air quality standards for certain air pollutants. National Ambient Air Quality Standards (NAAQS) have been established for the following criteria pollutants: carbon monoxide (CO), ozone (03), sulfur dioxide (SO2), nitrogen dioxide (NOA inhalable particulate matter (PMio), fine particulate matter (PM2.5) and lead (Pb). The state standards for these criteria pollutants are more stringent than the corresponding federal standards. Federal and state standards are shown in Table 4.3-1. Areas are classified under the Federal Clean Air Act as either "attainment" or "non -attainment" areas for each criteria pollutant based on whether the NAAQS have been achieved or not. Attainment relative to the state standards is determined by the California Air Resources Board (GARB). The project site is located in the Los Angeles County portion of the Basin. Los Angeles County is designated as a non -attainment area for 03, CO, and PM,o, and an attainment area for SO2, NO2, and Pb. Air quality impacts associated with this project were evaluated using the thresholds of significance established by the SCAQMD and presented in the CEQA Air Quality Handbook (SCAQMD 1993). Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-3 P:\2003131021 LAkewood B1vd�SECP[ON 4.doe 11/18103 4.0 Impacts and Mitigation Measures Table 4.3-1. California and National Ambient Air Quality Standards Source: «tvw nrks.r,l.rw I National Ambient Air Quality Standards (other than 03, particulate matter, and those based on annual averages or annual arithmetic mean) are not to be exceeded more than once a year. The 03 standard is attained when the fourth highest 8 -hour concentration in a year, averaged over 3 years, is equal to or less than the standard. For PM1o, the 24-hour standard is attained when 99 percent of the daily concentrations, averaged over 3 years, are equal to or less than the standard. For PM25, the 24-hour standard is attained when 98 percent of the daily concentrations, averi3ged over 3 years, are equal to or less than thr Nlandwd. Contact the EPA for further clarification and current federal policies. 2 California Ambient Air Quality Standards for 05, CO (except Lakc.Tahoe), S02 (1 and 24 hours), NO2, PM16, and visibility reducing particles, are values that are not to be excmdcd. All others are not to be equaled or exceeded. 3 National Primary Standards-. ?bc levels of air quality necessary. with an adequate margin of safety, to protect the public health. 4 National Secondary Standards: The levels of air quality necessary to protect the public welfare from any known or anticipated adverse effects ora poltutant. ' Concentration expressed first in units in which it was promulgated. Equivalent units given in parentheses are based upon a reference temperature of 25°C and a reference pressure of 760 miilimcters (nun) of mercury. Most measurements of air quality arc to be corrected to a reference temperature of 25DC and a reFac rice pressure of 760 mm of mercury (1,013.2 millibar). Ppm in this table refers to ppm by volume or micromoles of pollutant per mole of gas. e Now federal 9 -hour ozone and fine parliculate matter standards were promulgated by EPA on July 18, 1997. The federal 1 -hour 03 standard continues to apply in areas that violated the standard. Contact EPA for further clarification and current federal policies. On June 5, 2003, the Office of Administrative Law approved the arnandrnents to file regulations for the state ambient air quality standards for particulate [natter and sulfates. Those amendments established a new annual average standard for PM25 of 12 µg/m'and reduced the level of the annual average standard for PMIo to 20 µg/ms. The approved amendments were filed with the Secretary of State on June 5, 2003. The regulations will become effective on July 5, 2003. Page 4-4 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003WO21 LA --d BN&SECHON 4_d- 11/18/03 NAAQS' CAAQSZ Pollutant Averaging Time Primary Secondary° Concentrations Ozone (006 1 -Hour 0. 12 ppm (235 µg/m3) Same as 0.09 ppm (180 µg/m3) 8 -Hour 0.08 ppm Primary Standard Carbon Monoxide (CO) 8 -Hour 9.0 ppm (10 µg/m3) — - None 9.0 ppm (10 µg/m3) 1 -Hour 35 ppm (40 µg/m3) 20 ppm (23 µg/m3) [Nitrogen Dioxide (NO2) Annual Average 0.053 ppm (100 µg/m3) Same as 1 -Hour 0.25 ppm (470 µg/m3) Primary Standard Annual Average 80 µg/m3 (0.03 ppm) Sulfur Dioxide (SO2) 24 -Hour 365 µg/m3 (0.14 ppm) - - 0.04 ppm (105 µg/_3) 3 -Hour - 1300 µg/m3 (0.5 ppm) - - 1 -Hour 0.25 ppm (655 µg/m3) Suspended Particulate 24 -Hour 150 ILgtm3 Same as 50 µg/m Annual Arithmetic 50 µg/m' 20 µg/m3 107 Matter (PM10) Primary Standard Mean Fine Particulate Matter 24 -Hour 65 µg/m'- Same as Annual Arithmetic 15 µg/m3 Mean 12 m3 °t0 µPQ (PM25)6 Primary Standard 30 -Day Average 1.5 µg/m3 Lead (Pb) Calendar Quarter 1.5 µg/m3 Same as Primary Standard Hydrogen Sulfide (HS) 1 -Hour 24 -Hour 0.03 ppm (42 µg/m3) Sulfates (SO4) 25 µ8/m3 In sufficient amount to Visibility Reducing 8 -Hour (10 am -6 pm, No Federal Standards produce an extinction Particles pacific Standard Time) coefficient of 0.23 per kilometer due to particles when the relative humidity is less than 70 percent. Source: «tvw nrks.r,l.rw I National Ambient Air Quality Standards (other than 03, particulate matter, and those based on annual averages or annual arithmetic mean) are not to be exceeded more than once a year. The 03 standard is attained when the fourth highest 8 -hour concentration in a year, averaged over 3 years, is equal to or less than the standard. For PM1o, the 24-hour standard is attained when 99 percent of the daily concentrations, averaged over 3 years, are equal to or less than the standard. For PM25, the 24-hour standard is attained when 98 percent of the daily concentrations, averi3ged over 3 years, are equal to or less than thr Nlandwd. Contact the EPA for further clarification and current federal policies. 2 California Ambient Air Quality Standards for 05, CO (except Lakc.Tahoe), S02 (1 and 24 hours), NO2, PM16, and visibility reducing particles, are values that are not to be excmdcd. All others are not to be equaled or exceeded. 3 National Primary Standards-. ?bc levels of air quality necessary. with an adequate margin of safety, to protect the public health. 4 National Secondary Standards: The levels of air quality necessary to protect the public welfare from any known or anticipated adverse effects ora poltutant. ' Concentration expressed first in units in which it was promulgated. Equivalent units given in parentheses are based upon a reference temperature of 25°C and a reference pressure of 760 miilimcters (nun) of mercury. Most measurements of air quality arc to be corrected to a reference temperature of 25DC and a reFac rice pressure of 760 mm of mercury (1,013.2 millibar). Ppm in this table refers to ppm by volume or micromoles of pollutant per mole of gas. e Now federal 9 -hour ozone and fine parliculate matter standards were promulgated by EPA on July 18, 1997. The federal 1 -hour 03 standard continues to apply in areas that violated the standard. Contact EPA for further clarification and current federal policies. On June 5, 2003, the Office of Administrative Law approved the arnandrnents to file regulations for the state ambient air quality standards for particulate [natter and sulfates. Those amendments established a new annual average standard for PM25 of 12 µg/m'and reduced the level of the annual average standard for PMIo to 20 µg/ms. The approved amendments were filed with the Secretary of State on June 5, 2003. The regulations will become effective on July 5, 2003. Page 4-4 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003WO21 LA --d BN&SECHON 4_d- 11/18/03 4.0 Impacts and Mitigation Measures Construction Emissions The SCAQMD's thresholds of significance for the criteria pollutants are shown on Table 4.3-2. The principal sources of pollutant emissions during construction are fugitive dust and engine exhaust from construction equipment. Fugitive dust would be created during demolition; pavement breaking and removal; site clearing, excavation and grading; vehicle travel on paved and unpaved roads; and material blown from unprotected graded areas, stockpiles and haul trucks. Fugitive dust includes PMto and PM2.5, which are potential health hazards, and often contribute to visibility and nuisance impacts which occur when dust from construction activities is deposited on residences, vehicles, and vegetation. In construction equipment exhaust, the principal pollutants of concern are NO,, and ROC, the primary constituents in the formation of ozone, a pollutant for which the region is currently considered in nonattainment. TABLE 4.3-2 SCAQMD AIR QUALITY IMPACT SIGNIFICANCE THRESHOLDS Pollutant Project Construction Project Operation 550 lbs/day Carbon Monoxide (CO) 24.75 tons/qtr 550 lbs/day Reactive Organic Compounds (ROC) 2.5 tons/qtr 75 lbs/day 55 lbs/day Nitrogen Oxides (NO,,) 2.5 tons/qtr 100 lbs/day 55 lbs/day Particulates (PM10) 6.75 tons/qtr 150 lbs/day 150 lbs/day Note: No significance threshold is established for ozone as it is not emitted directly but is a secondary pollutant produced in the atmosphere through a complex series of photochemical reactions involving ROCS and NO,.. lbs/day - pounds per day SOURCE: South Coast Air Quality Management District, CEQA Air Quality Handbook, April 1993. Construction equipment used for roadway construction projects primarily consists of dozers, backhoes, wheeled loaders, scrapers, dump trucks, asphalt paving machines, and cranes. However, all of these pieces of construction equipment would not be used concurrently. A different mix of the pieces of equipment identified above would be used during road preparation, utility placement, paving, lane reconfiguration, and landscaping. It is anticipated that project construction would occur for approximately 12 months; no construction activities would be conducted on Sundays and/or national holidays. As shown in Table 4.3-3, the majority of construction -related emissions generated by the proposed project would remain below the SCAQMD thresholds of significance, with the exception of NOx emissions during the utility/drainage/sub-grade phase and the paving phase. Although these Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-5 N200301021 Lakewood BIW\SEC ION 4.doc 11118/03 4.0 Impacts and Mitigation Measures emissions would be temporary and would cease at the completion of construction activities, they would temporarily increase local criteria pollutant concentrations in the project area, particularly NOx levels. Without mitigation, this would result in a short-term significant impact on air quality. TABLE 4.3-3 PROJECT -RELATED CONSTRUCTION EMISSIONS Construction Activity (Approximate Duration)(') Estimated Emissions (Ibslday) CO ROC NOx PMto Gradin xcavation (1.05 construction days) Construction equipment 93.0 12.0 87.0 4.0 Construction workers' tris 11.0 0.4 0.9 0.0 Dutra tHaul trucks 2.2 0.6 8.9 0.3 Disturbance _ 0.0 0.0 0.0 50.0 Total_ClearinglGrubbing Emissions 106.2 13.0 96.8 54.3 Utility Relocation/Drainage/Sub-Grade(95 construction clays) Construction equipment 115.0 16.0 120.0 6.0 Construction workers' tris 13.0 0.5 1.1 0.0 Disturbance(,Z) 0.0 0.0 0.0 50.0 Total Relocation/Excavation Emissions 128.0 16.5 121.1 56.0 Roadway Construction and Paving (60 construction days) Construction 5guiement 96.0 13.0 95.0 4.0 Construction workers' tris 13.0 0.5 1.1 0.0 Material dcHvery trucks 3.3 0.9 13.4 0.4 Total Roadway/Overpass Construction/Roadway Widenin Emissions 112.3 14.4 109.5 4.4 Daily Thresholds for Construction Emissions (lbs/day) 550 75 100 150 Note: Construction assumptions, including the estimated number and type of construction equipment, construction-rclated trips, area of disturbance, etc., are presented in Appendix R of this Draft Initial Study/MND. Emissions shown in bold indicate exceedance of the threshold limit t1j Assumes a construction duration of 12 months (a total of 260 work days, 5 work days per week, approx. 22 days/month). Sr1 Assumes a maximum of 5 acres of disturbance; 220 pounds of PM10 per acre/month spread over 22 working days. {Ibstda " e pounds per dal i Source: California Air Resources Board, URBEMIS 2002 (Version 7.4); Sacramento Air Quality Management District, Road Construction Emission Model, Version 4.1, Roadbuild 4.1.xls. Due to the potential for significant concentrations of NOx emissions during construction, the project would be required to implement the following mitigation measures, which would reduce impacts to below the level of significance. Page 4-6 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003\31021 Lakewood BWISEC ION 4.doc 11/18/03 4.0 Impacts and Mitigation Measures Mitigation MeaSllreS AQ -1 The City shall ensure all construction vehicles are properly maintained and operated. AQ -2 The City shall ensure aqueous diesel fuels are used in all construction equipment, where feasible. AQ -3 The City shall ensure diesel oxidation catalysts are used in all construction equipment, where feasible. AQ -4 Although dust emissions are not estimated to be significant, the following measures shall be incorporated into the project to minimize emissions of fugitive dust, including PMI0 and PM2.5: • Land disturbance shall be minimized to the extent feasible. • Haul trucks shall be covered when loaded with fill material. Surfaces of dirt piles shall be stabilized if not removed immediately. • Paved streets shall be swept at least once per day where there is evidence of dirt that has been carried onto the roadway. • Disturbed areas that will not be paved as part of the proposed action shall be revegetated to prevent soil erosion. AQ -5 During high wind conditions (greater than 25 mph), the City shall ensure that the following measures shall be incorporated into the project to minimize emissions of fugitive dust: Cease all earth moving activities or apply water to soil not more than 15 minutes prior to moving such soil. + For disturbed surfaces to be left inactive for several days apply water with a chemical stabilizer diluted to not less than 1/20 of the concentration required to maintain a stabilized surface for a period of six months; or apply chemical stabilizers prior to wind event; or apply water to all unstabilized disturbed areas 3 times per day; or utilize a combination of these actions. • For unpaved roads, apply chemical stabilizers prior to wind event, or apply water once per hour during active operation, or stop all vehicular traffic. • For open storage piles, apply water once per hour, or install temporary coverings. • For paved road track -out, cover all haul vehicles, or comply with vehicle freeboard requirements of Section 23114 of the California Vehicle Code for both public and private roads. With the implementation of the identified mitigation measures, the proposed project would not conflict with or obstruct the implementation of the AQMP. Due to the relatively limited amount of earthwork and the short duration of construction activities, air quality impacts resulting from the Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-7 P:\200313J0211akewood BlvdlSECnON4.doc 11/18/03 4.0 Impacts and Mitigation Measures proposed project would not alter state or federal attainment status for criteria pollutants. Impacts from construction would be less than significant after mitigation. Operational Emissions Operational emissions are typically associated with vehicle trips generated by a land use, such as residential uses, or trip attracted to a land use, such as a shopping center. The proposed project is not a trip generator or a trip attractor and thus would not generate trips. The proposed project is intended to provide a safe and adequate roadway for the existing and anticipated increase in traffic, due to the anticipated City growth and surrounding future development. The proposed roadway improvements would improve traffic circulation along the Lakewood Boulevard corridor, which would lower the potential for harmful concentrations of air pollutants, such as CO. Therefore, the proposed project would not result in significant impacts to regional air quality as a result of the operation of the proposed project. Operation of the proposed project would not conflict with or obstruct the implementation of the AQMP or alter state or federal attainment status for criteria pollutants. b. Violate any air quality standard or contribute substantially to an existing or projected air quality violation? Less than Significant After Mitigation. Refer to response to 4.3(a) above. c. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard (including releasing emission which exceed quantitative thresholds for ozone precursors)? Less than Significant After Mitigation. As discussed above, Los Angeles County is designated as a non -attainment area for 03, CO, and PM10, and an attainment area for SO2, NO2, and Pb. Given the proximity and size of the nearby Downey Landing project, the short-term impacts associated with the construction of the proposed project could result in a cumulatively considerable net increase in some of these criteria pollutants. Long-term air quality impacts would not be considered significant because project operation is not anticipated to contribute to a considerable net increase in air pollutant emissions (see response to 4.3(a) above). Due to the potential for short-term cumulative air quality impact, the following mitigation measure is required. This measure would reduce cumulative air quality impacts to a less than significant level. Mitigation Measure AQ -6 The City will coordinate with the developer/construction manager of the Downey Landing project to ensure construction activities on that site do not occur in areas adjacent to and at the same time as road widening efforts. Page 4-8 a Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA200AN021 Lakewood BNd\SEMON 4.dac 11/18103 4.0 Impacts and Mitigation Measures d. Expose sensitive receptors to substantial pollutant concentrations? Less Than Significant After Mitigation. Sensitive receptors are typically defined as facilities where sensitive receptor population groups (i.e., children, the elderly, the acutely ill, and the chronically ill) are likely to locate. These land uses may include residences, schools playgrounds, childcare centers, retirement homes, convalescent homes, hospitals, and medical clinics. The majority of land uses bordering Lakewood Boulevard are comprised of single-family residences, which are not typically defined as sensitive receptors. The closest known sensitive receptor is Downey High School located adjacent to the roadway at the intersection of Firestone Boulevard. As discussed above, with the incorporation of the identified mitigation measures the impacts to air quality would be less than significant. However, due to the potential for higher than average diesel particulate emission concentrations in and around equipment staging areas, mitigation measures would be required to keep staging areas away from schools and residential areas when feasible. Additionally, due to the short duration of construction activities, these impacts are not anticipated to result in significant impacts to sensitive receptors. Implementation of this measure would reduce impacts to below the level of significance. As previously indicated, the proposed project would not increase vehicle trips; instead, it would improve roadway capacity and vehicle flow for the existing and projected traffic thus reducing the potential for harmful concentrations of pollutants. Thus, criteria pollutant concentrations are anticipated to be well below the thresholds of significance and therefore would not expose sensitive receptors to substantial pollutant concentrations. Due to potential for short-term impacts to sensitive receptors the following mitigation measure will be implemented. Mitication Measure AQ -7 Construction staging areas shall be clearly identified in the plans and specifications for the roadway improvements. The City shall ensure that construction equipment staging areas are located a minimum of 300 feet from residential land uses and/or schools, when feasible. e. Create objectionable odors affecting a substantial number of people? Less Than Significant Impact. Pavement of the roadway would involve the use of asphalt materials, which may emit temporary objectionable odors during application. However, since this process is very temporary in nature, it is not anticipated to affect a substantial number of people. Operation of the improved roadway would not involve any activities, materials, or chemicals that Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-9 PA2003\31021 L k—d Blvd\SEMON 4.d- 11/18/03 4.0 Impacts and Mitigation Measures would have the potential to cause odor impacts during the use of the road. Therefore, a less than significant impact from odor would occur. 4.4 BIOLOGICAL RESOURCES - Would the project: a. Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? No Impact. Lakewood Boulevard is located in the City of Downey, which is a developed, urbanized city. The existing roadway and surrounding properties are fully developed and no sensitive or special status species are present; accordingly, no impacts on such species would occur. b. Have a substantial adverse impact on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? No Impact. As described above, Lakewood Boulevard is located in a fully developed area, surrounded by commercial and residential properties, and minimal open space. No riparian habitat or other sensitive natural communities are present in the vicinity of the roadway; therefore, no impacts would occur. c. Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, other means? No Impact. The project area and adjacent properties are all fully developed. There is no potential for wetlands to occur in the area of potential effect, as all surfaces adjacent to the roadway are either impermeable hardscape or landscaped non-native trees and shrubs. As such, impacts to wetlands would not occur as a result of the proposed project. d. Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? No Impact. The proposed roadway improvements would not interfere with the movement of any fish or wildlife species. In addition, there are no wildlife corridors or wildlife nursery sites in the vicinity of the roadway. Although the project would result in the removal of landscaping trees and ornamentals, this would have a negligible effect on wildlife movement. Trees removed as a result of the project would be replanted to the extent feasible or replaced alongside of the roadway. Page 4-10 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:\2003\3JO21lakewoodBlvd\SECrION4.cloc 11118/03 4.0 Impacts and Mitigation Measures e. Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? No Impact. As described above, the improvements to Lakewood Boulevard would necessitate the removal of landscaping trees. The trees would be removed and replanted to the extent feasible; there would be more trees lining Lakewood Boulevard than the existing condition. The existing trees are non-native ornamentals and are not protected by any State, County, or City ordinances. Accordingly, the project would not conflict with any local policies or ordinances protecting biological resources. f. Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Communities Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact. There are no adopted Habitat Conservation Plans (HCPs) or Natural Communities Conservation Plans (NCCPs) in the project area. Accordingly, the project would not conflict with any adopted conservation plans, and no impacts would occur. 4.5 CULTURAL RESOURCES - Would the project: a. Cause a substantial adverse change in the significance of a historical resource as defined in §15064.5? Less Than Significant Impact. The proposed project requires the removal of a maximum of eight structures on five separate properties. Three of the eight buildings were built post -1957, and therefore do not qualify as historic. The remaining five historic -era buildings located at 12406, 12408, 12419, 12423, and 12427 Lakewood Boulevard were evaluated according to the CEQA Guidelines and the CRHR. Based on this evaluation, all of the resources were recommended as not significant based upon a lack of significant association, and/or lack of research potential. Furthermore, most of the buildings have undergone modifications that have compromised their historic integrity. Accordingly, impacts to historic resources are less than significant pursuant to Section 15064.5 of the CEQA Guidelines. A detailed cultural resources assessment is provided in Appendix C. b. Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5? Less Than Significant After Mitigation. The existing roadway is fully developed; there are no areas of potentially undisturbed soil at the ground surface. Due to the minimal amount of ground disturbance associated with the project, it would be highly unlikely that construction activities would affect any buried archaeological resources. Accordingly, the project would not cause a substantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5 of the CEQA Guidelines. No archaeological resources have been identified within the proposed construction Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-11 PA2003\3J021 Lakewood BlYMECTION 4.doe 11/18/03 4.0 Impacts and Mitigation Measures area. To ensure that no unexpected archaeological resources are impacted during project construction, the following mitigation measure is provided. Miti anon Measure CR -1 If previously unidentified cultural material is encountered during construction, work shall be halted until the find is assessed by a qualified archaeologist. C. Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? No Impact. As described above, there is a very low probability of encountering buried archaeological resources during construction of the roadway improvements. For the reasons described in Section 4.5(b), the probability of encountering paleontological resources is low. In addition, there are no unique geologic features at the site. No impacts to paleontological resources are anticipated. d. Disturb any human remains, including those interred outside of formal cemeteries? No Impact. As described in Section 4.5(b), the probability of encountering buried archaeological resources during construction is low; therefore, impacts to human remains are not anticipated. 4.6 GEOLOGY AND SOILS - Would the project: a. Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. No Impact. The Division of Mines and Geology Special Publication 42 and associated Special Studies Zone maps indicate that the project is not located in an Alquist-Priolo Earthquake Fault Zone. Active faults are located in the region; however, no fault traces are known to traverse the project site. In addition, no habitable structures would be constructed as a result of the project. As such, impacts from fault rupture are not anticipated. Page 4-12 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:\2003137021l.k.w-dBlvd\SEC17ON4.doc 11/18/03 4.0 Impacts and Mitigation Measures ii) Strong seismic ground shaking? Less Than Significant Impact. Major nearby faults include the Newport Inglewood Rose Canyon Fault (approximately 5 miles southwest of the project site), Whittier Fault (approximately 10 miles northeast of the project site), Los Alamitos Fault (approximately 5 miles south of the project site), Raymond Fault (approximately 12 miles north of the project site), and the San Andreas Fault (approximately 40 miles northeast of the project site) (SCEDC 2002). Considering the distance from these active faults, the project site would be subjected to strong ground shaking from seismic activity associated with the nearby active faults. However, this hazard is common in southern California, and the effects of ground shaking can be mitigated through adherence to the most current seismic design standards and engineering practices. Incorporation of all applicable design standards and codes would reduce impacts related to seismic ground shaking to a less than significant level. iii) Seismic -related ground.failure, including liquefaction? Less Than Significant Impact. The potential for liquefaction in an area is a function of soil type and depth of groundwater. Soils that are poorly consolidated and combine with groundwater during an earthquake loose their shear strength and take on the properties of a heavy liquid. Liquefaction can result in the loss of foundation support, ground failure due to lateral spreading, and settlement of affected soils. The CDMG Preliminary Seismic Hazards Zone Map for the South Gate and Whittier quadrangles (CDMG 1999a and CDMG 1999b) identify the majority of the City of Downey, including all of the project area, as being located within a liquefaction hazard zone. However, it is expected that these seismic hazards would be satisfactorily addressed through standard roadway construction and engineering practices as discussed above. iv) Landslides? No Impact. The site topography is relatively flat, which precludes both stability problems and the potential for lurching (earth movement at right angles to a cliff or steep slope during ground shaking). According to the CDMG Seismic Hazards Map for the South Gate and Whittier quadrangles (CDMG 1999a and CDMG 1999b), the roadway is not within an area classified as having a potential for slope instability. As such, landslide -related impacts would not occur. b. Result insubstantial soil erosion or the loss of topsoil? Less Than Significant Impact. The proposed roadway improvements are not anticipated to alter topography within the project area. Minor excavation would occur during roadway widening and median reconfiguration; however, since the project site is currently developed and landscaped, Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-13 P:\2003\31021 Lakewood Blvd\SECTION 4.do 11118/03 4.0 Impacts and Mitigation Measures substantial loss of topsoil or soil erosion is not anticipated. Therefore, no significant erosion impacts would occur. c. Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? Less Than Significant Impact. Typical soil types within the project vicinity include younger alluvial deposits consisting of alternating beds of clay, silt, and very fine- to very coarse grained sand and gravel (CDMG 1998a and CDMG 1998b). Although the City of Downey is located in a liquefaction hazard area, the roadway improvement project would not result in significant liquefaction hazards [see 4.6(a)(iii)]. The project site is not within an area of known subsidence associated with fluid removal (groundwater or petroleum), peat oxidation, or hydrocompaction. Therefore, the proposed project would not be exposed to on- or off-site landslides, lateral spreading, subsidence, liquefaction, or collapse. As such, no mitigation measures would be required. d. Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property? No Impact. The CDMG Seismic Hazards map and City of Downey General Plan do not identify any expansive soils underlying the project site (CDMG 1998a and CDMG 1998b). Impacts related to expansive soils would not occur as a result of this project. e. Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? No Impact. The proposed project would not generate wastewater or involve the use of septic tanks to handle its wastewater generation; therefore, impacts are not anticipated. 4.7 HAZARDS AND HAZARDOUS MATERIALS - Would the project: a. Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? No Impact. The project would not involve the routine transport, use, or disposal of hazardous materials. Impacts regarding short-term construction activities and the potential for exposure to hazardous materials are discussed below. Page 4-14 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003\31021 Lakewood Blvd\SEC170N 4.doc 11/18/03 4.0 Impacts and Mitigation Measures b. Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Less Than Significant. No hazardous materials are anticipated to be encountered during construction of the proposed project. No gas tanks would be removed or relocated and no accident conditions involving hazardous materials would be created during the construction or operation of the roadway improvements. As required by State law, if lead-based paints or asbestos containing materials (ACMs) are encountered during demolition of the structures in the right-of-way, special handling of the ACM and lead-based paint in the work areas would be necessary to allow for the safe demolition and removal of site materials. Contractors removing the ACM must be licensed by the State Licensing Board and be registered with the Carcinogen Control Unit of Cal/OSHA. Contractors removing materials containing lead-based paint must be properly trained and qualified, as well. If encountered, adherence to all applicable laws and regulations regarding ACMs and lead-based paints would reduce potential health and safety impacts to workers and the general public below the level of significance. c. Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? Less Than Significant Impact. The project would not result in the use or disposal of large quantities of hazardous or acutely hazardous materials. Some potentially hazardous materials may be handled during construction (fuel, solvents, paint, etc.); however, the project would not pose a significant threat to nearby residences or schools. Overall, the amount of hazardous materials used during the project would be minimal, and would result in a less than significant impact. d. Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? Less Than Significant After Mitigation. A hazardous materials database search was conducted for the alignment; including an area of 1/4 mile of either side of the roadway (a copy of this report is available for review at the City of Downey Planning Department). The database search did not identify any sites in the right-of-way that are listed on the Environmental Protection Agency's (EPA's) National Priorities List (NPL) under authority of the federal Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), also known as the Superfund program. There are two hazardous materials sites on Lakewood Boulevard that are currently being screened for inclusion on the NPL. These sites are located in the study area; however, they are not located in the roadway, where the proposed project improvements would take place. As such, the roadway improvements would not create or contribute to a significant hazard to the public or environment. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-15 P:\200313J021 Lakewood Blvd1SECP10N 4.doe 11/18/03 4.0 Impacts and Mitigation Measures A number of businesses located on Lakewood Boulevard and the surrounding area are known hazardous material sites or generators. The Resource Conservation and Recovery Act (RCRA) database includes selected information on sites that generate, store, treat, or dispose of hazardous waste as defined by the Act. There are three large quantity generators, one on Lakewood Boulevard, and 32 small quantity generators, 15 of which are located on Lakewood Boulevard. In addition, there are 11 underground storage tank (UST) locations and 22 Leaking Underground Storage Tank (LUST) locations in the study area. Of the 11 UST sites, five are located on Lakewood Boulevard, in the City of Downey; of the 22 LUST sites, 12 are located on Lakewood Boulevard, in the City of Downey. As discussed above, none of the hazardous materials generators would be affected by the roadway improvements. Several of the USTs and LUSTs identified in the database search are located along Lakewood Boulevard; however, the construction activities would occur within or immediately adjacent to the existing road and would directly affect any storage tanks. It is possible that contaminated soil could be encountered during grading and excavation activities near a LUST; however, the likelihood of such impacts is low. Implementation of the following mitigation measure would insure that the project would not create a significant hazard to the public or the environment. Impacts would be less than significant after mitigation. Mitigation Measures HHM-1 The site manager(s) and equipment operators shall survey work areas at the beginning of each work day and routinely throughout each day during soil excavation and other earth disturbing activities to check for the presence of potentially impacted soil and contaminant sources. Hydrocarbon -impacted soils can be identified in the field (1) by a petroleum odor, (2) by a darker appearance than surrounding soil, and (3) through screening with an organic vapor analyzer (OVA) or other field equipment. Equipment operators, management, and other field personnel shall be notified of any potential impacted soils and contaminant sources within the work area. These areas shall be clearly marked. HHM-2 If contaminated soils are encountered during construction, operations shall be stopped in the vicinity of the suspected impacted soil. Surface samples shall be analyzed using appropriate collection and sampling techniques. Once an area of contamination is identified, soils shall be segregated, sampled, and tested in order to determine the appropriate disposal and treatment options. If the soils exceed the applicable screening criteria established by the Regional Water Quality Control Board (RWQCB) or are classified as hazardous (according to Resource Conservation and Recovery Act [RCRA] and CCR Title 22), soils shall be hauled to a Class I landfill or other appropriate soil treatment and recycling facility. Page 4-16 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:VM3\3J021 IAhewood Blvd\SBCTION 4.doc 1 1/J 8/03 4.0 Impacts and Mitigation Measures e. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? No Impact. There are no airports located within two miles of the roadway alignment, nor is the project located within airport land use plan boundaries; therefore, no impacts regarding airport safety hazards would occur. The nearest airport, Long Beach Municipal Airport, is located almost six miles south of the southern City boundary. f. For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? No Impact. The project is not located within the vicinity of a private airstrip; therefore, no impacts regarding airport safety hazards would occur. g. Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? Less than Significant Impact. Construction of the proposed project would involve periodic lane closures. Lakewood Boulevard construction would occur only on one side of the street at any one time. The roadway would not be completely shut down for any length of time during project construction, nor would any of the streets surrounding the site. Consequently, project construction would have a less than significant impact on emergency response and evacuation plans. h. Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands ? No Impact. The roadway improvements would not increase the fire risk in the City, which is located in a highly urbanized developed area. As such, the project would not contribute to wildland fire hazards, and no impacts would occur. 4.8 HYDROLOGY AND WATER QUALITY - Would the project: a. Violate any water quality standards or waste discharge requirements? Less Than Significant Impact. The project is located within the Los Angeles RWQCB, Region 4. Under Section 401 of the Clean Water Act (CWA), the RWQCB implements the water quality certification process for any activity that requires a federal permit or license and that may result in the discharge of pollutants into "waters of the U.S.," including wetlands. The RWQCB also implements Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-17 PA200313I021 Lakewood Alvd\SECnON 4.doc 11119/03 4.0 Impacts and Mitigation Measures provisions of Section 402 of the Federal Clean Water Act and, in particular, administers permitting procedures for the National Pollutant Discharge Elimination System (NPDES). NPDES regulations apply to stormwater discharges and area -wide generators of urban runoff. Under the EPA's Stormwater Phase I Final Rule, NPDES stormwater permits are required for construction projects that disturb greater than five acres of land and for certain industrial facilities. Construction activities disturbing equal to or greater than one acre and less than five acres of land are also subject to NPDES permitting requirements under the Phase II Final Rule. The project would not require Section 401 water quality certification; however, because the roadway improvement project would involve grading, clearing, excavation, or other earth moving process on more than one acre and less than five acres of land, the project would be subject to Phase II NPDES permit requirements. Phase II NPDES stormwater permits emphasize source control of pollutants through the preparation of a Storm Water Pollution Prevention Plan (SWPPP), implementation of appropriate best management practices (BMPs) that minimize soil erosion and transport of pollutants, and training for operators. Compliance with these requirements would ensure that impacts to water quality during project construction would be less than significant. In complying with the NPDES stormwater and runoff requirements, the proposed project would not violate any water quality standards or waste discharge requirements. No mitigation measures are required for project -related water quality impacts. b. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (i.e., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? Less Than Significant Impact. The highest historical groundwater level beneath the project site ranges from approximately eight to ten feet below ground surface (bgs) (CDMG 1998a, CDMG 1998b). The proposed project would result in a minor increase in the total area of impervious surface along Lakewood Boulevard. This would not noticeably affect the rate or quantity of groundwater recharge. In addition, the proposed project would not significantly alter any irrigation patterns. Accordingly, the project would not affect groundwater supplies or interfere with groundwater recharge. c. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off-site? Less Than Significant Impact. Lakewood Boulevard does not cross any drainages or water bodies in the project area, and existing drainage patterns would not be altered as a result of the project. As Page 4-18 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:X20031370211.akew—dB]vd\SECrION4.d— 11/16/03 4.0 Impacts and Mitigation Measures discussed above, the project would not result in substantial erosion on- or off-site; therefore, impacts would be less than significant. d. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site? Less Than Significant Impact. As stated above, the project would not substantially alter existing drainage patterns in the roadway or substantially increase the rate or amount of surface runoff from the site. Road widening would slightly increase the coverage of impervious surfaces along Lakewood Boulevard. Given that the medians would be reconstructed and that the overall width of the road would be increased by only a few feet in most areas, the change would not substantially change the quality or quantity of runoff from the road. Drainage improvements in Phase II would reduce street flooding during storms. As such, impacts related to flooding would be less than significant. e. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? Less Than Significant Impact. New stormdrains would be constructed; however, runoff from the roadway would continue to drain to the local stormwater drainage system. As described above, construction of the roadway improvements would comply with Phase H NPDES requirements. Overall, the topography of the site would not change as a result of the project, and the increase in impervious surface area would be minimal. Accordingly, the project would not create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems. f. Otherwise substantially degrade water quality? Less Than Significant Impact. Refer to 4.8(a) above. g. Place housing within a 100 -year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? No Impact. The roadway alignment is located approximately 1'/z miles east of the Rio Hondo Channel and 1 mile west of the San Gabriel River. Recently, the U.S. Army Corps of Engineers (USACE), in cooperation with the Los Angeles County Department of Public Works completed restoration work on a portion of the lower Los Angeles River flood protection system. As a result, flood zones were removed from parts of five communities along the Rio Hondo Channel, including the City of Downey. On January 11, 2002, the City of Downey was officially removed from the Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-19 FA200AN021 Lek ---d Blvd\SECTION 4.doc l 1118/03 4.0 Impacts and Mitigation Measures FEMA A99 flood zone. As such, impacts related to flood hazard mapping would be less than significant. h. Place within a 100 -year flood hazard area structures which would impede or redirect flood flows? No Impact. Refer to 4.8(g) above. As discussed, the City is no longer in a designated flood zone. i. Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? No Impact. The project site is not located within the potential flood zone of any rivers, levees, or dams. As such, the road improvement project would not expose people or structures to a significant risk of loss, injury or death involving flooding. No impacts would occur. j. Inundation by seiche, tsunami, or mudflow? No Impact. The project site is not located downslope of any large water bodies that could adversely affect the project site in the event of earthquake -induced seiches (wave oscillations in an enclosed or semi -enclosed water body). Additionally, the project site is not located in a coastal area; therefore, tsunamis (seismic sea waves) are not considered a significant hazard at the project site. The project area is approximately 10 miles from the Pacific Ocean at an elevation of roughly 100 feet above mean sea level (amsl). Therefore, the proposed project would not result in inundation by seiche, tsunami, or mudflow. 4.9 LAND_ USE AND PLANNING - Would the project: a. Physically divide an established community? Less than Significant. The proposed project would primarily be confined to the existing roadway; however, in some areas, right-of-way acquisition would be required. The majority of the right-of-way take would occur in areas along the roadway that would need to be slightly widened in order to accommodate the additional through lanes and turn lanes. The roadway improvements would involve the take of a maximum of three properties, including five separate residences and two commercial buildings. These properties are currently zoned residential and commercial. The removal of the residences would not divide an established community. The commercial property take is currently an abandoned building; take of this property would not divide a community. Accordingly, land use impacts would be less than significant. Page 4-20 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:x2003WO211.ekewood Blvd%SBCnON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures b. Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? No Impact. The project would not conflict with any City land use plans, policies, or regulations adopted for the purpose of avoiding or mitigating an environmental effect. The project is generally consistent with Circulation Element of the City General Plan (City of Downey 1992). In particular, the project achieves the primary goal of the circulation component, which is "to develop a network of streets and pedestrian areas which promote the safe and efficient movement of people and goods." Specifically, the General Plan recommends improvements at three intersections on Lakewood Boulevard, at Gallatin Road, Florence Avenue, and Firestone Boulevard. The project would improve these intersections, consistent with the primary goal of the Circulation Element of the General Plan, as well as others along Lakewood Boulevard that would be affected by the development of the Downey Landing property. Where any specific element of the General Plan is inconsistent with this project and the above primary goal of the circulation component, the City shall proceed with a General Plan amendment and appropriate environmental documentation. Lakewood Boulevard is zoned as a major arterial by the City of Downey. Zoning of the roadway would not change as a result of the project. Right-of-way would be acquired to widen the roadway in a number of areas; the right-of-way acquisition would expand the limits of the major arterial designation and would not conflict with the existing zoning. No impact would occur. c. Conflict with any applicable habitat conservation plan or natural community conservation plan? No Impact. The City of Downey is a developed and urbanized city; it does not exhibit suitable habitat for plants and wildlife. There are no adopted HCPs or NCCPs in the vicinity of the project; therefore, no impacts would result. 4.10 MINERAL RESOURCES - Would the project: a. Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? No Impact. There are no known mineral deposits of economic importance in the City of Downey (City of Downey 1992). The roadway improvements would not result in the loss of availability of a known mineral resource; therefore, no impacts would occur. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-21 PA2003WO21 Lakewood BlvdISECTION 4..doc 11118/03 4.0 Impacts and Mitigation Measures b. Result in the loss of availability of a locally -important mineral resource recovery site delineated on a local general plan, specific plan, or other land use plan? No Impact. Refer to 4.10(a) above. 4.11 NOISE - Would the project result in: a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Less Than Significant After Mitigation. The land uses surrounding Lakewood Boulevard are a mix of commercial and residential properties, including schools. Some noise -sensitive receptors may be exposed to potentially significant noise level increases generated during construction, and a slight increase in noise levels due to operations of the roadway. The distance from the boundary of the proposed construction activities to the nearest single-family residences located immediately adjacent to the project site is approximately 20 feet. Applicable Regulations Environmental noise is usually measured in A -weighted decibels (dBA). A decibel (dB) is a logarithmic unit of sound energy intensity. Sound waves, traveling outward from a source, exert a sound pressure level (commonly called "sound level"), measured in decibels. A dBA is a decibel corrected for the variation in frequency response of the typical human ear at commonly encountered noise levels. In general, people can perceive a three-dBA difference in noise levels; a difference of 10 dBA is perceived as a doubling of loudness. Several metrics have been developed for the analysis of community noise on people. They are designed to account for the known effects of noise on people as described above. Based on these effects, the observation has been made that the potential for noise to impact sensitive receptors is dependent on the total acoustical energy content of the noise. These metrics include the Equivalent Noise Level (Le,), the Community Noise Equivalent Level (CNEL), and the Maximum Average Level The City's noise standards for development within the City are defined in the City's General Plan, Noise Element (Noise Element). According to the Noise Element exterior noise levels at noise sensitive receptors are set at 60 dBA CNEL with an interior standard of 45 dB CNEL. City policy program 6.1.1.2 requires the preparation and submittal of acoustical reports by a recognized acoustical engineer for noise sensitive land use developments that will be located in areas with an exterior noise level greater than 60 dBA CNEL. Page 4-22 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration M2003\3=1 lAkmood B1vd\SFC'n0N 4.doc 11/19/03 4.0 Impacts and Mitigation Measures The City of Downey's Noise Ordinance is contained in Section 4046 of the City's Municipal Code. The noise ordinance includes permissible noise level standards for residential, commercial, and industrial land uses at adjoining property lines, time sensitive exemptions for short-term noise levels, general exemptions for specific activities, and a construction noise section. City Code Section 4606.3 sets noise level limits at property lines for noise sources within adjoining properties. For residential properties there is a difference for daytime and nighttime environments; from 7:00 am to 10:00 pm residential noise level limits are set a 55 dBA and from 10:00 pm to 7:00 am residential noise level limits are set at 45 dBA. Commercial properties and industrial properties do not distinguish between day and night and have noise level limits set at 65 dBA and 70 dBA respectively. When two different land uses adjoin the more restrictive standard will be the appropriate standard. For example, if a residential land use adjoins a commercial property the residential noise level limit shall be used to determine impacts. Additionally, between 7:00 am and 10:00 pm a noise source operated for 12 minutes or less may exceed the noise level limit by 5 dBA, a noise source operated for 3 minutes or less may exceed the noise level limit by 10 dBA and a noise source operated for 1 minute or less may exceed the noise level limit by 15 dBA. Section 4606.4 contains exemptions to the noise standards. Exemptions to the noise ordinance include: a) Any activity to the extent it is preempted from regulation by State or Federal law; b) Bells, chimes or carillons while being used in conjunction with religious services; c) Emergency energy release devices; d) Emergency work authorized by the City; e) Special events authorized by the City; f) The unamplified human voice; and g) Warning systems used to protect the public health, safety and welfare. Section 4606.5 of the City Code contains the construction noise ordinance. According to Section 4606.5, equipment, devices or other noise sources used in construction, remodeling, or repair work are exempted from the City noise standard providing that the activities have obtained a valid permit from the City. In all instances other than for emergency work, construction activities will only be allowed between 7:00 am and 9:00 pm. Additionally, the noise ordinance indicates that construction noise levels "shall not exceed eighty-five (85) dBA across any property boundary at any time during the course of a twenty-four (24) hour day." The noise standards included in the City Code apply to noise sources not operated in a public right-of- way and thus are not applicable to the operation of the proposed project. However, as the construction noise ordinance does not contain a clause for properties located within a public right-of- way, it remains applicable to the construction effort. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-23 P12003\31021 Lakewood BNMEMON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures California Vehicle Code Noise limits for on -road vehicles are regulated under the California Vehicle Code, Sections 23130 and 23130.5. The limits are enforceable on the local roads and highways by the Downey Police Department and the California Highway Patrol. Operational Noise Based on a review of the year 2000 CNEL contours contained in the Noise Element, properties located along Lakewood Boulevard are exposed to noise levels greater than 65 dBA CNEL and properties located along Firestone Boulevard, I-105, and I-5 are regularly exposed to noise levels greater than 70 dBA CNEL. To assist in characterizing the existing noise environment along Lakewood Boulevard, a 15 -minute noise level measurement was taken during a site survey conducted on July 1, 2003 between 1:30 pm and 1:45 pm. The noise measurement recorded an Leq of 68 dBA, with an Lmax of 84 dBA and an Lmin of 50 dBA. Noise measurements were slightly affected by louder than average exhaust systems on passing vehicles, loud music emanating from passing vehicles, and occasional use of horns by passing vehicles. This noise measurement generally agrees with the information presented in the City's Noise Element. As indicated, the City Code does not contain a specific standard for noise impacts from the public right-of-ways. As a result, the standard used to address potential impacts with the widening of Lakewood Boulevard will be related to human response to noise level changes. It has been widely accepted that under normal environmental conditions an average human ear perceives a change in noise level of approximately 3 dBA as a barely noticeable increase or decrease, a 5 dBA change is readily apparent and noticeable, and a 10 dBA change is perceived as a doubling or halving of sound levels. Even under laboratory conditions a trained human ear can barely detect a 1.5 dBA change. Based on this understanding, a 3 dBA change may be considered a potential impact depending on affected property and site specific characteristics, while a 5 dBA or greater change would represent a clearly significant impact at sensitive receptors. As the proposed project is a road -widening project, it will not generate new additional vehicular traffic on Lakewood Boulevard or other local streets. However, the proposed project may result in a slight increase in noise levels over existing noise levels due to the relocation of traffic lanes closer to existing land uses. The project proposes that block walls would be constructed in two locations (Section 2.3.6). The block walls would provide a noise barrier for the adjacent residential properties facing Lakewood Boulevard. Most residential land uses are located approximately 30 feet from the roadway edge; however, during the site survey some residential uses were identified as close as 20 feet from the roadway edge. For purposes of analysis noise levels were modeled at 20 feet from the Page 4-24 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:\200R31021 Lakewood Blvd\SEMON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures roadway edge. The FHWA/Caltrans traffic noise prediction model LEQv2 was used to estimate the potential for noise impacts. Traffic mixes used in the analysis were derived from traffic counts conducted concurrent to the noise measurement. Table 4.11-1 shows the predicted maximum noise level change would be a 0.6 dBA increase, which is undetectable even under laboratory conditions with a trained ear. As such, operational impacts would be less than significant. TABLE 4.11-1 PREDICTED CHANGE IN PEAK HOUR NOISE LEVELS (YEAR 2020) Location Without Project With Project Change Gardendale Ave to Imperial Hwy 70.90 71.30 0.4 Imperial Hwy to Clark Ave 71.5 72.1 0.6 Clark Ave to Bellflower Blvd 71.7 72.1 0.4 Bellflower Blvd to Firestone Blvd 72.1 72.6 0.5 Firestone Blvd to Florence Ave 71.7 72.1 0.4 Florence Ave to Gallatin Rd 71.6 72.0 0.4 Gallatin Rd to Telegraph Rd 72.0 72.4 0.4 Construction Noise The United States Environmental Protection Agency (USEPA) Office of Noise Abatement and Control extensively studied noise from individual pieces of construction equipment as well as from various construction sites (USEPA 1971; Barnes et al. 1976). Since specific information on types, quantities, and operating schedules of construction equipment for the proposed project is not available at this point in project development, information from similar projects has been used. Use of the USEPA data, which is between 21 and 26 years old, is conservative since the evolution of construction equipment has been toward quieter designs as the country becomes more urbanized and the population becomes more aware of the adverse effects of noise. The proposed improvements and widening of the Lakewood Boulevard would require various types of construction equipment, including some of those listed in Table 4.11-2. The City of Downey General Plan Noise Element sets the maximum exterior noise level for construction noise at 85 dBA at any single-family residences between the hours of 7:00 am and 9:00 pm, any day of the week. The construction noise ordinance does not contain a restriction on days of the week or holidays. Table 4.11-2 shows noise levels associated with various types of construction -related machinery. Construction noise levels in excess of 88 dBA would be experienced by the residences along Lakewood boulevard that are within 50 feet of the roadway edge, which includes most of the residential development located along the roadway. Additionally, if many pieces of equipment are operating simultaneously throughout the construction phase of the proposed project, the noise levels at these receptors could be even higher. However, due to requirements to maintain operations on Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-25 PA2003WO21 Lk—wd Blvd\SECTION 4.d—, t I l I B/03 4.0 Impacts and Mitigation Measures Lakewood Boulevard, relatively small areas of the overall roadway would have actual construction occurring at the same time and construction noise would be temporary and intermittent. Additionally, construction activities in the vicinity of residences would occur only during daytime hours, which is the least noise -sensitive time of the day. The only anticipated night work would be conducted near the commercial areas at the intersection of Lakewood Boulevard and Firestone Boulevard. As construction noise levels would exceed the noise level identified in the City Noise Ordinance, construction efforts would have a short-term adverse impact on the residences located immediately adjacent to Lakewood Boulevard. However, with the implementation of the mitigation measures identified below, short-term noise impacts would be reduced to less than significant levels given the relatively short duration activities would remain stationary and adjacent to individual residences. TABLE 4.11-2 CONSTRUCTION EQUIPMENT SOURCE NOISE LEVELS * Quieted equipment can be. designed with enclosures, mufflers, or other noise -reducing features. SOURCE: USEPA 1971. Page 4-26 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:12o03\3JO21 1AIcewood alvd\SECnON 4.doc 11/18103 Noise Levels (in dBA) Equipment Tyne Typical'Eguipment at 50 ft. Qttieled I:tttdpmCnt at 50 1't." Air Compressor 81 71 Backhoe 85 80 Concrete Pump 82 80 Concrete Vibrator 76 70 Pavement Breaker 80 73 Truck Crane 88 80 Dozer 87 83 Generator 78 71 Loader 84 80 Paver 88 80 Pneumatic Tools 85 75 Water Pump 76 71 Power Hand Saw 78 70 Shovel 82 80 Trucks 88 83 * Quieted equipment can be. designed with enclosures, mufflers, or other noise -reducing features. SOURCE: USEPA 1971. Page 4-26 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:12o03\3JO21 1AIcewood alvd\SECnON 4.doc 11/18103 4.0 Impacts and Mitigation Measures Mitigation Measures N-1 Project construction shall comply with the hours established in the City of Downey Noise Ordinance. Construction activities shall be limited to the hours of 7:00 AM and 9:00 PM. N-2 All construction equipment operated by the contractor, vendors, suppliers, or subcontractors will be equipped with manufacturer's approved exhaust mufflers. N-3 All contractor, vendors, suppliers, or subcontractors who operate construction equipment will have a regular maintenance and lubrication program for their equipment. N-4 Stationary sources, such as message boards for traffic control, that will be located within 500 feet of residences, must be solar, battery powered or connected to the local power grid, i.e., not powered by an internal combustion engine. N-5 Temporary noise barriers, such as wooden barrier walls, mufflers and noise attenuating devices, particularly along the boundaries of the project site immediately adjacent to residential land uses, shall be employed by the construction contractor to reduce noise generated during construction. N-6 The City shall establish a noise complaint and response procedure that includes a 24-hour telephone number for complaints, and a procedure where a field engineer/construction manager will respond to and investigate the complaints in a timely manner. A report on the complaint, with resolution of the problem, if needed, will be made to the complainant and to the City and County noise compliance persons within 48 hours of the initiation of the complaint. N-7 One week prior to the start of evening or nighttime work, notify, by letter, residents within 2,000 feet of the planned evening or nighttime activities and local law enforcement agencies. The notification will describe the planned work, hours and duration of work, and the complaint and response procedure. b. Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? Less Than Significant After Mitigation. Some construction efforts have the potential to generate ground -borne vibrations. For example, some minor vibration would be generated by the use of heavy construction equipment during pavement breaking and paving operations. However, the ground - borne vibrations from these activities would not significantly affect nearby receptors and would not be considered excessive. The proposed construction would not involve pile driving or blasting and Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-27 PA2003\31021 Irl —wd BNdlsEMON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures would not expose persons to, or generate, excessive ground -borne vibration. Refer to response to 4.11(a) above for further discussion of noise levels and mitigation. c. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? Less Than Significant Impact. Under the proposed project, the site would continue to be used as a major arterial through the City. As discussed in Section 4.15, Transportation/Traffic, the proposed project would address the anticipated future traffic increase on Lakewood Boulevard and would not directly increase vehicle trips. The increase in vehicle trips on Lakewood Boulevard would not be a result of the proposed improvements. However, as the proposed improvements would move traffic closer to existing receptors, there would be an unperceivable increase, 0.6 dBA, in noise levels at these locations. Therefore, operation of the proposed project would result in a less than significant noise level increase in ambient noise levels. d. A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Less Than Significant After Mitigation. The proposed project would have a less than significant short-term noise impact during project construction, and less than significant long-term impacts during operation. Please refer to response to 4.11(a and c) above for further discussion and mitigation. e. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? No Impact. There are no airports located within two mules of the project site nor is the project located within airport land use plan boundaries. Accordingly, the proposed project would not expose area residents or people working in the project area to excessive noise levels associated with airport noise. No impacts would occur. f. For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? No Impact. There are no private airstrips located in the project vicinity. Accordingly, the proposed project would not expose area residents or people working in the project area to excessive noise levels associated with a private airstrip. No impacts would occur. Page 4-28 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:\2003\3J021 Lakewood Blvd'SECnON 4.d— 11/18/03 4.0 Impacts and Mitigation Measures 4.12 POPULATION AND HOUSING - Would the project: a. Induce substantial population growth in an area, either directly (for example, by proposing new homes and business) or indirectly (for example, through extension of roads or other infrastructure)? Less Than Significant Impact. Project improvements are intended to improve a major arterial through the City to accommodate the existing and projected traffic volumes. Traffic volumes are expected to increase significantly with the development of Downey Landing. This development was analyzed in a previous Environmental Impact Report (City of Downey 2002). The proposed project would not extend the existing roadway or involve the construction of a new road. Given the nature of the improvements, the project would not induce population growth in the area. b. Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? Less than Significant with Mitigation Incorporated. The roadway widening would require the removal of a maximum of five multi -family residential units on Lakewood Boulevard/Rose Avenue. The removal of five units does not constitute a substantial number of homes, nor would it require the replacement of housing elsewhere. The following mitigation measure is provided to ensure proper notice and aid to the displaced residents. Mitigation Measure PH -1 As required under the California Code of Regulations Title 25, Housing and Community Development (HCD), the City will prepare a Model Relocation Plan for Displacement of 15 Households or Less (HCD-832) for the displaced housing units. c. Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? Less Than Significant Impact. As addressed in 4.12(b), the proposed project would remove five multi -family residential units. The removal of the five homes would not displace a substantial number of people, nor would it require the construction of replacement housing elsewhere. See mitigation provided in 4.12(b). 4.13 PUBLIC SERVICES a. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-29 PA2003131021 Ukmood BlvMSECTION 4.doc 11/18/03 4.0 Impacts and Mitigation Measures maintain acceptable service ratios, response times or other performance objectives for any of the public services: Fire protection? No Impact. Currently, fire protection and paramedic services for the project site are provided by the City of Downey Fire Department, which maintains four stations in the vicinity of the roadway alignment. Construction of the roadway improvements would only close one direction of Lakewood Boulevard at any one time; therefore, access via Lakewood Boulevard would not be blocked or closed during construction. The proposed project would not induce population growth or extend roadways in the City. Operation of the project would improve traffic circulation along Lakewood Boulevard and would not impact fire or paramedic emergency service routes. Therefore, the project would not result in adverse physical impacts to an existing fire station, nor would it require the construction of new facilities. Accordingly, no impacts to fire protection would occur. Police protection? No Impact. Upon completion of the project, Lakewood Boulevard would continue to be a major arterial through the City. The improvements to the roadway would not change use, nor would they induce population growth in the project area that would have the potential to require an increase in police services. As mentioned in fire protection, only one direction of Lakewood Boulevard would be closed at any given time, and would not involve the complete closure of the roadway. Police services would maintain access on Lakewood Boulevard during construction, and operation of the project would not require an increase in police protection or police facilities. Accordingly, no impacts to police protection would occur. Schools? No Impact. There is one school adjacent to the proposed project, Downey High School. The portion of the school adjacent to Lakewood Boulevard is the parking lot and the track, both of which are fenced off from the roadway. No other schools are adjacent to the roadway. Operation of the project would not change use of Lakewood Boulevard as a major arterial. Construction of the project would not impact operation of Downey High School or close access to the school. No impacts would occur. Parks? Less Than Significant Impact. The proposed project improvements are adjacent to one park in the project area, Dennis the Menace Park. This park would not be closed during construction and Page 4-30 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003131021 Lakewood BIvd1SEMON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures would not be impacted during operation of the project. Short-term impacts to recreational users of the park during construction are described in Section 4.14 below. Other public facilities? No Impact. No other public facilities would be significantly altered or otherwise affected by the project. 4.14 RECREATION a. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? Less Than Significant Impact. There is one park adjacent to the project area, Dennis the Menace City Park, located on 9125 Arrington Avenue and adjacent to Lakewood Boulevard near I-5. There are no other parks within 1/4 mile of the proposed project. The project improvements to Lakewood Boulevard would not close Dennis the Menace Park, nor would it limit access to the park. The temporary construction nuisance to park users may slightly alter park use patterns; however, there are many parks in the project area that could be used during this time. This short-term impact would not permanently alter park use patterns or result in significant impacts to park users. Accordingly, impacts related to park use would be less than significant. b. Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? No Impact. The proposed improvements do not include any new recreational facilities, nor would any existing recreational facilities be impacted. No new facilities would be required to be constructed as a result of the proposed project. No impacts would occur. 4.15 TRANSPORTATION/TRAFFIC - Would the project: a. Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? Less Than Significant After Mitigation. A traffic study was conducted by Meyer, Mohaddes Associates (Appendix E) to evaluate the traffic impacts of the proposed project. The study found that the project would result in less than significant short-term construction impacts and less than significant long-term operational impacts related to traffic load and the capacity of the street system. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-31 P:%2003\3J021 Wgewood Blvd\SECC10N 4.d- 11/18/03 4.0 Impacts and Mitigation Measures A total of ten (10) intersections were identified and are analyzed in the traffic study for typical weekday morning and evening peak hour conditions. The study intersections, which were approved by the City, include the following: Lakewood Boulevard and Telegraph Road • Lakewood Boulevard and Gallatin Road • Lakewood Boulevard and Florence Avenue Lakewood Boulevard and Yd Street • Lakewood Boulevard and Firestone Boulevard • Lakewood Boulevard and Bellflower Boulevard • Lakewood Boulevard and Stewart & Gray Road • Lakewood Boulevard and Clark Avenue • Lakewood Boulevard and Imperial Highway • Lakewood Boulevard and Gardendale Street Figure 4.15-1 illustrates the location of these intersections in relation to the surrounding street system. Existing Traffic Operations The efficiency of traffic operations at a location is measured in terms of Level of Service (LOS). Level of service is a description of traffic performance at intersections. The level of service concept is a measure of average operating conditions at intersections during an hour. It is based on a volume -to - capacity (V/C) ratio. Levels range from A to F with LOS A representing excellent (free-flow) conditions and LOS F representing extreme congestion. The ICU method compares the amount of traffic a through or turn lane is able to process (the capacity) to the level of traffic during the peak hours (volume). Intersections with vehicular volumes at or near capacity experience greater congestion and longer vehicle delays. Table 4.15-1 describes the level of service concept and the operating conditions expected under each level of service for signalized intersections. The morning and evening peak hour level of service analyses were conducted for the ten study intersections based on the measured traffic volumes and the methodologies described previously. All intersection analyses are performed using the TRAFFIX (Traffic Impact Analysis) software program. The existing conditions level of service analysis results are summarized in Table 4.15-2 for the morning and evening peak hours. Page 4-32 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:12003\3J021 Lakewood BlvdMrnON 4.doe 11/18/03 Lege • Meyer, Mohaddes Associates, Inc. An Iferis Company Lakewood Boulevard Improvement Project Traffic Impact Study City of Downey,: ii i:35LilalF.n INJV Meu W, 66K16M Q NOT TO SCALE FIGURE 4.15 -1 Study Area Intersections 4.0 Impacts and Mitigation Measures TABLE 4.15-1 INTERSECTION LEVEL OF SERVICE DEFINITIONS Source: !-11gttway Capacity Manual, Special Report 209, Transportation Research Board, Washington D.C., 1997. TABLE 4.15-2 FUTURE W/O PROJECT CONDITIONS - LEVEL OF SERVICE SUMMARY Signalized LOS Interpretation Intersection AM Peak PM Peak Volume to Capacity PM Peak Intersection Ratio (ICU/CMA) Hour Excellent operation. All approaches to the intersection appear quite Hour A open, turning movements are easily made, and nearly all drivers 0.000 - 0.600 V/C find freedom of operation. V/C LOS Very good operation. Many drivers begin to feel somewhat LOS B restricted within platoons of vehicles. This represents stable flow. 0.953 E An approach to an intersection may occasionally be fully utilized 0,601 - 0.700 1.060 and traffic queues start to form. 1.259 C Good operation. Occasionally backups may develop behind 0.834 D turning vehicles. Most drivers feel somewhat restricted. 0.701 - 0.800 0.913 Fair operation. There are no long-standing traffic queues. This 0.921 D level is typically associated with design practice for peak periods. 0.801 - 0.900 D Poor operation. Some longstanding vehicular queues develop on E E critical approaches. 0.901 - 1.000 F Forced flow. Represents jammed conditions. Backups from 0.606 B locations downstream or on the cross street may restrict or prevent C P movements of vehicles out of the intersection approach lanes; Over 1.000 D therefore, volumes carried are not predictable. Potential for stop 1.019 F and go type traffic flow. F Source: !-11gttway Capacity Manual, Special Report 209, Transportation Research Board, Washington D.C., 1997. TABLE 4.15-2 FUTURE W/O PROJECT CONDITIONS - LEVEL OF SERVICE SUMMARY Page 4-34 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003\3J021 Lakewood BNd\SEM0N 4.d- 11/18/03 Future W/O Project Existing Conditions Conditions AM Peak PM Peak AM Peak PM Peak Intersection Hour Hour Hour Hour V/C I LOS V/C LOS V/C LOS V/C LOS 1 Lakewood Blvd and Telegraph Rd 0.953 E 1.154 F 1.060 F 1.259 F 2 Lakewood Blvd and Gallatin Rd 0.834 D 0.824 D 0.913 E 0.921 E 3 Lakewood Blvd and Florence Ave 0.895 D 0.948 E 1.001 F 1.089 F 4 Lakewood Blvd and 3rd St 0.606 B 0.732 C 0.684 B 0.845 D 5 Lakewood Blvd and Firestone Blvd 1.019 F 1.141 F 1.154 F 1.295 F 6 Lakewood Blvd and Bellflower Blvd 0.947 E 0.856 D 1.170 F 1.075 F 7 Lakewood Blvd and Stewart & Gray Rd 0.862 D 0.834 D 1.047 F 1.042 F 8 Lakewood Blvd and Clark Ave 0.703 C 0.659 B 0.898 D 0.864 D 9 Lakewood Blvd and Imperial Hwy 0.775 C 0.938 E 0.989 E 1.272 F 10 Lakewood Blvd and Gardendale St 0.630 B 0.625 B 0.716 1 C 0.721 C Page 4-34 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003\3J021 Lakewood BNd\SEM0N 4.d- 11/18/03 4.0 Impacts and Mitigation Measures Level of service D is generally considered to be the lowest acceptable LOS in an urban or suburban area. Level of service E and F are considered to be unacceptable operating conditions which warrant mitigation. The results shown in Table 4.15-1 indicate that four of the ten analyzed intersections are currently operating at LOS E or F during one or both of the peak hours. The remaining six study intersections currently operate at LOS D or better during both peak hours. To evaluate the potential impact of the proposed project on local traffic conditions, it is first necessary to develop a forecast of future traffic volumes in the study area. These traffic forecasts are then assessed without the proposed project, resulting in the "Future No -Project" conditions. This provides a basis against which to measure the potential impacts of the proposed project ("Future with Project" conditions). It is projected that the proposed improvements along Lakewood Boulevard would be completed by the year 2006. Therefore, the traffic forecasts are based on a horizon year of 2006. Future Traffic Volumes The future peak hour traffic forecasts from the traffic study conducted for the Downey Landing Specific Plan Program EIR (City of Downey 2002) were utilized for the six overlapping intersections identified previously. These forecasts included a background growth factor to account for ambient traffic growth that will occur in the study area due to general employment growth, housing growth, and growth in regional through trips in southern California. The forecasts utilized also include the anticipated traffic associated with the combined Downey Landing, LLC and Kaiser developments. At the remaining four intersections, a similar approach was utilized to develop the future peak hour traffic volumes. A similar ambient growth factor was applied to the existing traffic volumes and then the traffic associated with the Downey Landing and Kaiser developments were extrapolated from the previous traffic study and added to these locations. The resulting future peak hour traffic volumes at the ten analyzed intersections are shown on Figure 4 in Appendix E. Future Without Project Traffic Analysis The "no -project" operating conditions were analyzed at the ten study intersections for the morning and evening peak hours. The results of this analysis are summarized in Table 4.15-2. As shown in the table, seven of the ten analyzed intersections are projected to operate at LOS E or F during one or both of the peak hours. The remaining three study intersections are expected to operate at LOS D or better during both peak hours. Future With Project Traffic Analysis The future conditions with the proposed Lakewood Boulevard improvements were assessed at the ten analyzed intersections. Because the proposed project consists of physical improvements along Lakewood Boulevard, operating conditions at the analyzed locations are expected to improve. The Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-35 P;\2003%37021 Lakewood B1v&sEmON 4.doc 1 III 9A)3 4.0 Impacts and Mitigation Measures future lane configurations resulting from the project at the ten study intersections are shown on Figure 4.15-2. Utilizing the future lane configurations and the future traffic volumes, the morning and evening peak hour levels of service were calculated for the ten analyzed intersections. Table 4.15-3 summarizes the results of the future with project analysis. It should be noted that as part of the improvements along Lakewood Boulevard, a median would be constructed which would prohibit southbound Lakewood Boulevard left -turns in some areas. No major intersections would be affected by the median construction. Although some existing left turns would be eliminated, this would not result in significant traffic impacts. Table 4.15-3 shows that the proposed project would have beneficial impacts along the corridor. The morning and evening peak hour levels of service at each of the analyzed intersections are expected to remain the same or improve when compared to future conditions without the project. At three of the analyzed locations, the proposed project would improve operating conditions from an LOS E or F to an LOS D or better during both peak hours. The volume -to -capacity ratios at the remaining analyzed locations would also improve or remain unaffected with the implementation of the project. It should be recognized that there could be a change in travel patterns within the study area because of the proposed project, that is, additional traffic may be attracted to Lakewood Boulevard from adjacent parallel facilities after the improvements are implemented. However, the total improvement program associated with the project would be expected to have an overall beneficial effect on the corridor even with shifts, if any, in travel patterns. Based on the future level of service analyses summarized above, the proposed project is not expected to generate any adverse significant impacts at any of the analyzed intersections. Therefore, no mitigation measures would be necessary for operational impacts. Construction Impacts It is anticipated that there will be short-term adverse traffic and possibly parking impacts along Lakewood Boulevard during the construction phases of the proposed project. The following mitigation measure would to reduce these potential impacts to a less than significant level. Mitigation Measure TT -1 A construction staging and traffic plan shall be provided to the City of Downey for review and approval prior to completion of the plans and specifications. To the degree possible, staging of construction equipment and construction employee parking should be off-street, thus limiting the impact on surrounding public on -street parking. The plan will identify, at minimum, hours of construction (limit to off-peak hours), haul routes, off-site parking/staging areas, and shuttle bus transport for workers to/from remote parking area. Page 4-36 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration PA2003WO21 Lakewood BNdZEMON 4.doc 11/18/03 'a 1tr x )tttr e' Ittt- m O m .o a 00 M v n cd a Ow A w u 4, u u co w u U.. N O �o 1� � O -+ O� C O C •-+ O m w u x m In oo opo o � U o - 0o g � � g e,., -� o .- �o 0 o0 0 OR c 0 0 o O w w w w w w w w w u 0. 0 M N T' m 00 �I a, o x � O W w w w u w w w oa w u wU'Uw w xu�0�O�110o�00x �i •--! C� O h N •--+ -+ O� O 00 h w u u4 o, 0. c U C O M ON O) ONi N 00 N Opp � N -+ O O - G O O o U ale O w w w PQ w A w u A aq Wax lw 04 Q' U ? a rn oo rn t-� Op �. 0 0 0 0 0 0 0 0' b b c� > b > GG 3 u b U GO 30 Q id y H C7 r4 m w u Cq �04 U b b b •o b b b b b b P4 a1 PU Pq W PG Pa 0.l PQ .d 0 0 b b b v g 30� --� N M It kn �n h 00 CIN .--i m O m .o a 00 M v n cd a 4.0 Impacts and Mitigation Measures b. Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways? No Impact. The Congestion Management Plan (CMP) for Los Angeles County was adopted by the Los Angeles County Metropolitan Transportation Authority (MTA) in 1995. This project would not individually or cumulatively exceed any levels of service established by the CMP. Construction - related truck trips and operational -related vehicular trips would not significantly increase traffic demand at any intersections nor would it cause a significant increase in the volume to capacity (V/Q ratio on a freeway segment or freeway on- or off -ramp. Because the project would not generate peak hour trips, impacts to CMP monitoring stations are not anticipated. No mitigation measures are required. c. Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? No Impact. The proposed project would not generate air traffic or affect such activities. Accordingly, the proposed project would not result in a change in air traffic patterns. No mitigation measures are required. d. Substantially increase hazards to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? No Impact. The project would involve roadway improvements intended to reduce safety hazards in the existing roadway. Vehicle trips on Lakewood Boulevard are expected to increase significantly due to the development of the Downey Landing project (City of Downey 2002). The proposed project would reduce the potential for accidents by improving the existing roadway to accommodate the anticipated increase in traffic. The proposed project would therefore not increase hazards to a design feature or have any incompatible uses. No impacts would occur. e. Result in inadequate emergency access? No Impact. Lakewood Boulevard currently provides emergency access through the City. Construction of the proposed improvements would not completely close Lakewood Boulevard; emergency access would remain open during construction. Construction of the roadway would improve the existing roadway, thereby improving emergency access through the City. No impacts would occur. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-39 PA2003\33021 Lakewood BIvd\SEMON 4 duc 11/18/03 4.0 Impacts and Mitigation Measures f. Result in inadequate parking capacity? Less than Significant Impact. The proposed project would result in the removal of a number of existing parking spaces on Lakewood Boulevard and the removal of several parking spaces in the right-of-way take. The parking spaces that would be removed from Lakewood Boulevard are not required parking spaces. The removal of these parking spaces would not result in inadequate parking capacity. The streets intersecting Lakewood Boulevard and the parking lots of businesses along Lakewood Boulevard provide adequate parking. The removal of parking spaces from the right-of- way ight-ofway take are excess parking spaces; the removal of these parking spaces would not result in inadequate parking capacity. g. Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? No Impact. The project would not affect any adopted policies, plans, or programs supporting alternative transportation. Lakewood Boulevard would continue to operate as a major arterial through the City. The roadway would maintain sidewalks and bus routes. No impacts would occur to alternative transportation opportunities. 4.16 UTILITIM AND SERVICE SYSTEMS - Would the project: a. Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? No Impact. The project would not generate any wastewater during construction or operation of the roadway; therefore, no wastewater treatment would be necessary. As such, no impacts to wastewater treatment and water treatment would occur. b. Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? No Impact. As described in 4.16(a), the project would not require or result in the construction of new water or wastewater treatment facilities. Accordingly, impacts would not occur. c. Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? No Impact. Phase II of the proposed project includes the expansion of the existing storm drain facilities in Lakewood Boulevard near Gallatin Road and I-5. The existing storm drain system results in flooding along Lakewood Boulevard, causing lane blockage and accident conditions. The Page 4-40 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P12003\31021 Lakewood BWMEMON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures proposed project would alleviate existing problems with the storm drain system along Lakewood Boulevard. As such, no impacts would occur. d. Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? No Impact. Upon completion, the proposed project would require a negligible amount of water for the landscape in the medians and on the parkway, similar to the existing conditions. The water necessary to maintain the landscape would be drawn from existing entitlements and resources. No new wastewater and water systems would be required; therefore, no impact related to water supply would occur. e. Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? No Impact. As discussed tinder 4.16(a), wastewater generation from the roadway would not occur during project construction or operation. Accordingly, the project would not impact the capacity of the wastewater treatment provider. f. Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? Less than Significant. It is anticipated that a large amount of the construction debris generated by the project would be recycled. Those materials that could not be recycled would be disposed of at certified landfills, at the discretion of the hired contractor. Operation of the roadway would not generate solid waste. Construction of the roadway would generate limited waste, which would be recycled as described below. Impacts related to landfill capacity would be less than significant. g. Comply with federal, state, and local statutes and regulations related to solid waste? Less than Significant After Mitigation. Disposal and recycling of the construction debris would be required to comply with all federal, state, and local regulations. Operation of the proposed project would also be subject to the requirements of the County's Solid Waste Management Program. Compliance with all applicable requirements related to solid waste reduction, disposal, and recycling would ensure that project -related impacts would be less than significant. Mitigation is provided to ensure proper disposal of solid waste during construction. Operation of the roadway would not generate solid waste; therefore, no log -term impacts would occur. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-41 P:\2003\3J021 Lakewood Blvd\SEMQN 4.doc 11/18/03 4.0 Impacts and Mitigation Measures Miti ation Measure USS -1 Solid waste shall be disposed of at recycling facilities and certified landfills, at the discretion of the hired contractor. The project specifications and special provisions shall include guidelines for asphalt and concrete materials to be sent to an appropriate recycling facility and, for proper disposal of non -recyclable solid waste generated during project construction. 4.17 MANDATORY FINDINGS OF SIGNIFICANCE a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of the major periods of California history or prehistory? No Impact. Lakewood Boulevard is located in a highly urbanized city. The roadway improvements would not degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, or reduce the number or restrict the range of a rare or endangered plant or animal. In addition, the project would not eliminate important examples of the major periods of California history or prehistory. b. Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.) Less Than Significant Impact. The project would involve roadway improvements and, in some areas, a widening of the existing roadway. No new roadways would be constructed. No operational impacts would result from implementation of the proposed project. One major related project, the Downey Landing Specific Plan, has been approved by the City for redevelopment of the former NASA site, located along Lakewood Boulevard between Stewart & Gray Road and Clark Avenue. Construction at Downey Landing is expected to begin in 2003, after the remaining federal and state approvals are obtained. Only one other development on Lakewood Boulevard, south of Firestone Boulevard, has been identified by the City. This project, which would include an IROP, Quiznos, Baja Fresh, and other fast food restaurants, has not yet been approved and it is anticipated that the improvements along Lakewood Boulevard would not occur simultaneously. The proposed project would improve traffic conditions along Lakewood Boulevard, which serves these two related Page 4-42 Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration P:\2003\3J021 Lakewood BIvd\SECRON 4.doc 11/18/03 4.0 Impacts and Mitigation Measures projects. The roadway improvements would not result in impacts that would be considered cumulatively significant. c. Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? Less Than Significant After Mitigation. The project would not result in substantial adverse effects on human beings, either directly or indirectly. Mitigation measures are provided in Sections 4.11, 4.15, and 4.16 in order to reduce the project's effects on noise, traffic/transportation, and utilities/service systems, respectively, below the level of significance. No additional mitigation measures would be required. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 4-43 P:\2003QJ021 Lakewood BIWSECTJON 4.doc 11/1 B/03 5.0 List of SECTION 5.0 LIST OF PREPARERS This Initial Study/Mitigated Negative Declaration (IS/MND) was prepared by EDAW, Inc. for the City of Downey. Document preparation personnel included: • Tom Larkin, Principal -in -Charge • Kimberlee Myers, Project Manager • Eric Wilson, Quality Assurance • Monica Strauss, Archaeologist/Historian • Angel Tomes, Archaeologist/Historian • Bill Maddux, Noise and Air Quality Specialist • Chris Collins, Graphics Specialist • Dan Brady, Graphics Specialist • Jenny Dean, Graphics Specialist Traffic analysis was conducted by Meyer, Mohaddes Associates. The traffic survey report was incorporated into the IS/MND analysis and is included in this document as Appendix E. Traffic survey report preparation personnel included: • Bryan Mayeda, Senior Transportation Engineer Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 5-1 10/16/03 P:\2003\3Jo2lLukewwdBivd\SECTION5.doc 6.0 References CHAPTER 6.0 REFERENCES Barnes, J.D., L.N. Miller, and E.W. Wood 1976 Prediction of Noise from Power Plant Construction. California Air Resources Board (ARB) 2003 California Air Quality Data. Available at http://www.arb.ca.gov/agd/agd.htm. Webpage updated on May 20. California Highway Patrol 2003 Statewide Average Accident Rate. Available at http://www.chp.ca.gov. Webpage updated in 2003. City of Downey 1992 Downey Comprehensive General Plan. October. City of Downey 2001 City of Downey Traffic Safety Analysis System (Developed by Crossroad), SWITRS Data (1/1/1997-12/31/2001). City of Downey 2002 Downey Landing Specific Plan Final EIR. Prepared by EIP Associates, 12301 Wilshire Boulevard; Suite 430, Los Angeles, California 90025. ITE 1998 Trip Generation Handbook, An ITE Proposed Recommended Practice. South Coast Air Quality Management District (SCAQMD) 2001 Air Quality Data (1996-2000). Available at http://Www.agmd.govl Webpage updated on May 24. 1993 CEQA Air Quality Handbook. April. Southern California Earthquake Data Center (SCEDC) 2003 Faults in California Los Angeles Region. U.S. Environmental Protection Agency 1971 Noise from Construction Equipment and Operations, Building Equipment, and Home Appliances. December 31. Prepared by Bolt, Beranek, and Newman, Inc. Lakewood Boulevard Improvement Project Initial Study/Mitigated Negative Declaration Page 6-1 P:\2003\31021 Lekcwood Blv&SEMON 6.doc 10/16/03 7.0 Response to Comments CHAPTER 7.0 RESPONSE TO COMMENTS The Draft IS/MND (Draft IS/MND) was distributed for public review on August 7, 2003, initiating a 30 -day public review period pursuant to CEQA and its implementing guidelines. During the public review period, one letter was received from State Clearinghouse acknowledging receipt of the document and the close of the review period on September 5, 2003, and one letter of comment was received from a public agency. The comment letters are listed in the following table and the corresponding City responses are provided in this section. A copy of the comment letters are provided prior to the response. Table 7-1. List of Comment Letters from Draft IS/MND Letter No. Agency _ Date Received 1 ` State Clearinghouse, Office of Planning and Research September 11, 2003 Signed: Terry Roberts, Director, State Clearinghouse California Department of Transportation Se tember 3, 2003 2 Signed: Stephen Buswell, IGR/CEQA Branch Chief p Lakewood Boulevard Improvement Project Final Initial Study/Mitigated Negative Declaration Page 7-1 0104MESPONSE TO COMMENTS July 2002 STATE OF CALIFORNIA 6 �Fst° Governor's Office of Planning and Research State Clearinghouse Gray Davis Tal Finney Governor Interim Director September 8, 2003 R E C E I VIR— 0 SEP 1 1 200) Hector Bordas ENGINEERING DIV. City of Downey 11111 Brookshire Avenue Downey, CA 90241 Subject: Lakewood Boulevard Improvements Project IS/MND SCH#: 2003081037 Dear Hector Bordas: The State Clearinghouse submitted the above named Negative Declaration to selected state agencies for review. The review period closed on September 5, 2003, and no state agencies submitted comments by that 1-1 date. This letter acknowledges that you have complied with the State Clearinghouse review requirements for draft environmental documents, pursuant to the California Environmental Quality Act. Please call the State Clearinghouse at (916) 445-0613 if you have any questions regarding the environmental review process. If you have a question about the above-named project, please refer to the ten -digit State Clearinghouse number when contacting this office. Sincerely, Te�Rb Director, State Clearinghouse 1400 TENTH STREET P.O. BOX 3044 SACRAMENTO, CALIFORNIA 95812-3044 (916)445-0613 FAX(916)323-3018 www.opr.ca.gov NVVUIIICIIL UM41Ib RCIJVIL State Clearinghouse Data Base - . SCH# 2003081037 Project Title Lakewood Boulevard Improvements Project IS/MND Lead Agency Downey, City of Type Neg Negative Declaration Description The proposed project involves improvements along Lakewood Boulevard (formerly SR 19), extending north to south across the City of Downey, From Telegraph Road to Gardendale Street. The project would be constructed in up to three phases. The proposed project would include the following components: reconstruction or repaving of Lakewood Boulevard, including median and parkway reconstruction, roadway lane reconfiguration; acquisition of right-of-way and property improvements; landscape improvements to achieve uniform design; traffic signal and turn lane improvements; drainage improvements; construction of a noise wall; and new street and pedestrian lighting. Lead Agency Contact Name Hector Bordas Agency City of Downey Phone 562.904.7114 Fax email Address 11111 Brookshire Avenue City Downey State CA Zip 90241 Project Location County Los Angeles City Downey Region Cross Streets Telegraph Road to Gardendale Street/Foster Road Parcel No. Township Range Section Base Proximity to: Highways Formerly SR 19 Airports Railways Waterways Schools 15 Elementary; 4 Middle; 3 High Schools Land Use Major Arterial (City of Downey General Plan) Project Issues Aesthetic/Visual; Agricultural Land; Air Quality; Archaeologic -Historic; Flood Plain/Flooding; Geologic/Seismic; Growth Inducing; Cumulative Effects; Landuse; Minerals; Noise; Populatiorlyousing Balance; Public Services; Recreation/Parks; Schools/Universities; Sewer Capacity; Soil Erosion/Compaction/Grading; Solid Waste; Toxic/Hazardous; TrafficlCirculation; Vegetation; Water Quality; Water Supply; Wildlife Reviewing Resources Agency; Department of Fish and Game, Region 5; Office of Historic Preservation; Agencies Department of Parks and Recreation; Department of Water Resources; Air Resources Board, Transportation Projects; Integrated Waste Management Board; Regional Water Quality Control Board, Region 4; Caltrans, District 7; Native American Heritage Commission Date Received 08/07/2003 Start of Review 08/07/2003 End of Review 09105/2003 Note: Blanks in data fields result from insufficient information provided by lead agency. 7.0 Response to Comments Letter 1: State Clearinghouse, Office of Planning and Research Comment No. Response 1-1 The State of California, Governor's Office of Planning and Research, acknowledges that the City has complied with the State Clearinghouse review requirements, and no state agencies submitted comments to the State Clearinghouse by the close of the review period. No response required. Although no comments letters from state agencies were submitted to the State Clearinghouse by the end of the review period, one letter from the California Department of Transportation was submitted directly to the City. The City responses to that letter are provided below. Lakewood Boulevard Improvement Project Final Initial Study/Mitigated Negative Declaration 0104MESPONSE TO COMMENTS July 2002 Page 7-5 Gorgrag DEPARTMENT OF TRANSPORTATION RECEIVED DISTRICT 7, REGIONAL PLANNING IGR/CEQA13RANCH SEP 0 S 2003 120 S. SPRING STREET 10 LOS ANGELES, CA 90012 PHONE (213) 897.4429 FAX (213) 897-1337 Mr. Hector Bordas City of Downey Department of Public Works 1111 Brookshire Ave. Downey, CA 90241 Dear Mr. Bordas: ENGINEERING DIV Flexpurpower! Be a uergy eXcient! September 3, 2003 IGR/CEQA cs/030823 NEG DEC City of Downey Lakewood Blvd. improvements Project: Lakewood Blvd. from Gardendale St. to Telegraph Rd. Vic. LA 105-15.5131 LA -5-8.30 SCH # 2003081037 Thank you for including the California Department of Transportation in the environmental review process for the above-mentioned project. Based on the information received, we have the following comments: The document states that the proposed Downey Landing redevelopment project is expected to become the largest trip generator within the City of Downey. The development of the property, 2-1 under the Downey Landing Specific Plan, would consist of mixed use development including commercial retail, technology and business park, motion picture production, hospital and medical office uses, totaling 3.7 million square feet of floor area on an 160 acre land parcel. The document also states that traffic is anticipated to grow by over 60 percent on Lakewood Boulevard by 2025. The document did not provide adequate information for us to analyze any potential impacts to the State Highway System. The traffic impact report included in the document addressed the impacts and mitigation to 10 key intersections on Lakewood Boulevard within the City of Downey. There was no analysis of the potential impacts and mitigation to key interchanges with the State 2-2 Highway System. These interchanges that should be included in the analysis are Route 105/Lakewood Blvd., Route 105/Bellflower Blvd., Route 5/Lakewood Blvd., Route 605/Florence Ave., Route 605/Firestone Blvd- and the continuation of State Route 19, Rosemead Blvd. in the City of Pico Rivera. The traffic data which we will need in order to analyze the proposed improvements include: 1) Specific land use and associated trip generation 2) Trip distribution 2-3 3) Level -of -service analysis using the HCM 2000 methodology for the existing condition, existing plus projected to 2006 -year project buildout and existing plus projected 2006 plus "with project" will be needed for the State Highway interchanges stated above. 4) Proposed mitigation for the traffic impacts to the State Highway System "Caltrans improves mobilitpacross Ca!r'!uriaiv" Mr. Hector Bordas September 3, 2003 Page Two A Caltrans Encroachment Peranit will be needed for any work to be performed within the State Right -of --way. A standard Caltrans Encroachmalt Permit application along with 6 sets of 2-4 engincering plans will be needed for Caltrans review and approval, A traffic Management Phua will be needed for road closures, detours and parking restrictions, We rccorramend that construction related truck trips on State highways be limited to off-peak commute periods, Transport of aver -size or over -weight veliMes; on Statc highways will deed a 2-5 Caltrans Transportation Permit. Depending upon the type and source of fwzding to be used, Caltrans may have project over -sight 2-6 1 or partial over -sight project responsibility. 1 If you have any questions regarding our response, refer to our internal IGWCEQA Record # cs/030823, and please do not hesitate to contact nae at (213) 897-4429. Sincerely, STEPHEN BUSWELL IGR/CEQA Branch Chief cc: Mr. Scott Morgan, State Clearinghouse 7.0 Response to Comments Letter 2: California Department of Transportation Comment No. Response 2-1 The Downey Landing redevelopment project is expected to become tate largest trip generator within the City of Downey. The traffic analysis for that project was evaluated in the Downey Landing Specific Plan Final Program Environmental Impact Report that was approved by the City of Downey in 2002. The Lakewood Boulevard Improvements Project is a roadway improvement project intended to improve traffic conditions in response to the anticipated increase in traffic within the City. The project would not result in increased trips. Mitigation is provided in the IS/MND to lessen the impacts that may occur during construction of the project. 2-2 The 10 intersections evaluated in the Traffic Study (Appendix E) were determined in conjunction with City of Downey staff and were identified based on the potential for these locations to be affected by localized, minor, changes in travel patterns along Lakewood Boulevard, due to design features of the proposed project. The minor changes in travel patterns would be very localized and would not affect any of the State Highway System locations identified in the comment letter. In addition, the proposed project would not generate any new trips; therefore, analysis of the potential project -specific impacts and mitigation to key interchanges with the State Highway System was not required. 2-3 Please see response to comment 2-2. 2-4 No work will be completed within the State right-of-way in implementing the proposed Lakewood Boulevard improvements. 2-5 The mitigation provided in the ISIMND limits construction in off-peak hours. As rc:clucsted, transport of over -sized or over -weight vehicles on State highways will obtain a Caltrans Transportation Permit. 2-6 The project would be funded by the City of Downey. Lakewood Boulevard Improvement Project Final Initial Study/Mitigated Negative Declaration Page 7-9 010491,RESPONSE TO COMMENTS July 2002 8.0 Mitigation Monitoring and R2ortin Program 8.0 MITIGATION MONITORING AND REPORTING PROGRAM Public Resources Code, Section 21081.6 requires that mitigation measures identified in environmental review documents prepared in accordance with CEQA are implemented after a project is approved. Therefore, this Mitigation Monitoring and Reporting Program (ND/W) has been prepared to ensure compliance with the adopted mitigation measures during the final plans and specifications and project construction phase of the Lakewood Boulevard Improvement Project. The City of Downey Department of Public Works (City) is the lead agency responsible for implementation of the twenty mitigation measures identified in the IS/MND. This MMRP provides the City with a convenient mechanism for quickly reviewing all the mitigation measures including the ability to focus on select information such as tuning. The MMRP includes the following information: • the phase of the project during which the required mitigation measure must be implemented; • the phase of the project during which the required mitigation measure must be monitored; 0 the enforcement agency; and • the monitoring agency. The MMRP also includes a checklist to be used during the mitigation monitoring period. The checklist will verify the name of the monitor, the date of the monitoring activity, and any related remarks for each mitigation measure. Lakewood Boulevard Improvement Project Final Initial Study/Mitigated Negative Declaration Page 8-1 0I04MITIGATION MONITORING AND REPOR77NG PROGRAM July 2002 8.0 Mitigation Monitoring and Reporting Program This page intentionally left blank. 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Appendix A Proposed Project Designs Lakewood Boulevard Improvements Project IS/MND P:\2003UJ021 Lakewood SIvMachnical AppendiwMppendix FlyshxtLdoc 07/30/03 ■M � 3J _ W N W Q U O z m O LL U z�u �mR wp to C O w Z Q FE G W �0 WE 3.. a YUY Zp $z a WE 0 Q it U Z 5. J W�. = H CL oQ z O w a z w O �i W W Qd f7 g W !g IL X5 �cr ©a MM 0 . Oz W� 5C" 0 of w Y? o� i I D Li J z ME 02 M= 05 y OW oz 9 Y" 0 g� z c5� zx B - - 73pp� B r¢ §Q Bz � �§ 2© /§ Q JS 0 �§ 0 oz ■ 0 v \ � s i y l fflA+//.FIR • ffr.' ✓���✓i}r �4i�ii '4ai Rid •� 5sE DO a Z W a O K D i 0� UJQ �cv E I Appendix B Air Quality Calculations Lakewood Boulevard Improvements Project ISIMND PA7003WO21 Lakewood BlvdGechatcal AppendimMppeodix RysIx Mdoc 07/30/03 goad Constructiobn Emission Model Version 4.1 Project Name Lakewood Boulevard Construction Start Year 2004 Enter a Year between 2000 and 2010 inclusive Project Type 1 New Road Construction 2 2 Road Widening Vehicle miles traveled/day (calculated) 3 Bridge/Overpass Construction Project Length 12 months Predominate Soil/Site Type: Enter 1, 2, or 3 1. Sand Gravel ROG 1 2. Weathered Rock -Earth CO 3. Blasted Rock On -Road Emission Factors: Enter 1, 2, or 3 1. Emfac7fvl.1 4. Mobile6 (not yet active) 13.49 3 2. Emfac7G 0.45 3. Emfac2001 Project Length 4 miles Total Project Area 47.3 acres Maximum Area Disturbed/Day 5 acres Average Truck Capacity 20 yd3 (assume 20 If unknown) Hauling Emission Assumptions Miles/round trip 30 Round trips/day 10 Vehicle miles traveled/day (calculated) 300 Hauling Emissions ROG NOx CO PM10 Emission rate (grams/mile) 0.86 13.49 3.29 0.45 Pounds per day 0.57 8.92 2.17 0.30 Tons per contruction period 0.03 0.47 0.11 0.02 Materials Delivery Emission Assumptions 0.35 0.76 9.23 0.04 Miles/round trip 30 0.84 22.88 0.02 Round trips/day 15 0:99 12.00 0.05 Vehicle miles travelediday (calculated) 450 0.05 0.69 0.00 Materials Delivery Emissions ROG NOx CO PM10 Emission rate (grams/mile) 0.86 13.49 3.29 0.45 Pounds per day 0.85 13.38 3.26 0.45 Tons per contruction period 0.04 0.71 0.17 0.02 Worker Commute Assumptions Miles/ one-way trip 20 One-way trips/day 2 No. of employees: Grading/Excavation 15 No. of employees: Sub -Grade 16 No. of employees: Paving 16 Worker Commute Emissions ROG NOx CO PM10 Emission rate (grams/mile) 0.35 0.76 9.23 0.04 Emission rate (grams/trip) 2.02 0.84 22.88 0.02 Pvu[i00 per:day - GradirIiWFXAAVaQon 0.45 0:99 12.00 0.05 Tons per const, Period - Grading/Excavation 0.02 0.05 0.69 0.00 :Pounds per day-;DrainageAJtlil{Ibs/Sub-Gradd 0.49 1.07 13.02 o.b5 Tons per const. Period - Drain/Ut!VSub-Grade 0.02 0.05 0.60 0.00 i:,Pounds;per;day - Paving 0.43 1,07 i3:0;? 0,05 - Tons per const. Period - Paving 0.01 0.02 0.26 0.00 tons per construction period 0.06 0.13 1.64 0.01 Fugitive PM10 Dust Maximum Acreage/Day pounds/day tons/per period Fugitive Dust - Grading/Excavation 5 50 2.70 Fugitive Dust - Utilities/Drainage/Sub-Grade 5 50 2.70 Grading/Excavation Number of Vehicles ROG CO NOx PM10 Type pounds/day pounds/day pounds/day pounds/day Backhoes 0.00 0.00 0.00 0.00 Bore/Drill Rigs 0.00 0.00 0.00 0.00 Concrete/Industrial Saws 0.00 0.00 0.00 0.00 Compactor 0.00 0.00 0.00 0.00 Cranes 0.00 0.00 0.00 0.00 Crawler Tractors 0.00 0.00 0.00 0.00 Crushing/Proc. Equlpmer 0.00 0.00 0.00 0.00 Dozer 0.00 0.00 0.00 0.00 1 Excavator 1.84 15.64 11.54 0.48 Forklifts, Rough Terrain 0.00 0.00 0.00 0.00 1 Grader 1.76 14.21 12.24 0.57 1 Loaders, Rubber Tired 1.35 11.52 8.60 0.38 Off -Highway Trucks 0.00 0.00 0.00 0.00 Other Construction Equip 0.00 0.00 0.00 0.00 Pavers 0.00 0.00 0.00 0.00 Paving Equipment 0.00 0.00 0.00 0.00 Rollers 0.00 0.00 0.00 0.00 Scrapper 0.00 0.00 0.00 0.00 2 Signal Boards 3.43 22.56 30.01 1.45 Skid Steer Loaders 0.00 0.00 0.00 0.00 Surfacing Equipment 0.00 0.00 0.00 0.00 Tractors 0.00 0.00 0.00 0.00 Trenchers 0.00 0.00 0.00 0.00 1 Water Truck 3.60 29.03 25.01 1.16 max pounds per day 11.99 92.95 87.40 4.04 Ions per period 0.63 4.91 4.61 0.21 Drainage/Utilities/Sub-Grade ROG CO NOx PM10 Number of Vehicles Type pounds/day pounds/day pounds/dal pounds/day Backhoes 0.00 0.00 0.00 0.00 Bore/Drill Rigs 0.00 0.00 0.00 0.00 Concrete/Industrial Saws 0.00 0.00 0.00 0.00 1 Compactor 2.08 13.67 18.18 0.88 Cranes 0.00 0.00 0.00 0.00 Crawler Tractors 0.00 0.00 0.00 0.00 Crushing/Proc. Equipmer 0.00 0.00 0.00 0.00 Dozer 0.00 0.00 0.00 0.00 Excavator 0.00 0.00 0.00 0.00 Forklifts, Rough Terrain 0.00 0.00 0.00 0.00 1 Grader 1.76 14.21 12.24 0.57 Loaders, Rubber Tired 0.00 0.00 0.00 0.00 Off -Highway Trucks 0.00 0.00 0.00 0.00 Other Construction Equip 0.00 0.00 0.00 0.00 Pavers 0.00 0.00 0.00 0.00 Paving Equipment 0.00 0.00 0.00 0.00 Rollers 0.00 0.00 0.00 0.00 1 Scrapper 3.64 26.94 26.19 1.33 3 Signal Boards 3.43 22.56 30.01 1.45 Skid Steer Loaders 0.00 0.00 0.00 0.00 Surfacing Equipment 0.00 0.00 0.00 0.00 Tractors 0.00 0.00 0.00 0.00 1 Trenchers 1.00 8.53 6.29 0.26 1 Water Truck 3.60 29.03 25.01 1.16 max pounds per day 15.52 114.93 119.92 5.65 tons per period 0.72 5.31 5.54 0.26 Paving Number of Vehicles ROG CO NOx PM10 Type pounds/day pounds/day pounds/dal pounds/day Backhoes 0.00 0.00 0.00 0.00 Bore/Drill Rigs 0.00 0.00 0.00 0.00 Concrete/Industrial Saws 0.00 0.00 0.00 0.00 Compactor 0.00 0.00 0.00 0.00 Cranes 0.00 0.00 0.00 0.00 Crawler Tractors 0.00 0.00 0.00 0.00 Crushing/Proc. Equipmer 0.00 0.00 0.00 0.00 Dozer 0.00 0.00 0.00 0.00 Excavator 0.00 0.00 0.00 0.00 Forklifts, Rough Terrain 0.00 0.00 0.00 0.00 Grader 0.00 0.00 0.00 0.00 Loaders, Rubber Tired 0.00 0.00 0.00 0.00 Off-Highway Trucks 0.00 0.00 0.00 0.00 Other Construction Equip 0.00 0.00 0.00 0.00 1 Pavers 1.37 11.62 8.68 0.38 1 Paving Equipment 0.79 6.70 5.01 0.00 2 Rollers 1.73 14.67 10.96 0.48 Scrapper 0.00 0.00 0.00 0.00 3 Signal Boards 5.15 33.84 45.01 2.17 Skid Steer Loaders 0.00 0.00 0.00 0.00 Surfacing Equipment 0.00 0.00 0.00 0.00 Tractors 0.00 0.00 0.00 0.00 Trenchers 0.00 0.00 0.00 0.00 1 Water Truck 3.60 29.03 25.01 1.16 pounds per day 12.63 95.87 94.68 4.20 Ions per period 0.25 1.90 1.87 0.08 Default Values Default Values Default Values Equipment Horsepower Load Factor Hours/day Bore/Drill Rigs 217.66 0.75 8 Concrete/Industrial Saws 83.72 0.73 8 Cranes 190.44 0.43 8 Crawler Tractors 143.39 0.58 8 Crushing/Proc. Equipment 154.33 0.78 8 Excavators 180.07 0.58 8 Graders 173.97 0.58 8 Off-Highway Tractors 255.06 0.41 8 Off-Highway Trucks 417.19 0.49 8 Other Construction Equipment 190.44 0.62 8 Pavers 131.54 0.59 e Paving Equipment 110.93 0.53 8 Rollers 113.92 0.43 8 Rough Terrain Forklifts 94.23 0.48 8 Rubber Tired Dozers 352.49 0.59 8 Rubber Tired Loaders 165.34 0.47 8 Scrapers 313.17 0.66 8 Signal Boards 118.84 0.82 8 Skid Steer Loaders 62.00 0.52 8 Surfacing Equipment 436.95 0.49 8 Traclors/Loaders/Backhoes 79.49 0.47 8 Trenchers 81.93 0.70 8 Default load factors from SCAQMD CEQA Handbook, 1993. Appendix C Cultural Resources Assessment Lakewood Boulevard Improvements Project IS/MND P:12003UJ021 Lakewood B"Technkel AppendlcesX"adlx Flysheets.doc 07/30/03 CULTURAL RESOURCES ASSESSMENT FOR THE PROPOSED LAKEWOOD BOULEVARD STREET IMPROVEMENT PROJECT, CITY OF DOWNEY, COUNTY OF LOS ANGELES CALIFORNIA Prepared for: City of Downey Department of Public Works 1111 Brookshire Avenue Downey, CA 90241 Prepared by: EDAW, Inc. 3780 Wilshire Boulevard, Suite 250 Los Angeles, California 90010 (213) 368-1608 Authors: Monica Strauss, M.A. and Angel Tomes, M.A. July 2003 U.S.G.S. Quadrangles: South Gate and Whittier TABLE OF CONTENTS Section Page EXECUTIVESUMMARY............................................................................................................ iii INTRODUCTION................................................ . . ..........................................................................1 ProjectDescription............................................................................................................... I ProjectPersonnel.................................................................................................................2 ReportOrganization.............................................................................................................2 PROJECTSETTING....................................................................................................................... 5 EnvironmentalSetting........................................................................................................5 CulturalSetting....................................................................................................................5 METHODSAND RESULTS..........................................................................................................9 ArchivalResearch................................................................................................................9 FieldInvestigations............................................................................................................10 EVALUATIONS AND MANAGEMENT RECOMMENDATIONS..........................................15 Significance Evaluation.....................................................................................................15 ResourceEligibility............................................................................................................15 Management Recommendations........................................................................................17 REFERENCES CITED ....................................................... APPENDICES A Resumes of Key Personnel B Archival Research Records C Department of Parks and Recreations Forms (DPR-523) for APN 6256-008-025 ..........18 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page i D021.01 Lakewnad BauWard 7115103 LIST OF FIGURES Figure Page 1 Regional Map.......................................................................................................................3 2 Project Location Map...........................................................................................................4 LIST OF TABLES Table Page 1 Previous Surveys Conducted within 1/4 -Mile Radius of the Project...................................9 2 Previously Identified Historic -Era Resources within or adjacent to the Project ..............10 LIST OF PLATES Plate 1 12406 Lakewood Boulevard..............................................................................................12 2 12427 Lakewood Boulevard.............................................................................................12 3 12423 Lakewood Boulevard..............................................................................................13 4 12419 Lakewood Boulevard..............................................................................................13 S12408 Lakewood Boulevard..............................................................................................14 Page H Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project 3!021.01 GdrewuodBoulevard 7/ISM3 EXECUTIVE SUMMARY The City of Downey (City) is proposing to make roadway and intersection improvements along Lakewood Boulevard in the City of Downey, County of Los Angeles. Lakewood Boulevard, formerly State Route 19 (SR 19), extends from the northern end of the City at Telegraph Road, south to the Los Alamitos Circle in the City of Long Beach. The boundaries of the roadway improvement project extend a distance of 4.5 miles from Telegraph Road in the northeast to the southern terminus of the City boundary at Gardendale Street/Foster Road. The roadway crosses under Interstate -5 (I-5) in the north and over Interstate -105 (I-105) in the south, and intersects three major east -west thoroughfares through the City, including Florence Avenue, Firestone Boulevard, and Imperial Highway. The proposed improvements include reconstruction or repaving of Lakewood Boulevard, including median and parkway reconstruction; roadway lane reconfiguration; acquisition of right-of-way and property improvements; landscape improvements to achieve uniform design; traffic signal and turn lane improvements; storm drain improvements; new street and pedestrian lighting; and a noise wall. Based on existing and anticipated traffic volumes along this major City arterial, these improvements are needed to ensure adequate traffic and safety conditions along Lakewood Boulevard. The stretch of road to be impacted by the proposed project is currently paved. Roadway reconstruction, storm drain installation, and landscaping improvements will involve ground disturbing activities. The proposed project area is a four- to six -lane roadway classified as a Major Arterial. The surrounding area is comprised primarily of commercial structures, multi -unit housing, single-family housing and parking lots. Lakewood Boulevard provides direct access to the Metro Greenline, the I- 105 and I-5 freeways, and the Stonewood Shopping Center. The abandoned Downey NASA facility occupies a large parcel on the east side of Lakewood Boulevard between Stewart -Gray Road and Clark Avenue. This area will soon serve as the primary frontage for the 160 -acre Downey Landing redevelopment project. A records search was conducted on June 9, 2003 at the South Central Coastal Information Center at California State University, Fullerton to identify the presence of any previously recorded cultural resources. No archaeological sites were previously recorded within 1/4 -mile radius of the proposed project area. Two previously recorded historic -era resources were identified within or adjacent to the Lakewood Boulevard project area. A segment of Union Pacific Railroad crosses Lakewood Boulevard just south of Firestone Boulevard. The oldest remaining McDonalds Drive -In Restaurant is located on the southwest corner of Lakewood Boulevard and Florence Avenue. On June 17, 2003 a pedestrian survey was conducted along Lakewood Boulevard. Areas where ground surface was visible, including center medians, sidewalk easements, and flower beds, were inspected for the presence of cultural resources. No archaeological resources were identified. Five historic -era structures, located on the southwest corner of Lakewood Boulevard and Rose Avenue, were documented and photographed. Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page iii M021.01 Lakewood 8oaievard 7115103 INTRODUCTION This document reports a cultural resources survey of a 4.5 -mile segment of Lakewood Boulevard, in the city of Downey, County of Los Angeles (Figure 1). The project area is located between Telegraph Road in the northeast and Gardendale Street/Foster Road in the southwest. This cultural resources assessment was conducted to bring the proposed project into compliance with the California Environmental Quality Act (CEQA). PROJECT DESCRIPTION The City is proposing to make roadway and intersection improvements along Lakewood Boulevard in the City of Downey, County of Los Angeles. Lakewood Boulevard, State Route 19 (SR 19), extends from the northern end of the City at Telegraph Road, south to the Los Alamitos Circle in the City of Long Beach. The boundaries of the roadway improvement project extend a distance of 4.5 miles from Telegraph Road in the northeast to the southern terminus of the City boundary at Gardendale Street/Foster Road (Figure 2). The roadway crosses under Interstate -5 (I-5) in the north and over Interstate -105 (I-105) in the south, and intersects three major east -west thoroughfares through the City, including Florence Avenue, Firestone Boulevard, and Imperial Highway. The stretch of road to be impacted by the proposed project is currently a four- to six -lane paved roadway, the majority of which contains a single center median, portions of which are landscaped with grass, oleander, and a variety of trees, and/or paved with brick. Roadway reconstruction, storm drain installation, and landscaping improvements will involve ground disturbing activities. The surrounding area is comprised primarily of commercial structures, multi -unit housing, single-family housing and parking lots. Some of the more noteworthy land -use features are the Dennis the Menace Park at Lakewood Boulevard and the I-5 Freeway, the Stonewood Shopping Center situated on the northeast corner of Lakewood and Firestone Boulevards, the abandoned NASA facility on the east side of Lakewood Boulevard between Stewart -Gray Road in the north and Clark Avenue, and the Downey Cemetery situated on the northeast corner of Lakewood Boulevard and Gardendale Street. The demolition of five historic -era structures located at 12406, 12408, 12419, 12423, and 12427 Lakewood Boulevard has been proposed. These structures were constructed between 1910 and 1938, with one residence being constructed ca. 1957. The present study includes an evaluation of the five historic -era structures to be impacted by the project. Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 1 3!021.01 L kevvaad Boulevard 7115103 PROJECT PERSONNEL Senior technical review was provided by Rebbeca Apple, M.A., R.P.A. Angel Tomes, M.A., R.P.A. conducted the historic -era structures evaluation and coauthored the report. Monica Strauss, M.A., conducted the records search and the fieldwork and coauthored the report. Resumes of key personnel are included in Appendix A. REPORT ORGANIZATION This report is organized following the Archeological Resource Management Reports (ARMR) guidelines (California Office of Historic Preservation 1990). These guidelines provide a standardized format and suggested report content, scaled to the size of the project. Section 1 summarizes the project and its location. The natural and cultural settings are presented in Section 2. Section 3 outlines the research methodology and the results of the archival and field investigations. Evaluations and management recommendations are presented in Section 4. Page 2 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project 3.1021.01 Lake"od Boulevard 7/I5N3 Figure 1 Regional Map No Scale Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Crapkcr2J021 L kewnad Bo fewmVigum\Figlmgrmrydmme>C.JItB (dbrud,Y) 611W03 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Graphics 2JO21 Cnke-.d B.,,?. ,TFiguirs`Fig2—pCJhB (rl6rn4),) 6118103 PROJECT SETTING ENVIRONMENTAL SETTING The project is located in a relatively flat area of the eastern Los Angeles Basin. The Pacific Ocean lies to the west and the basin is bound by the Santa Monica Mountains to the northwest, the San Gabriel Mountains to the north, and the San Bernardino and San Jacinto Mountains to the east. The basin was formed by alluvial and fluvial deposits derived from these surrounding mountains. The present project area is situated between the confluence of the Los Angeles and Rio Hondo Rivers to the west and the San Gabriel River to the east. Prior to urban development and the channeling of the Los Angeles Basin rivers, much of the area was covered with marshes, thickets, dense woodland, and grassland. One of the most biologically -rich habitats in southern California, the floodplain forests of the Los Angeles Basin supported willow, cottonwood, and sycamore and a dense underbrush of alder, hackberry, and shrubs. Historically, nearby Paramount was known as Clearwater, and was once a lakeside community (Gumprecht 1999). CULTURAL SETTING The following discussion briefly describes our current understanding of major prehistoric, ethnohistoric, and historic developments in the vicinity of the project area. Prehistory The initial occupation of the coast of southern California appears to have occurred between about 11,000 and 8,500 years ago (Jones 1992). Early inhabitants were highly mobile foragers focused on the hunting of terrestrial game (Wallace 1955 and Warren 1968) and the systematic use of shellfish and other marine resources (Erlandson 1994:6). Although significant numbers of sites predating about 8000 B.P. are known for the central and southern California coast, few have been found in Los Angeles County. Possible exceptions are skeletal remains from La Brea ("La Brea Woman") dated to about 9000 years B.P., and Malaga Cove, a large site near Santa Monica Bay that probably predates 6500 B.P. (Moratto 1984). Components dating to the period following about 8000 B.P. (Wallace's Millingstone Period) are much more common and appear in a variety of settings. These sites are marked by abundant groundstone assemblages thought to imply a reliance on hard seeds (Wallace 1955). Archaeological research in southern California increasingly demonstrates that this period was marked by regional differentiation and adaptation to local conditions. Many coastal Millingstone components, for example, contain not only substantial groundstone assemblages, but a wide variety of shellfish, fish, bird, and mammal bone as well (Drover et al. 1983). The period beginning around 3,000 years ago, corresponding to Wallace's (1955) Intermediate Horizon and Warren's (1968) Campbell Tradition, saw important settlement, subsistence and Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 5 33021.01 LaknvoodBoulevard 7/15M3 technological changes. Activities involving increased energy expenditures were undertaken to accommodate a growing population (Erlandson 1994:47). These include an increase in acorn use as indicated by the appearance of the mortar and pestle; elaboration of fishing technology, including the inception of the shell fishhook; and more abundant and diversified hunting equipment (Erlandson 1994). Sometime between 1,500 and 1,300 years ago, the patterns began to emerge that characterize the ethnohistoric Gabrielino. This period, the Late Prehistoric as defined by Wallace (1955), is characterized by generally high population densities and elaborate social, political, and technological systems not unlike those of the Chumash just to the north. Economic systems continued to diversify and intensify during this period, with the continued elaboration of trade networks, the use of shell - bead currency, and the appearance of more labor-intensive but effective technological innovations. This process focused particularly on the development of marine fisheries and the use of the plank canoe. Ethnohistory At the time of historic contact, the project area was occupied by the Takic-speaking Gabrielino who occupied much of present-day Los Angeles and Orange Counties, as well as parts of San Bernardino and Riverside Counties, from Topanga Creek in the north to Aliso Creek in the south, and the islands of San Clemente, Catalina, and San Nicolas (Kroeber 1925). With some 40 villages (Reid 1939[1852]) inhabited by 50 to 200 people, the Gabrielino are estimated to have numbered around 5,000 in the pre -contact period (Kroeber 1925). Gabrielino villages were typically situated in close proximity to the rivers which flowed through the region. Subsistence consisted of hunting, fishing, and gathering. Small game were hunted with deadfalls, rabbit drives, and by burning undergrowth, while larger game such as deer were hunted using bows and arrows. Fish were taken by hook and line, nets, traps, spears, and poison (Bean and Smith 1978; Reid 1939[1852]). Plank canoes were used in the onshore and offshore fishery and to communicate with the Channel Islands. The primary plant resources were the acorn, gathered in the fall and processed in mortars and pestles, and various seeds that were harvested in late spring and summer and ground with manos and metates. The latter would include chia and other sages, various grasses, and islay or holly leafed -cherry (Reid 1852). The closest known Gabrielino settlements to the present project area were Puvungna located to the southwest in present-day Long Beach and Apachiangna which was located to the northwest of the project area, east of the Los Angeles River (Gumprecht 1999). A Brief History of the Area The pueblo Nuestra Senora la Reina de los Angeles de Prociuncula (Los Angeles) was founded on September 4, 1781. The pueblo grew slowly with its economy based on cattle ranching on the surrounding ranchos and the San Gabriel Mission. In 1821, colonial New Spain became the independent Republic of Mexico. Based primarily on the export of steer hides, the rancho system was greatly expanded in California and trade with the outside world increased. Economic competition and political tension between the new Mexican republic and the Catholic Church Page 6 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project 3!02/.01 Lakeanad Boulevard 7115103 intensified and the missions were secularized beginning in 1831 (Rolle 1998:68). In 1845, governor Pio Pico moved the capital of California to Los Angeles. By 1829, President Andrew Jackson tried to purchase territories of the American West from Mexico. In the 1830s and 1840s a number of Americans began settling in California, and the United States continued to look with interest on the West. Tensions between Californios and Americans grew, and by 1846, Americans in northern California revolted and declared an independent California Republic. The republic ended only three weeks later when U.S. naval forces took Monterey on July 7, 1846. The ensuing war ended in Los Angeles with the surrender of Andres Pico, Governor Pio Pico's brother, on January 13, 1848. The Treaty of Guadalupe Hidalgo was signed on February 2, 1848, giving the United States Alta California, Arizona, New Mexico, and a greatly enlarged Texas (Rolle 1998: 91). California gained statehood in 1850 and the County of Los Angeles was established. The burgeoning prosperity of the gold strike dramatically increased California's population, reaching 250,000 by 1852 (Clark 1981:15). The population of Los Angeles rose to 1,610 (Rios 1986:98), with a 75% Hispanic majority and Spanish as the predominant language. Los Angeles had become a popular destination by way of the Old Spanish Trail, and the first stage was established between Los Angeles and San Pedro during this time. Before long, Los Angeles had an established water department, Post Office, Police force, Public School system, and its first hotel, The Bella Union. The Gold Rush in the following decades, the rebirth of agriculture in the 1880s, and the arrival of the Southern Pacific railroad in 1876 and the Santa Fe in 1886 spurred a boom in Los Angeles. The population for the city rose from 11,000 in 1880 to 50,000 by 1890 (Meyer 1981:45). A History of the City of Downey Named for founder and former California governor John G. Downey, the City of Downey was founded in 1873, just in time to greet the extension of the Southern Pacific railroad. The extension of the railroad through Downey in 1874 played a pivotal role in the city's early growth and development, and a bustling business center was created at the corner of what is now Downey Avenue and Firestone Boulevard (Downey Chamber of Commerce 2001). The years between 1900 and 1917 were perhaps the "Golden Age" of Downey. In this era a citrus cooperative was formed, the Downey Board of Trade (later renamed the Downey Chamber of Commerce) was organized, and the streets were lighted with electricity (City of Downey 2003b). World War I brought progress of a different sort. Local interest began to mount in the aviation branches of the military. The fledgling oil industry grew by leaps and bounds, stimulated by the demands of the war economy (City of Downey 2003b). Downey, however, remained largely agrarian until the development of the local aircraft and aerospace industries during the post -World War II years, as light industry and tract homes replaced orange groves. Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 7 3!021.01 Lake~dBoulevard 7115103 Downey is home to the world's oldest McDonald's restaurant and the site of the first Taco Bell eatery, but the city is best known for its role in America's aerospace industry. For more than 70 years, Downey's Rockwell NASA plant led the way in many of the country's greatest aviation, missile, and space endeavors, and by the early 1970s the facilities encompassed 1.7 million square feet and more than 200 acres (Aerospace Legacy Foundation 2003). Downey -- like much of California -- was hard hit by the defense cutbacks and downsizing of the 1990s. Rockwell International, which once had over 30,000 employees during the 1960s, had fewer than 5,000 by 1992. Today, the site sits vacant, but the approved Downey Landing Specific Plan will redevelop the site into a mixed-use facility including a hospital and medical offices, a new school, retail and office space, as well as an aerospace museum that will commemorate the work done there (City of Downey 2003b). Conveniently located between the business hubs of Los Angeles and Orange County, Downey is currently home to over 110,600 residents (City of Downey 2003b). Downey is a bustling residential and commercial community with over 2,500 retail, service, and manufacturing companies including more than 750 retail stores, 100 of which are located in the central business district (City of Downey 2003a). Another 90 are in Stonewood Shopping Center, with the remainder distributed throughout more than 35 neighborhood centers (Downey Chamber of Commerce 2001). Downey also boasts an outstanding quality of life with 13 parks, two public golf courses, a model city library, live theater, symphony orchestra, historical society and art museum. It has a wide selection of housing options and an award winning public school district (City of Downey 2003b). Page 8 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project 3!021.01 Lakewood Boulevard 71IS103 METHODS AND RESULTS The historical investigation included archival research and other background research, in addition to afield survey of the project area. The following discussion presents the methods and results for both the archival and the field research. ARCHIVAL RESEARCH The research included review of historical files at the South Central Coastal Information Center at California State University, Fullerton. The records search was conducted by Monica Strauss, M.A. on June 9, 2003 and involved an examination of historic maps, historic site inventories, and maps indicating the locations of previously recorded cultural resources. The research included the identification of previously recorded archaeological sites within a t/4 -mile radius of the project area and the identification of previously recorded historical resources immediately adjacent to Lakewood Boulevard. The records search revealed that six cultural resources surveys were conducted within a t/4 -mile radius of the project (Table 1). Table 1. Previous Surveys Conducted within 1/4 -Mile Radius of the Project Author Report # (LA-) Description Date Ashkar 4834 Cultural Resources Inventory Report for Williams 1999 Communications, Inc. Proposed Fiber Optic Cable System Installation Project, Los Angeles to Anaheim, Los Angeles and Orange Counties Duke 4819 Cultural Resources Assessment for the Pacific Bell Mobile 1999 Services Facility LA -660-04, County of Los Angeles, California Romani 3356 Archaeological Survey Report for Route 1-5 Santa Ana 1982 Transportation Corridor Route 405 in Orange County to Route 605 in Los Angeles County Romani 4082 Archaeological Survey Report for the 1-5 Transitway 1982 Rosen 0078 Evaluation of the Archaeological Resources and Potential 1975 Impact of the Proposed Construction of Route 105 Freeway From El Segundo to Norwalk Unknown 5765 Historic Property Survey 07 -LA -5 Santa Ana Freeway 1977 (Southbound) PM 8.3/11.6 Lakewood Boulevard to Washington Boulevard Archaeological Resources No previously recorded archaeological resources were identified within the records search limits. Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 9 3l021.011akrKwad Boulevard 7/15103 Historic -Era Resources Two historic -era resources were previously recorded within or adjacent to the Lakewood Boulevard project (Table 2). Built in 1874, a segment of the Union Pacific Railroad (currently owned by Southern Pacific Railroad), crosses Lakewood Boulevard just south of Firestone Boulevard. The oldest remaining McDonalds Drive -In Restaurant is located on the southwest corner of Lakewood Boulevard and Florence Avenue. McDonalds has been determined eligible for the National Register. DPR records for the historic railroad are found in Appendix B. The only record available to EDAW by the Office of Historic Preservation with regard to McDonalds was the Historic Resources Data Encoding Sheet, which is also found in Appendix B. Table 2. Previously Identified Historic -Era Resources within or adjacent to the Lakewood Boulevard project Permanent Trinomial (CA- P -Number LAN.) (P-19.) Description Date Recorded 186110 Union Pacific Railroad segment 1999 177349 McDonalds Drive -In Restaurant and Sign 1 1983 FIELD INVESTIGATIONS On June 17, 2003, Monica Strauss, M.A. conducted a pedestrian survey of the Lakewood Boulevard project area. The field investigations were directed at identifying evidence of prehistoric and historic archaeological sites in those areas where bare soils were visible. As mentioned previously, the Lakewood Boulevard improvement project is located entirely within an urbanized area and is developed with commercial buildings, multi -unit housing, single-family homes and parking lots. Very little of the natural ground surface is visible. Bare soils occur only in the occasional flower bed along either side of Lakewood Boulevard, in the landscaped portions of the center medians, in sidewalk easements, and near the railroad crossing. No archaeological resources were encountered during the course of the survey. The fieldwork confirmed that five historic -era residences are present on Assessors parcel number 6256-008-025 situated on the southwest corner of Lakewood Boulevard and Rose Avenue. Street addresses associated with these structures are 12406, 12427, 12423, 12419, and 12408 Lakewood Boulevard. Although characterized as apartments by Assessor records, each of these residences is a detached building, each identified by a separate street address. Because these buildings share a parcel number and tax record information, little could be found on individual dates of construction, as well as dates of modifications/alterations. Sanborn Fire Insurance maps were consulted, however, coverage was not provided for the southern portion of Downey where these structures stand. Assessor records do indicate that these buildings were built between 1910 and 1938, with one residence being constructed ca. 1957. Page 10 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project N021.01 Lakewood Boulevard 7/15103 As part of the standards of the California Department of Parks and Recreations, Office of Historic Preservation, historic buildings were inspected in the field, photographed, and described in detail on DPR-523 forms. DPR forms for the five structures (located in Appendix Q. 12406 Lakewood Boulevard This single -story, wood -frame residence has a cross -gable, tile covered, monitor roof with open eaves. Horizontal exterior wood siding and a combination of window treatments including: casement, sash, and fixed, further characterize this building. Glazed single entry doors are located on the eastern and northern facades. This residence displays distinguishing stone features including a stone chimney and stone footing under the northeastern portion of the house. The porch on the eastern fagade of the house displays simple square wooden columns extending down to a stone abutment. A possible addition to the southeastern portion of the house has exterior board and batten siding and a flat roof. A dilapidated shed with boarded up windows and door is attached to the southern facade of the house (Plate 1). 12427 Lakewood Boulevard This single -story, wood -frame building features a hipped, tile covered roof with closed eaves. Horizontal wood exterior siding and sash windows are displayed on this residence. Two concrete steps lead to an inset porch on the eastern fagade. A shed on the northeastern side'of the house displays a gable roof and a double -wide entry door (Plate 2). 12423 Lakewood Boulevard This building is a single -story, wood -frame residence with a side gable roof. Board and batten exterior siding, and double -hung sash windows are displayed on this residence. Screened single- entry doors are featured on the eastern and northern facades. A carport is adjacent to the northwestern facade of the house (Plate 3). 12419 Lakewood Boulevard This single -story, wood -frame residence features a side gable, tile covered roof. Board and batten exterior siding and double hung -sash windows are displayed on this building. Porch landings made of concrete and colored stone, and screened entry doors are located on the eastern and western facades. A possible addition on the western fagade features a shed roof (Plate 4). 12408 Lakewood Boulevard This single -story residence displays a side -gable roof that extends over a concrete porch landing on the western fagade. Simple square wood columns support the porch roof. This wood -frame building has a stucco exterior, and a combination of large sash and fixed window treatments (Plate 5). Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 11 3J021.01 Lakew aditulmrd 7115/03 Plate 1: 12406 Lakewood Boulevard, looking west. (Frame 3431) Plate 2: 12427 Lakewood Boulevard, looking west. (Frame 3424) Page 12 Lakewood Boulevard Street Improvement Cultural Assessment Report 3J021.01 Lakewood Boulevard 713103 Plate 3: 12423 Lakewood Boulevard, looking west. (Frame 3426) Plate 4: 12419 Lakewood Boulevard, looking west. (Frame 3428) Lakewood Boulevard Street Improvement Cultural Assessment Report Page 13 3J021.01 Lakewood Boulevard 713103 Plate 5: 12408 Lakewood Boulevard, looking east. (Frame 3438) Page 14 Lakewood Boulevard Street Improvement Cultural Assessment Report 31021.01 Lake"od Boulevard 713103 EVALUATIONS AND MANAGEMENT RECOMMENDATIONS This discussion provides an assessment of the eligibility of the identified resources for listing on the California Register of Historical Resources (California Register). The following discussion presents the eligibility assessment criteria as set forth under CEQA, an evaluation of the five historic -era structures to be impacted by the present project, and management recommendations. SIGNIFICANCE EVALUATION A resource is considered "historically significant" under CEQA if the resource meets the criteria for listing on the California Register. The California Register was designed to be used by state and local agencies, private groups, and citizens to identify existing historical resources within the state and to indicate which of those resources should be protected, to the extent prudent and feasible, from substantial adverse change. The following criteria have been established for the California Register (Pub. Res. Code §5024.1, Title 14 CCR, Section 4852). A resource is considered significant if it: A. is associated with events that have made a significant contribution to the broad patterns of California's history and cultural heritage; or B. is associated with the lives of persons important in our past; or C. embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of an important creative individual, or possesses high artistic values; or D. has yielded, or may be likely to yield, information important in prehistory or history. RESOURCE ELIGIBILITY Archaeological Resources. No archaeological resources were encountered during the field survey. Historic -Era Resources. The above criteria have been applied to the five historic -era structures located on Assessors parcel number 6256-008-025, the results of which are discussed below. 12406 Lakewood Boulevard This building does not appear to meet the criteria for listing on the California Register of Historical Resources (CRHR). Modifications in the form of new roofing, and an addition on the southeastern facade of the house, have compromised the integrity of this building, thereby hindering its eligibility for listing. This residence has no known association with a significant local historic event (Criterion A), nor is it associated with a significant person in local history (Criterion B). Although this building Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 15 3.1021.01 Lakewood Boulevard 7/1SV3 does display some distinguishing stone detail, it does not represent the work of a master or embody distinctive characteristics of a type or period of construction (Criterion Q. A lack of thorough documentation for this building also limits its potential to yield important information (Criterion D). 12427 Lakewood Boulevard This residence is not associated with a significant local historic event (Criterion A), nor is it known to be associated with a person considered important in local history (Criterion B). This building does not display distinguishing architectural characteristics or represent the work of a master (Criterion Q. In certain instances, buildings themselves can serve as important sources of information on historic construction technologies (Criterion D), however, this type of building is well documented, and does not appear to be a source of significant information. A lack of thorough documentation also hinders its ability to provide important information. This building does not appear to be eligible for listing in the CRHR. 12423 Lakewood Boulevard This building is not known to be associated with a significant local historic event (Criterion A), nor a historically significant person (Criterion B). Although new roofing and screen doors have been added, this residence still exhibits dilapidation. This home does not display distinguishing architectural characteristics or represent the work of a master (Criterion C), nor does it appear capable of yielding important information on historic construction technologies (Criterion D). This type of building is otherwise well documented, and does not appear to be a source of primary information. This residence does not appear eligible for listing in the CRHR. 12419 Lakewood Boulevard This residence does not appear to meet the criteria for listing in the CRHR. An addition to the western fagade adversely affects this buildings integrity. Furthermore, this residence is not known to be associated with a significant local historic event (Criterion A), or historically significant person (Criterion B). This building does not represent the work of a master or embody distinctive architectural characteristics of a type or method of construction (Criterion Q. This type of building is well documented, and does not appear to be a source of important information (Criterion D). This residence does not appear to be eligible for listing in the CRHR. 12408 Lakewood Boulevard This residence at12408 was constructed later than the other buildings on this parcel, possibly representing the ca. 1957 home noted in the Assessors range of construction dates for this lot. This residence is not associated with a significant historic event (Criterion A), nor is it associated with an individual considered important in local history (Criterion B). This house does not display distinctive architectural characteristics or represent the work of a master (Criterion Q. In certain instances, buildings can serve as important sources of information on historic construction technologies, however this type of building is well documented, and does not appear to be a source Page 16 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project 3J011.01 Lakewood Boulevard 7115103 of primary information (Criterion D). This residence does not appear to be eligible for listing in the CRHR. The five historic -era buildings located within the Lakewood Boulevard project area were evaluated according to applicable sections of CEQA and the CRHR. All of the resources are recommended as not significant based upon a lack of significant association, and/or lack of research potential. Furthermore, most of the buildings have undergone modifications that have compromised their historic integrity. These buildings were evaluated in order to comply with the California Environmental Quality Act (CEQA), applicable sections of the CEQA Guidelines, as well as Section 5024.1 of the California Public Resources Code. All of the buildings evaluated were recorded on Department of Parks and Recreation (DPR) 523 forms, located in Appendix C. Although the railroad crosses Lakewood Boulevard, passing directly through the project alignment, no negative impacts to this resource is anticipated as a result of the curb, gutter, and median modifications proposed for this intersection. Likewise, the McDonalds Drive -In Restaurant and Sign, situated adjacent to the project alignment on the southwest corner of Lakewood Boulevard and Florence Avenue, is not within the boundaries of the proposed project, and therefore no negative impact to this resource is anticipated. MANAGEMENT RECOMMENDATIONS Archaeological Resources. Although no archaeological resources were encountered as a result of the survey, if previously unidentified cultural material is encountered during construction, work shall be halted until the find is assessed by a qualified archaeologist. Historic -Era Resources. No further investigations are recommended for the five historic -era structures because they have been assessed as ineligible for the California Register. Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 17 33021.01LakexnodBoulevard 7/15103 REFERENCES CITED Aerospace Legacy Foundation 2003 www.aerospacelegacyfoundation.org Bean, L.J. and C.R. Smith 1978 Gabrielino. In Handbook of North American Indians, vol. 9, pp. 538-562. Robert F. Heizer, editor. Smithsonian Institution, Washington, D.C. California Office of Historic Preservation 1990 Archaeological Resource Management Reports (ARMR) Guidelines. Department of Parks and Recreation, State of California, Sacramento. City of Downey 2003a http://www.downeyca.org City of Downey 2003b http://www.downeyca.com Clark, D.L. 1981 Los Angeles, a City Apart. Woodland Hills: Windsor Publications. Drover, C.E., H.C. Koerper, and P. Langenwalter II 1983 Early Holocene Human Adaptation on the Southern California Coast: A Summary Report of Investigations at the Irvine Site (CA -Ora -64), Newport Bay, Orange County, California. Pacific Coast Archaeological Society Quarterly, 19(3 & 4):1-84. Downey Chamber of Commerce 2001 http://www.downeychamber.com Erlandson, J. M. 1994 Early Hunter -Gatherers of the California Coast. Plenum Press, New York. Gumprecht, B. 1999 The Los Angeles River. Its Life, Death, and Possible Rebirth. The Johns Hopkins University Press, Baltimore, Maryland. Jones, T.L. 1992 Settlement Trends Along the California Coast. In Essays on the Prehistory of California, edited by Terry L. Jones, pp. 1-38. No. 10, Center for Archaeological Research at Davis, University of California at Davis. Page 18 Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project M021.01 Lakewood Boulevard 7/15N3 Kroeber, A.L. 1925 Handbook of Indians of California. Bureau of American Ethnology Bulletin 78, Smithsonian Institution, Washington D.C. McCawley, W. 1996 The First Angelinos: The Gabrielino Indians of Los Angeles. Malki Museum Press, Banning. Meyer 1981 Los Angeles, 1781-1981. A special bicentennial issue of California history, Spring 1981. California Historical Society, Los Angeles. Moratto, M.J. 1984 California Archaeology. Academic Press, New York. Reid, H. 1939 [1852] Letters on the Los Angeles County Indians. In A Scotch Paisano in Old Los, by Susanna Bryant Dakin, pp. 215-286. University of California Press. Rios-Bustamante, A. and P. Castillo 1986 An illustrated history of Mexican Los Angeles, 1781-1985. University of California, Chicano Studies Research Center Publications, Los Angeles. Rolle, A. 1998 California, A History. Fifth Edition. Harlan Davidson, Wheeling, Illinois. Wallace, W.J. 1955 A Suggested Chronology for Southern California Coastal Archaeology. Southwestern Journal of Anthropology 11(3):214-230. Warren, C.N. 1968 Cultural Traditions and Ecological Adaptation on the Southern California Coast. In Archaic Prehistory in the Western United States, edited by Cynthia Irwin -Williams. Eastern New Mexico University Contributions in Anthropology 1(3):1-14. Cultural Resources Assessment for the Proposed Lakewood Boulevard Street Improvement Project Page 19 3J021.01 Lakeivood Boulevard 7/15103 Appendi 2 0N04W-G ° Q - - -(Dq j �k E§ >A / qm#mom � I m t�2_W-0_W P -Cf) Lq 0 �k$7k%k •2§d @§ o } �$dd Lakewood 1 p * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model Version 2.5 February 1985 (Calif. Vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Proposed Gardendale to Imperial Date: 07-07-2003 INPUT DATA ( Feet & MPH ) 1. Auto volume 2. Medium Truck Volume 3. Heavy Truck volume 4. Vehicle Speed 5. Dist. to CTR. Near Lane 6. Roadway Angle, Left 7.Roadway Angle, Right 8.Drop-Off Rate 9. Number of lanes 10. Grade correction 11. Dist. to shoulder/cut 12, Height of Shoulder/Cut 13. Distance to Barrier 14. Barrier Type 15. Height of Barrier 16. Barrier Angle, Left 17. Barrier Angle, Right 18. Height of observer --------------------------- ELEMENT NUMBER 1 ---------------------------------- 2668 -_ ___-___-__-___-- --- 2668 68 59 40 25 -90 93 6 0 20 0.50 0 0 0 0 0 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) ~ NO BARRIER TOTAL LEQ = 71 DBA (APPROX. L10 73 DBA) ----------------------------------- 0 Title: LAKEWOOD BLVD - Proposed Gardendale to Imperial Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 ---------------------------------- NO BARRIER Cut/Fill Atten. Auto -5.18 cut/Fill Atten. Med. Trks -1.05 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 66.23 Leq Med. Trucks 63.38 Leq Heavy Trucks 68.52 ELEMENT TOTALS 71.30 ---------------------------------- Page 1 Lakewood 1 * * * * * * LEQv2****** San FransiSco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Gardendale to Imperial Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ----------------------------------- 1. Auto volume 2668 2. Medium Truck volume 68 3. Heavy Truck volume 59 4. vehicle Speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop -Off Rate 3 9. Number of lanes 4 10. Grade correction 0 11. Dist. to shoulder/cut 20 12. Height of shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of Observer 5 ----------------------------------- OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) NO- - - -- BARRIER TOTALLEQ=71 DBA(APPROX. L10 73 DBA) ---------------------------------- a Title: LAKEWOOD BLVD - Existing Gardendale to Imperial Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 ----------------------------------- NO BARRIER Cut/Fill Atten. Auto -3.27 Cut/Fill Atten. Med. Trks -1.08 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 67.06 Leq Med. Trucks 62.26 Leq Heavy Trucks 67.43 ELEMENT TOTALS 70.90 ------------------------------------- Page 1 Lakewood 2 p * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. Vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Proposed Imperial to Clark Date: 07-07-2003 Page 1 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 -------------------------------------------- 1. Auto Volume 3076 2. Medium Truck volume 79 3. Heavy Truck volume 68 4. vehicle speed 40 5. Dist. to CTR. Near Lane 25 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop-off Rate 3 9. Number of lanes 4 10. Grade Correction 0 11. Dist. to shoulder/Cut 20 12. Height of Shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of observer ---------------------------------- 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy ---------------------------------- Mean Emission Levels) NO BARRIER TOTAL LEQ = 72 ---------------------------------- DBA (APPROX. L10 74 DBA) 13 Title: LAKEWOOD BLVD - Proposed Imperial to Clark Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 NO BARRIER Cut/Fill Atten. Auto -5.87 Cut/Fill Atten. Med. Trks -1.02 Cut/Fill Atten. Hvy. Trks -0.21 Leq Auto 66.61 Leq Med. Trucks 64.51 Leq Heavy Trucks 69.52 ELEMENT TOTALS ----------------------------------- 72.14 Page 1 Lakewood 2 * * * * * * LEQV2 * * * * * * San FransiscO Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Imperial to Clark Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 --------------------.---------------- 1. Auto volume 3076 2. Medium Truck Volume 79 3. Heavy Truck volume 68 4. vehicle speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop -tiff Rate 3 9. Number of lanes 4 10. Grade Correction 0 11. Dist. to shoulder/Cut 20 12. Height of Shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. ---------------------------------- Height of Observer 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) NO- -- BARRIER TOTAL LEQ = 72 DBA (APPROX. L10 74 DBA) CEJ Title: LAKEWOOD BLVD - Existing Imperial to Clark Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 ---------------------------------- NO BARRIER Cut/Fill Atten. Auto -3.27 Cut/Fill Atten. Med. Trks -1.08 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 67.68 Leq Med. Trucks 62.91 Leq Heavy Trucks 68.05 ELEMENT TOTALS 71.52 Page 1 Lakewood 3 p * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Clark to Bellflower Date: 07-07-2003 Page 1 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 -------------_--_.___________________ 1. Auto volume 3208 2. Medium Truck volume 82 3. Heavy Truck Volume 71 4. vehicle speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop-off Rate 3 9. Number of lanes 4 10. Grade Correction 0 11. Dist. to Shoulder/Cut 20 12. Height of Shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of observer ---------------------------------- 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) NO BARRIER TOTAL LEQ = 72-DBA--(APPROX. --------------------------------- L10 74 DBA) C Title: LAKEWOOD BLVD - Existing Clark to Bellflower Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) ---------------------------------- 1 NO BARRIER Cut/Fill Atten. Auto -3.27 Cut/Fill Atten. Med. Trks -1.08 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 67.86 Leq Med. Trucks 63.07 Leq Heavy Trucks 68.24 ELEMENT TOTALS 71.70 Page 1 Lakewood 3 * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Clark to Bellflower Date: 07-07-2003 Page 1 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ------------------------------------ 1. Auto volume 3208 2. Medium Truck volume 82 3. Heavy Truck volume 71 4. Vehicle speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop-off Rate 3 9. Number of lanes 4 10. Grade Correction 0 11. Dist. to Shoulder/Cut 30 12. Height of Shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of observer ----------------------------------- 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) ---- NO BARRIER TOTAL LEQ =71 -- DBA(APPROX. L10 73 DBA) --------------------------------- 0 Title: LAKEWOOD BLVD - Existing Clark to Bellflower Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) ---------------------------------- 1 NO BARRIER Cut/Fill Atten. Auto -7.09 Cut/Fill Atten. Med. Trks -1.60 cut/Fill Atten. Hvy. Trks -0.24 Leq Auto 64.31 Leq Med. Trucks 62.82 Leq Heavy Trucks 68.41 ELEMENT TOTALS 70.63 Page 1 Lakewood 4 p * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: \LAKEWOOD BLVD - Proposed Bellflower to Firestone Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 __________________________________ 1. Auto volume 3539 2. Medium Truck volume 90 3. Heavy Truck volume 79 4. vehicle speed 40 5. Dist. to CTR. Near Lane 25 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop-off Rate 3 9. Number of lanes 6 10. Grade correction 0 11. Dist. to shoulder/cut 20 12. Height of shoulder/cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of Observer 5 ---------------------------------- OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) ---------------------------------- NO BARRIER TOTAL LEQ = 73 DBA (APPROX. L10 75 DBA) --------------------------------- 0 Title: \LAKEWOOD BLVD - Proposed Bellflower to Firestone Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 ---------------------------------- NO BARRIER Cut/Fill Atten. Auto -5.18 Cut/Fill Atten. Med. Trks -1,05 Cut/Fill Atten. HVy. Trks -0.14 Leq Auto 67.46 Leq Med. Trucks 64.60 Leq Heavy Trucks 69.79 ELEMENT TOTALS 72.55 Page 1 Lakewood 4 * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise. Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Bellflower to Firestone Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ---------------------------------- 1. Auto volume 3539 2. Medium Truck volume 90 3. Heavy Truck volume 79 4. vehicle Speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop -cuff Rate 3 9. Number of lanes 4 10. Grade Correction 0 11. Dist. to shoulder/cut 20 12. Height of Shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. ---------------------------------- Height of observer 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) NBARRIER-Aµ--- TOTAL 72 DBA NO(APPROX. L10 75 DBA) 0 Title: LAKEWOOD BLVD - Existing Bellflower to Firestone Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS)--------------------------------- 1 NO BARRIER Cut/Fill Atten. Auto -3.27 cut/Fill Atten. Med. Trks -1.08 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 68.29 Leq Med. Trucks 63.48 Leq Heavy Trucks 68.70 ELEMENT TOTALS 72.14 ----------------------------------- Page 1 Lakewood 5 p * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Proposed Firestone to Florence Date: 07-07-2003 INPUT DATA ( Feet & MPH ) 1. Auto volume 2. Medium Truck Volume 3. Heavy Truck volume 4. Vehicle speed 5. Dist. to CTR. Near Lane 6. Roadway Angle, Left 7. Roadway Angle, Right 8. Drop-off Rate 9. Number of lanes 10. Grade Correction 11. Dist. to shoulder/Cut 12. Height of shoulder/Cut 13. Distance to Barrier 14. Barrier Type 15. Height of Barrier 16. Barrier Angle, Left 17. Barrier Angle, Right 18. Height of observer ------------------------------ ELEMENT NUMBER 1------------------------------------ 3217 ----------------------.______._._-_3217 82 72 40 25 -90 93 6 0 20 0.50 0 0 0 0 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) Y - -- NO BARRIER TOTAL LEQ =72DBA(APPROX. L10 74 DBA) F1 Title: LAKEWOOD BLVD - Proposed Firestone to Florence Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEAS) 1 ----------------------------------- NO BARRIER Cut/Fill Atten. Auto -5.18 Cut/Fill Atten. Med. Trks -1.05 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 67.04 Leq Med. Trucks 64.19 Leq Heavy Trucks 69.38 ELEMENT TOTALS 72.14 Page 1 Lakewood 5 * * * * * * LEQv2 * * * * * * San Fransi5co Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Firestone to Florence Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ------------_______________________u 1. Auto volume 3217 2. Medium Truck volume 82 3. Heavy Truck volume 72 4. vehicle Speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop -Off Rate 3 9. Number of lanes 4 10. Grade correction 0 11. Dist. to shoulder/Cut 20 12. Height of shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of observer 5 ---------------------------------- OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) ~ -`- NO BARRIERTOTAL LEQ=72DBA(APPROX. L10 74 DBA) --------------------------------- o Title: LAKEWOOD BLVD - Existing Firestone to Florence Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 ---------------------------------- NO BARRIER Cut/Fill Atten. Auto -3.27 Cut/Fill Atten. Med. Trks -1.08 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 67.87 Leq Med. Trucks 63.07 Leq Heavy Trucks 68.30 ELEMENT TOTALS 71.73 Page 1 Lakewood 6 m * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Florence to Gallatin Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ----------------------------------- 1. Auto Volume 3142 2. Medium Truck volume 80 3. Heavy Truck volume 70 4. vehicle speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop -Off Rate 3 9. Number of lanes 4 10. Grade correction 0 11. Dist. to.shoulder/Cut 20 12. Height of shoulder/cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. ---------------------------------- Height of observer 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) NO BARRIER TOTAL LEQ = 72 DBA- (APPROX. L10 74 DBA) F1 Title: LAKEWOOD BLVD - Existing Florence to Gallatin Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 ---------------------------------- NO BARRIER Cut/Fill Atten. Auto -3.27 Cut/Fill Atten. Med. Trks -1.08 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 67.77 Leq Med. Trucks 62.96 Leq Heavy Trucks 68.17 ELEMENT TOTALS 71.62 ----------------------------------- Page 1 Lakewood 6 p * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Proposed Florence to Gallatin Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ----------------------------------- 1. Auto volume 3142 2. Medium Truck volume 80 3. Heavy Truck volume 70 4. vehicle Speed 40 5. Dist. to CTR. Near Lane 25 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop-off Rate 3 9. Number of lanes 6 10. Grade Correction 0 11. Dist. to Shoulder/cut 20 12. Height of Shoulder/cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. ---------------------------------- Height of Observer 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) _-_------------------------------- NO BARRIER TOTAL LEQ = 72 DBA (APPROX. L10 74 DBA) L Title: LAKEWOOD BLVD - Proposed Florence to Gallatin Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 NO BARRIER Cut/Fill Atten. Auto -5.18 Cut/Fill Atten. Med. Trks -1.05 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 66.94 Leq Med. Trucks 64.09 Leq Heavy Trucks 69.26 ELEMENT TOTALS 72.03 ---------------------------------- Page 1 Lakewood 7 p * w * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Proposed Gallatin to Telegraph Date: 07-07-2003 ELEMENT TOTALS 72.44 Page 1 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ----------------------------------------- 1. Auto volume 3448 2. Medium Truck volume 88 3. Heavy Truck volume 77 4. vehicle speed 40 5. Dist. to CTR. Near Lane 25 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop -Off Rate 3 9. Number of lanes 6 10. Grade Correction 0 11. Dist. to Shoulder/Cut 20 12. Height of Shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of Observer ---------------------------------- 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) ---------------------------------- NO BARRIER TOTAL LEQ = 72 ------------------------------------- DBA (APPROX. L10 75 DBA) 0 Title: LAKEWOOD BLVD - Proposed Gallatin to Telegraph Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 NO BARRIER CUt/Fill Atten. Auto -5.18 Cut/Fill Atten. Med. Trks -1.05 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 67.35 Leq Med. Trucks 64.50 Leq Heavy Trucks 69.68 ELEMENT TOTALS 72.44 Page 1 Lakewood 7 * * * * * * LEQV2 * * * * * * San Fransisco Highway Traffic Noise Prediction Program Model version 2.5 February 1985 (Calif. vehicle Emissions Added) Based on FHWA-RD-77-108 Title: LAKEWOOD BLVD - Existing Gallatin to Telegraph Date: 07-07-2003 ELEMENT NUMBER INPUT DATA ( Feet & MPH ) 1 ----------__________________--__,____ 1. Auto Volume 3448 2. Medium Truck volume 88 3. Heavy Truck volume 77 4. vehicle Speed 40 5. Dist. to CTR. Near Lane 36 6. Roadway Angle, Left -90 7. Roadway Angle, Right 90 8. Drop-off Rate 3 9. Number of lanes 4 10. Grade correction 0 11. Dist. to Shoulder/Cut 20 12. Height of shoulder/Cut 0.50 13. Distance to Barrier 0 14. Barrier Type 0 15. Height of Barrier 0 16. Barrier Angle, Left 0 17. Barrier Angle, Right 0 18. Height of observer ---------------------------------- 5 OUTPUT DATA (Based on CALIFORNIA Ref. Energy Mean Emission Levels) - - -- NO BARRIER TOTAL LEQ=72DBA (APPROX. L10 74 DBA) ------------------------------- 0 Title: LAKEWOOD BLVD - Existing Gallatin to Telegraph Date: 07-07-2003 ELEMENT NUMBER OUTPUT DATA (HOURLY LEQS) 1 NO BARRIER cut/Fill Atten. Auto -3.27 cut/Fill Atten. Med. Trks -1.08 Cut/Fill Atten. Hvy. Trks -0.14 Leq Auto 68.17 Leq Med. Trucks 63.38 Leq Heavy Trucks 68.59 ELEMENT TOTALS 72.03 ---------------------------------- Page 1 Appendix E Traffic Study Lakewood Boulevard Improvements Project IS/MND P:12003\3J021 lAewood BlvdVechnkal AppendlrestA}:ff,-TbCFlyshmis.doc 07130!03 LAKEWOOD BOULEVARD IMPROVEMENT PROJECT TRAFFIC IMPACT STUDY Prepared for EDAW. Inc. Prepared by Meyer, Mohaddes Associates 707 Wilshire Boulevard, Suite 4810 Los Angeles, CA 90017 November 2003 J03-0013 Lakewood Boulevard Improvement Project - Traffic Impact Study TABLE OF CONTENTS INTRODUCTION.........................................................................................................................................1 EXISTINGCONDITIONS.......................................................................................................................3 FUTURE CONDITIONS............................................................................................................................10 APPENDIX A: LEVEL OF SERVICE WORKSHEETS APPENDIX B: LOS COMPARISON TO DOWNEY LANDING EIR Meyer, Mohaddes Associates Lakewood Boulevard Improvement Pro ect - Trak Impact Study INTRODUCTION This report summarizes the results of the traffic impact analysis that was undertaken for the Mitigated Negative Declaration for the proposed Lakewood Boulevard Improvement Project located in the City of Downey. The report documents the methodology, findings and conclusions of the traffic impact analysis conducted for the Lakewood Boulevard Improvement Project. The traffic analysis assesses the traffic effects of the proposed improvements associated with the Lakewood Boulevard Improvement Project. The traffic impact analysis also takes into account other traffic growth due to specific development projects in the surrounding area and overall ambient growth in background traffic. Project Description Lakewood Boulevard is the main north -south arterial in the City of Downey and provides direct access to the Metro Green Line, the I-105 and I-5 freeways and the Stonewood Shopping Center. Also, the 160 - acre NASA site development would front Lakewood Boulevard and is expected to become the largest traffic generator within the City. In order for Lakewood Boulevard to continue to meet the needs of the public, the City has proposed to make the following improvements: • Fully reconstruct the pavement on Lakewood Boulevard. ■ Construct or reconstruct the parkways and median. • Construct or reconstruct the landscaping along the median and parkways. • Provide improvements to private property impacted by the street improvements. • Storm drains to provide for flood control and drainage. • Implement traffic signal improvement for 18 intersections. • Provide new street lighting and pedestrian lighting system. • Acquire right-of-way to provide for the street improvements. ■ Increase the capacity at intersections by increasing radius at comers and by adding right and/or left turn lanes. Per the City of Downey staff, a total of ten (10) intersections were identified and are analyzed in the traffic study for typical weekday morning and evening peak hour conditions. The study locations include the following: • Lakewood Boulevard and Telegraph Road • Lakewood Boulevard and Gallatin Road • Lakewood Boulevard and Florence Avenue • Lakewood Boulevard and 3rd Street • Lakewood Boulevard and Firestone Boulevard • Lakewood Boulevard and Bellflower Boulevard • Lakewood Boulevard and Stewart & Gray Road • Lakewood Boulevard and Clark Avenue • Lakewood Boulevard and Imperial Highway • Lakewood Boulevard and Gardendale Street Figure 1 illustrates the location of the analyzed intersections along Lakewood Boulevard in relation to the surrounding street system. Meyer, Mohaddes Associates Leg 0 Meyer, Mohaddes Associates, Inc. 0 NOT TO SCALE An Ileus Company Lakewood Boulevard Improvement Project Traffic Impact Study FIGURE 1 City of Downey Study Area L.b�vo PlvdZ,uVin Lakewood Boulevard Improvement Project - Traffic Impact Study EXISTING CONDITIONS Morning and evening peak period turning movement traffic counts were obtained from the City of Downey for four of the ten analyzed intersections. The four intersections are located at: • Lakewood Boulevard and Telegraph Road • Lakewood Boulevard and Gallatin Road • Lakewood Boulevard and Florence Avenue • Lakewood Boulevard and P Street At the remaining six locations, peak hour intersection count information included in the traffic study conducted by Stevens/Garland Associates (2001) for the Downey Landing Specific Plan Program EIR (EIP Associates, 2001) was utilized. These locations include: • Lakewood Boulevard and Firestone Boulevard • Lakewood Boulevard and Bellflower Boulevard • Lakewood Boulevard and Stewart & Gray Road • Lakewood Boulevard and Clark Avenue • Lakewood Boulevard and Imperial Highway • Lakewood Boulevard and Gardendale Street Figure 2 shows the existing morning and evening peak hour traffic volumes at the ten study intersections, respectively. The Downey Landing project would be located at the NASA site mentioned in the previous chapter. A field inventory was conducted of all study intersection locations. The inventory included review of intersection geometric layout, traffic control, lane configuration, posted speed limits, transit service, land use and parking. This information is required for the subsequent traffic impact analysis. Figure 3 illustrates the existing intersection geometry (lane configurations) for the ten analyzed intersections. Existing Roadway Conditions The following provides a brief description of the existing conditions along Lakewood Boulevard: Lakewood Boulevard — Lakewood Boulevard is a major arterial traveling in a general north -south direction through the middle of the City of Downey. Between Telegraph Road and the I-5 Freeway, Lakewood Boulevard is striped for two travel lanes in each direction. A raised median separates the northbound and southbound lanes and on -street parking is permitted except during the peak periods (7-9 AM and 4-6 PM). The segment of Lakewood Boulevard between the I-5 Freeway and Gallatin Road, provides a total of six travel lanes divided by a raised median. Curb parking is prohibited along this portion of the street. Between Gallatin Road and Alameda Street, a total of four travel lanes are provided along Lakewood Boulevard. Along this segment, the travel lanes are generally divided by a raised median and on -street parking is prohibited during the peak periods. The portion of Lakewood Boulevard between Alameda Street and Gardendale Street provides two travel lanes in each direction. A raised median or a two-way left -turn lane serves as the median along this portion of the street and on -street parking is prohibited. The posted speed limit along Lakewood Boulevard within the City of Downey is 40 miles per hour. Land -use along Lakewood Boulevard consists of commercial and residential uses. Meyer, Mohaddes Associates W U V O z !j ..r �rbC-Y" h it qnm aL+ounm � v �n� xrma W o d� C i3 V N N C fn i Q +�+ a�4 -(OB)OE ,a, -WOOD (O16i8L{l `� IDBB}OZ4 t [ooL1D1L r(o11Yos IL [QdjES-" i t H IODB1oBB� SEK � foBs}oyL Ci (dales . 9-9 1idB)b$ , � C � as a •o or [Bk Z4 ZDE1 n +--(B{a{YSBZI � +-(010110GZk � [OVB}OtL y y rfBB11L iivy r(9SN7Dl �i i�' JIL r[iltib{ )!L rI0LC1dBZ Q O °�°t S Mfr IBBIYGG-' y� 1Ir W t mR 5 1 r p 5 f{L01Ya16-� is (%b0cz-'',e�+ at ool n (DEVIoo6 (OCG)OZG- oo 3 [ {DB}dBl-I (OOB1D58-+ RES a a {£VLYBskn.v fsL}LB-a vel '� Idlal�' '� [dD{iDDk� m 1^4 � V O � ILJJI C x -(ns)oar " •-fts91op9 y wtln s_ �i1rs}u{ itolkl[ros _ �laztldzz Q g �(vEtbz (ODol)o{G xb o b ee� n k; p r3 ; `4r' IOGIOon o —u= r(LLISBIZ r(BSLi$VL r(DZl}oGZ C grr �nof (ZCL18Dt...,' '!j (9t J-0 1_ i ggr 'meg{- [d9Z}dtk-'" o Y o (o6Z)0BL- 0 o f05BYGEB [flZk4lditt k:S Wont n (OEO{)006 (VB}dtrw ' IZ5{19s1-�'+,�+ ' (dL}bBk-� r � a itr e S Lakewood Boulevard Improvement Project - Traffic Impact Studv Existing Transit Service The Los Angeles County Metropolitan Transit Authority (MTA) and the City of Downey (DowneyLINK) operate several bus lines within the study area. There is also a MTA Green Line station located at Lakewood Boulevard and the I-105. A description of transit service follows: MTA Line 266 — This route operates along Lakewood Boulevard within the City of Downey and provides service to Pasadena to the north and Lakewood to the south. MTA East-West Lines — There are several MTA bus routes which intersect with Lakewood Boulevard which provide direct access to area to the west and east of the City of Downey. Some of these routes include Lines 111, 311, 460 which travel along Florence Avenue, Lines 115, 315 which run along Firestone Boulevard and Line 117 which operates on Imperial Highway. Metro Green Line Station — At Lakewood Boulevard and the I-105 there is a Metro Green Line Station which provides service to the West Los Angeles / South Bay area to the west and Norwalk to the east. The Green Line also provides service to the Blue Line and Red Line (via the Blue Line). DowneyLINK — The City's DowneyLink consists of four routes (Northwest Route, Northeast Route, Southwest Route, and Southeast Route) which provide service throughout the City. The Northeast Route travels along portions of Lakewood Boulevard. Traffic Operations Analysis Methodology Traffic operating conditions in the vicinity of the project were analyzed using intersection capacity -based methodology known as the Intersection Capacity Utilization method which is referred to hereinafter as the ICU method. The efficiency of traffic operations at a location is measured in terms of Level of Service (LOS). Level of service is a description of traffic performance at intersections. The level of service concept is a measure of average operating conditions at intersections during an hour. It is based on a volume -to -capacity (V/C) ratio. Levels range from A to F with LOS A representing excellent (free-flow) conditions and LOS F representing extreme congestion. The ICU method compares the amount of traffic a through or turn lane is able to process (the capacity) to the level of traffic during the peak hours (volume). The critical V/C ratios are combined along with a clearance factor to determine the V/C ratio for the entire intersection. Intersections with vehicular volumes at or near capacity experience greater congestion and longer vehicle delays. Table 1 describes the level of service concept and the operating conditions expected under each level of service for signalized intersections. Existing Traffic Operations Analysis The morning and evening peak hour level of service analyses were conducted for the ten study intersections based on the measured traffic volumes and the methodologies described previously. All intersection analyses are performed using the TRAFFIX (Traffic Impact Analysis) software program. The existing conditions level of service analysis results are summarized in Table 2 for the morning and evening peak hours. It should be noted that the level of service analyses include, per the direction of City of Downey staff, a peak hour factor of 0.95 and passenger car equivalent (PCE) factors to account for truck activity. Meyer, Mohaddes Associates TABLE 1 INTERSECTION LEVEL OF SERVICE DEFINITIONS LAKEWOOD BOULEVARD IMPROVEMENT PROJECT TRAFFIC IMPACT STUDY G:\USERS\2003\T03-0013 Lakewood Blvd\xls\Tab 1 -LOS Definitions.xls 2Si r r ( y7�t3 � y.� f �. wz'�: ltttct~sc CII{i� f d :. �u�tirne,tn apac:ly,_ - - Excellent operation. All approaches to the intersection appear quite A open, turning movements are easily made, and nearly all drivers 0.000 - 0.600 find freedom of operation. Very good operation. Many drivers begin to feel somewhat restricted within platoons of vehicles. This represents stable flow. 0.601 - 0.700 i3 An approach to an intersection may occasionally be fully utilized and traffic queues start to form. C Good operation. Occasionally backups may develop behind 0.701 - 0.800 taming vehicles. Most drivers feel somewhat restricted. Pair operation. There are no long-standing traffic queues. This 0.801 - 0.900 D level is typically associated with design practice for peak periods. Poor operation. Some long standing vehicular queues develop on 0.901 -1.000 E critical approaches. ]'torted flow. Represcnts jammed conditions. Backups from locations downstream or on the cross street may restrict or prevent F movements of vehicles out of the intersection approach lanes; Over 1.000 therefore, volumes carried are not predictable. Potential for stop and go type traffic flow. Sf]IIYL'C:111},rl Vly (',6P,ilCiiy ti nllll;i l::�YgIC�CI�,I I{ti'il(1[t r)lr).'t•i:ll]tilK1CI:ISIL'19 li.l.ti i":tEt'll I�i1:iSt}, G` 4S]i Ell Y; iiltY G:\USERS\2003\T03-0013 Lakewood Blvd\xls\Tab 1 -LOS Definitions.xls TABLE 2 EXISTING CONDITIONS - LEVEL OF SERVICE SUMMARY LAKEWOOD BOULEVARD IMPROVEMENT PROJECT TRAFFIC IMPACT STUDY Intersection 1 Lakewood Blvd and Telegraph Rd 2 Lakewood Blvd and Gallatin Rd 3 Lakewood Blvd and Florence Ave 4 Lakewood Blvd and 3rd St 5 Lakewood Blvd and Firestone Blvd 6 Lakewood Blvd and Bellflower Blvd 7 Lakewood Blvd and Stewart & Gray Rd 8 Lakewood Blvd and Clark Ave 9 Lakewood Blvd and Imperial Hwy 10 Lakewood Blvd and Gardendale St AM Peak Hour PM Peak Hour V/C LOS V/C LOS 1.043 F 1.266 F 0.911 E 0.900 E 0.979 E 1.037 F 0.659 B 0.799 C 1.115 F 1.250 F 0.891 D 0.792 C 0.943 E 0.912 E 0.767 C 0.718 C 0.846 D 1.025 F 0.686--1 B 0.680 B G:\USERS0003\103-0013 Lakewood Blvd\xls\Tab 2-Exisiiing LOS-xls%xisting LOS\ 071520031:03 PM Lakewood Boulevard Improvement Project - Traffic ITpact Study Level of service D is generally considered to be the lowest acceptable LOS in an urban or suburban area. Level of service E and F are considered to be unacceptable operating conditions which warrant mitigation. The results shown in Table 2 indicate that six of the ten analyzed intersections are currently operating at LOS E or F during one or both of the peak hours. These intersections are: • Lakewood Boulevard and Telegraph Road (both peak hours) • Lakewood Boulevard and Gallatin Road (both peak hours) + Lakewood Boulevard and Florence Avenue (both peak hours) • Lakewood Boulevard and Firestone Boulevard (both peak hours) • Lakewood Boulevard and Stewart & Gray Road (both peak hours) + Lakewood Boulevard and Imperial Highway (PM peak hour) The remaining four study intersections currently operate at LOS D or better during both peak hours. Appendix A contains the detailed level of service worksheets. Meyer, Mohaddes Associates Lakewood Boulevard Improvement Project - Traffic Impact Study FUTURE CONDITIONS To evaluate the potential impact of the proposed project on local traffic conditions, it is first necessary to develop a forecast of future traffic volumes in the study area. These traffic forecasts are then assessed without the proposed Lakewood Boulevard Improvement Project, resulting in the "Future No -Project" conditions. This provides a basis against which to measure the potential impacts of the proposed project ("Future with Project' conditions). It is projected that the proposed improvements along Lakewood Boulevard would be completed by the year 2006. Therefore, the traffic forecasts are based on a horizon year of 2006. Future Traffic Volumes Per the direction of the City of Downey, the future peak hour traffic forecasts from the traffic study conducted by Stevens/Garland Associates for the Downey Landing Specific Plan Program EIR were utilized for the six overlapping intersections identified previously. These forecasts included a background growth factor of 1.10 which would account for ambient traffic growth that will occur in the study area due to general employment growth, housing growth , and growth in regional through trips in southern California. The forecasts utilized also include the anticipated traffic associated with the combined Downey Landing, LLC and Kaiser developments. At the remaining four intersections, a similar approach was utilized to develop the future peak hour traffic volumes. An ambient growth factor of 1.10 was applied to the existing traffic volumes and then the traffic associated with the Downey Landing and Kaiser developments were extrapolated from the previous traffic study and added to these locations. The resulting future peak hour traffic volumes at the ten analyzed intersections are shown on Figure 4. As mentioned above, the proposed Lakewood Boulevard Improvement project would be expected to be complete by the year 2006. It should be recognized that this buildout year is consistent with the future year assessed in the Downey Landing Specific Plan. Future Without Project Traffic Analysis Based on the future traffic volumes shown on Figure 4, the "no -project" operating conditions were analyzed at the ten study intersections for the morning and evening peak hours. The results of this analysis are summarized in Table 3. As shown in the table, nine of the ten analyzed intersections are projected to operate at LOS E or F during one or both of the peak hours. These intersections are: • Lakewood Boulevard and Telegraph Road (both peak hours) * Lakewood Boulevard and Gallatin Road (both peak hours) • Lakewood Boulevard and Florence Avenue (both peak hours) • Lakewood Boulevard and 3rd Street (PM peak hour) Lakewood Boulevard and Firestone Boulevard (both peak hours) • Lakewood Boulevard and Bellflower Boulevard (both peak hours) • Lakewood Boulevard and Steward & Gray Road (both peak hours) • Lakewood Boulevard and Clark Avenue (both peak hours) • Lakewood Boulevard and Imperial Highway (both peak hours) 10 Meyer, Mohaddes Associates w J 0 O � 2 UI ~ U H WlAti3lKJtfli39 p,l y � a O ,i f�i C yY F Q w -(L M *--(Duzl)IPYI 3 � (ZYCL)YLZL -IL a — (bb)asaa — �l1 (nQ a=;:- 45F?F (tsz)eae- (66")Ealll— C($L91)66DI V m � coi �(L$bt)99b1 a+-(9Zll)BliCl Na_. •-(94f111E9L W Mfr °° 7f_tr F' (LS) (1ES)La� iEYL.)SEB U (4Bui859Ll [l.L11S� (e£tica9� Sva)88 N (8ZS)£t m (� c y �� , ti n u a 'A pap,_tpr��-..-iSL1zL �S u`6'C (l}ZYG)89bi ; (Y5Z)66 +-(08YG)9Zil a e. a y � (a54t)BZAi Z3 y c W x ME' (ESE r -)69z � Jlt r Jtl � Jll Q O co .�.Jil itr (L[iz)6S11- s• ' ' (yqL)SZ� m & (LS)lB� [7f£8l)8Z81 (86)961- oao"opp'a "n"f:' C1 ,fYBCS)1LOt--• A (19z)bLl-, ggM (£LZG)ZICt (9Z}08 3 a (YY)&6� w (£ZZ1)"L--• (ZEZ)CEl 3 � a0 I"I ^ �� �[Bzslzss• < � 4 w �-(zal)zza � s �(S1)11 a� v IE£)ZZ � O ��� •-(`r_ZLiIYYL g�g cc��'�m :nom -a(LBZ11ot11 _« � �� yy?� +-[96211Sbbl �0' I86E{}YtZ1 � � w Jjl r(S6l1ELz k i;'a ti JJl rI46£)6aZ'& �S fi.{� ��CJ�I r(SS)L1y ui �c J C IBSL)s11J v +rr� wvlb4-a' l 1 a y (Si9)lm— $' r s o �r A o (LS8)lG8 in�S `�� 'B (BYZL)K6- n i j (aLOi)688L �'�„ (O6L1)1EYL-+ y .a (88)LB� (BLOut-3 TABLE 3 FUTURE W/O PROJECT CONDITIONS - LEVEL OF SERVICE SUMMARY LAKEWOOD BOULEVARD IMPROVEMENT PROJECT TRAFFIC IMPACT STUDY C:\USCRSUMV03 0013 Wtwood BlvdWs\Teb 3-Fulm W-0 Project LOS.xIs\Fuftne IAS\07115mo31:09 PM -Existing Conditions Future W/O Pro ect Conditions Intersection AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C LOS V/C LOS V/C I LOS V/C LOS 1 Lakewood Blvd and Telegraph Rd 1.043 F 1.266 F 1.161 F 1.382 F 2 Lakewood Blvd and Gallatin Rd 0.911 E 0.900 E 0.999 E 1.008 F 3 Lakewood Blvd and Florence Ave 0.979 E 1.037 F 1.095 F 1.193 F .4 Lakewood Blvd and 3rd St 0.659 B 0.799 C 0.746 C 0.923 E 5 Lakewood Blvd and Firestone Blvd 1.115 F 1.250 F 1.266 F 1.419 F 6 Lakewood Blvd and Bellflower Blvd 0.891 D 0.792 C 1.108 F 0.947 E 7 Lakewood Blvd and Stewart & Gray Rd 0.943 E 0.912 E 1.147 F 1.141 F B Lakewood Blvd and Clark Ave 0.767 C 0.718 C 0.981 E 0.944 E 9 Lakewood Blvd and Imperial Hwy 0.846 D 1.025 F 1.083 F 1.396 F 10 Lakewood Blvd and Gardendale St 0.686 B 0.680 B 0.780 C 0.786 C C:\USCRSUMV03 0013 Wtwood BlvdWs\Teb 3-Fulm W-0 Project LOS.xIs\Fuftne IAS\07115mo31:09 PM Lakewood Boulevard Improvement Project - Trak Impact Study The remaining study intersection, Lakewood Boulevard and Gardendale Street is expected to operate at LOS C during both peak hours. The Future without Project levels of service summarized in Table 3 were compared to those included in the Downey Landing study. There were minor changes in the V/C ratios which are primarily due to the inclusion of the peak hour factor and the truck PCE factors (mentioned previously) in the LOS calculations for this study. Because of these factors are included in this analysis, three intersections are forecast to experience worse levels of service during one or both peak hours. These locations are Lakewood Boulevard & Bellflower Boulevard, Lakewood Boulevard & Clark Avenue and Lakewood Boulevard & Imperial Highway. The projected levels of service at all of the other analyzed intersections are consistent with those included in the Downey Landing study. It should be recognized that this comparison is for future conditions without the Lakewood Boulevard Improvement Project. Appendix B includes a summary table of this comparison. Future With Project Traffic Analysis The future conditions with the proposed Lakewood Boulevard improvements were assessed at the ten analyzed intersections. Because the proposed project consists of physical improvements along Lakewood Boulevard, operating conditions at the analyzed locations are expected to improve. The future lane configurations resulting from the Lakewood Boulevard Improvement Project at the ten study intersections are shown on Figure 5. Utilizing the future lane configurations and the future traffic volumes, previously shown on Figure 4, the morning and evening peak hour levels of service were calculated for the ten analyzed intersections. Table 4 summarizes the results of the future with project analysis. As part of the improvements along Lakewood Boulevard, a median would be constructed at Clark Avenue which would prohibit southbound Lakewood Boulevard left -turns. For purpose of this analysis, it was assumed that the future southbound left -turn volumes at this intersection would shift to left-tums at the intersection of Lakewood Boulevard and Bellflower Boulevard. This would be a likely location for these southbound movements to shift since, as part of this project, an additional southbound Lakewood Boulevard left -turn lane will be provided. The changes in future peak hour volumes and the resulting levels of service due to this improvement are reflected in Figure 4 and Table 4, respectively_ It should also be noted that the elimination of the southbound left -turn movement at Clark Avenue is not expected to significantly affect the circulation around the Downey Landing Project area. There would still be signalized locations where southbound left -turns could be made (e.g., above mentioned Bellflower Boulevard, Stewart and Gray Road, and Imperial Highway) and the Downey Landing Project itself would provided several access points and is not expected to be adversely affected by the elimination of the left - turn movement at Clark Avenue. Table 4 shows that the proposed Lakewood Boulevard Improvement Project would have beneficial impacts along the corridor. The morning and evening peak hour levels of service at each of the analyzed intersections are expected to remain the same or improve when compared to future conditions without the project. At five of the analyzed locations, the proposed project would improve operating conditions from an LOS E or F to an LOS D or better during both peak hours. These locations are: • Lakewood Boulevard and Gallatin Road (improves to LOS D during both peak hours) • Lakewood Boulevard and 3rd Street (improves to LOS C during PM peak) • Lakewood Boulevard and Bellflower Boulevard (improves to LOS D during AM peak and LOS C during PM peak) 13 Meyer, Mohaddes Associates 2 F J V �p wAwUwvUwwU 0 o a N cel — c) ��o b 00 01 Vl cn m 00 M 00 G C. rn 00 C G O C O O u a - 'c 0. �OwAwaawAAw WU pa A, U �vrn%0g 00Piv00 d 000 0 0000 ornh fIln, Oro- ��wwwwwwwwwv O.� L iq4 4+ a + O w W w U w w w w w U 5 �a i3 ornON'T\000r rio CNONS S 1 1.1 oo a+0oo oor d� .-�o� c��.-• -�0 0 �OwWwUwUWUwoa a a. rl Cq 2 O ' OT 3' W N00 N ORO r ' N 1� O� h 0 �o a v �OwW WaawAwUAca a. ���o� o,�o.-•oornr �o �000-�00000 b 'd T d > dxd P° dal >x� U G 30 0 y F C7 �L m W f-0 v1 U� b PG R1 PO P7 Cq CO PG PO W O 0 0 0 o g $ 0 0 0 3 a3i a3i a3i a3i a3i a3i a3i Q a3i �e X X ip a a a a a o Lakewood Boulevard lHipravOiient Project - T ajr1c hnJ2rect Strrrly • Lakewood Boulevard and Steward & Gray Road (improves to LOS D during AM peak and LOS C during PM peak) • Lakewood Boulevard and Clark Avenue (improves to LOS B during both peak hours) The volurnc-to-capacity ratios at the remaining analyzed locations would also improve or remain unaffected with the implementation of the project. It should be recognized that there could be a change in travel patterns within the study area because of the Lakewood Boulevard improvement Project, that is, additional traffic may be attracted to Lakewood Boulevard from adjacent parallel facilities after the improvements are implemented. However, the total improvement program associated with the project would be expected to have an overall beneficial effect on the corridor even with shifts, if any, in travel patterns. As shown above with the implementation of the Lakewood Boulevard Improvement Project, the operation conditions at specific intersections are expected to improve. Moreover, the overall operations of the entire Lakewood Boulevard corridor through the City of Downey would be expected to improve. With the implementation of signal system improvements, which would allow for coordination of the traffic signals along Lakewood Boulevard, increased left -turn lane storage at key intersections, increased turning radii at specific corners, and limited median breaks, the corridor as a whole is anticipated to operate more effectively and efficiently. Limiting median breaks, especially, would help to the improve traffic flow along Lakewood Boulevard by minimize conflicting traffic movements (i.e., left-turn/through movements. from side streets) which in turn, could potentially reduce the possibility of accidents associated with these movements. Therefore, with the improvements previously mentioned, along with new street lighting and pedestrian lighting system, the safety along Lakewood Boulevard is also expected to improve for both vehicles and pedestrians. onsp5tendes with (lie Downey Lanciing._Npecifc Plan Traffic Study As mentioned earlier, the traffic study for Downey Landing Specific Plan Program EIR was a source of information/data for this study. Consistency between the studies has for the most part has been maintained, as noted above in the Future without Project section. It should be recobmimd that the majority of the mitigation measures which are proposed in the Downey Landing traffic study are covered as part of the Lakewood boulevard Improvement Project and are shown on Figure 5. As part of the City's review of the mitigation measures associated with the Downey Landing project, an alternate improvement has been recommended at the intersection of Lakewood Boulevard and Imperial Highway. The original mitigation measure proposed the implementation of an additional westbound lell-turn lane. Upon review and considering right--of-way requirements and costs, the {City recommended that improvements be made only to the north -south approaches. Thus, at this location, the City proposes to implement a second left -turn lane on both the northbound and southbound approaches in lieu of the additional westbound left -tum lane. These improvements are reflected in Figure 5 and are part of the Lakewood Boulevard Improvement Project. A level of service analysis was conducted to assess the difference in the two improvement schemes for the Lakewood Boulevard/Imperial Highway intersection, discussed above. The results of the analysis are summarized on Table 5. Faking into account the peak hour factor and the truck PCI"; factors (mentioned previously) in the LOS calculations, Table 5 shows that the operating conditions with the improvements proposed as part of this study are expected to be better than those assurning the original improvement suggested as part of the Downey Landing project. 16 Meyer, Mohaddes Associates TABLE 5 LAKEWOOD BOULEVARD / IMPERIAL HIGHWAY LOS COMPARISON LAKEWOOD BOULEVARD IMPROVEMENT PROJECT TRAFFIC IMPACT STUDY Lakewood Boulevard/Imperial Highway AM Peak Hour PM Peak Hour V/C LOS V/C LOS Downey Landing Project Lakewood Boulevard Improvement Project 1.057 0.943 F E 1.274 1.230 F F GAUSERS "1\103-0013 Lakewood B1,ftb\Te1, 6-Imperia1 L0S.x1,komW-n\0BI09200310:33 AM Lakewood Boulevard lntproventerrl project TY•a rc tn1pgc1 study 5i Hifi. an# ru'ec# lm acts Based on the future level of service analyses summarized in the previous sections, the proposed Lakewood Boulevard Improvement Project is not expected to generate any significant (negative) impacts at any of the analyzed intersections. Therefore, no mitigation measures would be necessary. C®nstrxtctinn ��tpa�ts, It is anticipated that there will be short-term adverse traffic and possibly parking impacts along Lakewood Boulevard during the construction ,phases of the proposed project. In order to keep these impacts to a minimum, a construction staging and traffic plan would be provided to the City for review and approval. To the degree possible, staging of construction equipment and construction employee parking should be off-street, thus limiting the impact on surrounding public on -street parking. Also, access to local businesses and residences should be maintained during the construction period. The plan would include but is not limited to, hours of construction (limit to off peak hours), identification of haul routes, potential for off-site parking/staging areas, and shuttle bus to transport workers to/from remote parking area. is Meyer, Mohaddes Associates APPENDIX A LEVEL OF SERVICE WORKSHEETS rS� H u.wwaawAwunIm .J d V C iV �rnlnrO�(OTfi3O O CA (A (D r a0 O n W 'CO '= r 000•-0000.0 ,3 +U aJ v E) T r r T r r r r d V i� cq OR OnOcflnJ� V W O 0000-00000 >> y m � app j N �t �tNO N 0 O r Omi O n C7 v n n O co Co co LO �n v V 7 ti "O' CnricLo�M n000000NM Q;iNrpwp T NTOrGo T C0000,000000 3 A 0 co 0 O r 0 co T 0 m T 0 co O co O O T O co O O O O T W T r T T r a Q aD 01 C0 N n n n cr) Co N in n CO rn C) toObrO n •V) OR Lf) cn O n W x0000000000 y O 5 ,a D U O¢ w U 0 m U Q V) ,D J mea' > > m Er > N L m _ C CO Q N C N io r� in 3 d CIS gC7li8iimwU m— Cl. 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U 4 .• •- w Y O •• b m H> W •• E O> .0 t o -- w Id I v k g l H i V 4 m E i ,q u e .. w r E O >, - •. 7> .. .. 0 1 ,a w w n r }, •- > s ♦ w s -- .� .• r u C+ .a •• H 1 o r-1 > 1y H b -n .+ 1 -n -n > 1 al C E In r r.l W O R w r ♦ m r F m r ro w l O m (, •• w> .G Id H 111 Q b O U w b b ro 1 U -• .0 w i i H I ♦ H s w E I O E I H u m I E W .+ 0 w I Q> IJ V Q ,1 •i Y H a N N 10 e U V i a w a ti m •.I s H w l al ,G w l y w 3 v w m, H 7 y ro l y\ y w ro 1 ro\ v! of > I C m C C I .a N O -•-1 b m -.V w W W b b W W C+ y 1 t : k }� O W r C4 O 1 O -1 - ro 1 O ro H 0 'f1 10 q m ]0 4i w w U.4 1 m ro v Id .� I d O H a W I 1 + • Ua Or Q E . u xZa + >al0 H Q W H.']w W MW W EP, mm Qa W r U>U t a w m F V APPENDIX B LOS COMPARISON TO DOWNEY LANDING EIR TABLE B1 LEVEL OF SERVICE COMPARISON TO DOWNEY LANDING STUDY Location Peak Hour Downey Landing Future Conditions [a] Future w/o Lakewood Im rvs. [b] V/C Ratio LOS V/C Ratio LOS 5 Lakewood Blvd & Firestone Blvd AM 1.209 F 1.266 F PM 1.293 F 1.419 F 6 Lakewood Blvd & Bellflower Blvd AM 1.014 F 1.108 F PM 0.876 D 0.947 E 7 Lakewood Blvd & Stewart -Gray Rd AM 1.077 F 1.147 F PM 1.056 F 1.141 F 8 Lakewood Blvd & Clark Ave AM 0.898 D 0.981 E PM 0.864 D 0.944 E 9 Lakewood Blvd & Imperial Hwy AM 0.990 E 1.083 F PM 1.272 F 1.396 F 10 Lakewood Blvd & Gardendale St AM 0.739 C 0.780 C PM 0.762 C 0.786 C Exhibit "B" Lakewood Boulevard Improvement Project Mitigated Negative Declaration Addendum Lead Agency City of Downey Public Works Department 11111 Brookshire Avenue Downey, CA 90241 Contact: Edwin Norris, Deputy Director of Public Works (562) 904-7109 Project Proponent City of Downey Public Works Department 11111 Brookshire Avenue Downey, CA 90241 Contact: Edwin Norris, Deputy Director of Public Works (562) 904-7109 Environmental Consultant Phil Martin & Associates 4860 Irvine Boulevard, Suite 203 Irvine, CA 92620 949-454-1800 January 27, 2017 TABLE of CONTENTS Section Pa,e I. Introduction .................. ..... ., ...... ... ... 1 II. CEQA Guidelines g15162..................................................................................... .....................1 III. Purpose of an Addendum................................................................................................................ 3 IV. CEQA Guidelines X15164 Addendum to an EIR or Negative Declaration ............................ 3 V. Project Background..........................................................................................................................3 VI. Scope of Addendum.......,.........................................................................,.......................................4 VII. An Environmental Impact Report Addendum is the Proper Method to Address the ProposedDevelopment...................................................................................................................7 VIII. Environmental Analysis of the Proposed Project....................................................................... 7 IX. Mitigation Monitoring and Reporting Program.........................................................................15 X. Conclusion.......................................................................................................................................15 LIST of FIGURES Figure Page 1. Lakewood Boulevard Improvement.................................................................................................. 5 2. Lakewood Boulevard Improvement Project —Phase 3C Improvements....................................6 3. 'Typical Construction Equipment Noise Generation Levels.....................................................•.12 LIST of TABLES Table 1. Construction Activity Emissions Maximum Daily Emissions (pounds/day) ............................. 8 2. LST and Project Emissions (pounds/day)....................................................................................... 8 3. Construction Emissions (Metric Tons CO2e)................................................................................10 4. Typical Construction Equipment Vibration Levels......................................................................13 5. Lakewood Boulevard Improvement Project Phase — 3C Traffic Noise Impact Analysis (dBA CNELat 50 feet from centerline)............................................................................. ......14 Appendices Appendix A — Air Quality Study Appendix B — Noise Report Appendix C — Traffic Study Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page i January 27, 2017 I. Introduction On November 25, 2003, the Downey City Council approved Resolution 6722 that approved the Lakewood Boulevard Improvement Plan "("Project") for roadway and intersection improvements to Lakewood Boulevard from Telegraph Road to Gardendale Street. The City Council also approved Resolution 6723 and adopted Mitigated Negative Declaration ("MND") and a Mitigation Monitoring Plan ("MMP") for the Project. A Notice of Determination ("NOD") was filed with the Los Angeles County Clerk in compliance with California Public Resources Code Section 21152 and California Environmental Quality Act (CEQA) Section 15373 acknowledging the approval of the Project and the MND. II. Purpose of Addendum CEQA authorizes a lead or responsible agency to prepare an Addendum to a previously adopted MND if some changes or additions are necessary, but none of the conditions described in CEQA Guidelines 515162 requiring the preparation of a Subsequent MND or CEQA Guidelines §15163 requiring the preparation of a Supplement to an MND have occurred. CEQA Guidelines 515162 Subsequent EIRS and Negative Declarations (a) When an EIR has been certified or a negative declaration adopted for a project, no subsequent EIR shall be prepared for that project unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, one or more of the following: (1) Substantial changes are proposed in the project which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; (2) Substantial changes occur with respect to the circumstances under which the project is being undertaken which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; (3) New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR or negative declaration was certified as complete or the negative declaration was adopted, shows any of the following: (a) The project will have one or more significant effects not discussed in the previous EIR or negative declaration; (b) Significant effects previously examined will be substantially more severe than shown in the previous EIR; (c) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects, but the project proponents decline to adopt the mitigation measure or alternative; or Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 1 January 27, 2017 (d) Mitigation measures or alternatives which are considerably different from those analyzed in the EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measures or alternative. CEQA Guidelines g15163 Supplement To An EIR (a) The Lead or Responsible Agency may choose to prepare a supplement to an EIR rather than a subsequent EIR if: (1) Any of the conditions described in Section 15162 would require the preparation of a subsequent EIR, and (2) Only minor additions or changes would be necessary to make the previous EIR adequately apply to the project in the changed situation. (b) The supplement to the EIR need contain only the information necessary to make the previous EIR adequate for the project as revised. (c) A supplement to an EIR shall be given the same kind of notice and public review as is given to a draft EIR under Section 15087. (d) A supplement to an EIR may be circulated by itself without recirculating the previous draft or final EIR. (e) When the agency decides whether to approve the project, the decision-making body shall consider the previous EIR as revised by the supplemental EIR. A finding under Section 15091 shall be made for each significant effect shown in the previous EIR as revised. Given that none of the conditions requiring preparation of a Subsequent or Supplemental Negative Declaration are present, an Addendum to the previously adopted Mitigated Negative Declaration is proper (CEQA Guidelines §15164) for the proposed Project. CEQA requires that the decision making body consider the Addendum along with and in conjunction with the final Mitigated Negative Declaration prior to making a decision on whether or not to approve the construction of the proposed Lakewood Boulevard Improvements — Phase 3C Project. A brief explanation of the decision not to prepare a Subsequent Mitigated Negative Declaration pursuant to 515162 should be included in an Addendum or elsewhere in the record and must be supported by substantial evidence. CEQA Guidelines Section 15164 Addendum to an EIR or Negative Declaration In accordance with CEQA Guidelines X115164, the City, as the lead agency, has prepared this Addendum to the previously adopted Mitigated Negative Declaration. As further described below, the City has determined that the clarifications provided herein will result in none of the conditions described in CEQA Guidelines X115162 requiring the preparation of a Subsequent Mitigated Negative Declaration. Lakewood Boulevard Improvement Project Mitigated Negative Declaration - .Addendum Page 2 January 27, 2017 III. Purpose of an Addendum Phil Martin & Associates has prepared this Addendum for the City of Downey (the "City") pursuant to the California Environmental Quality Act (Public Resources Code Section 21000 et seg.) ("CEQA") in response to the request by the Project applicant (City of Downey Public Works Department) to allow the construction of street and intersection improvements to Lakewood Boulevard from Gallatin School House Road to Telegraph Road. CEQA authorizes a lead or responsible agency to prepare an Addendum to a previously adopted MND if some changes or additions are necessary, but none of the conditions described in CEQA Guidelines 515162 requiring the preparation of a Subsequent MND. IV. CEQA Guidelines X15164 Addendum to an EIR or Negative Declaration In accordance with CEQA Guidelines §15164, the City, as the lead agency, has prepared this Addendum to the previously adopted Mitigated Negative Declaration. As further described below, the City has determined the information provided herein will result in none of the conditions described in CEQA Guidelines X115162 requiring the preparation of a Subsequent Mitigated Negative Declaration. Given that none of the conditions requiring preparation of a Subsequent MND (CEQA Guidelines 515162) are present and only report upgrades to the previous MND are necessary to reflect the proposed improvements to Lakewood Boulevard from Gallatin School House Road to Telegraph Road, an Addendum to the previously adopted Mitigated Negative Declaration is proper and complies with CEQA Guidelines §15164. CEQA Guidelines �15164(b) states, "An Addendum to an adopted negative declaration may be prepared if only minor technical changes or additions are necessary or none of the conditions described in Section 15162 calling for preparation of a subsequent EIR or negative declaration have occurred." In the case of the proposed Project, none of the conditions in Section 15162 calling for the preparation of a subsequent negative declaration have occurred. Thus, the right to prepare an Addendum and not a subsequent MND. CEQA requires the decision making body consider the Addendum along and in conjunction with the final Mitigated Negative Declaration prior to making a decision on whether or not to approve the improvements to Lakewood Boulevard from Gallatin School House Road to Telegraph Road.. A brief explanation of the decision not to prepare a Subsequent Negative Declaration pursuant to Section 15162 should be included in an Addendum or elsewhere in the record and supported by substantial evidence. V. Project Background The approved Lakewood Boulevard Improvement project includes roadway and intersection improvements along Lakewood Boulevard, including sidewalks along both sides of the street and new median construction along those sections of Lakewood Boulevard where medians do not presently exist. The improvements are necessary to ensure safety and mobility for both pedestrians and motorists while enhancing the appearance of Lakewood Boulevard. The proposed improvements, based on the approved November 25, 2003 Lakewood Boulevard Improvement project, include: Lakewood Boulevard Improvement Project TNEtigated Negative Declaration - Addendum Page 3 January 27, 2017 • Removal and resurfacing of the street pavement along the entire length of Lakewood Boulevard. • Upgrades to the traffic signal system. • New raised medians along with landscaping along the majority of Lakewood Boulevard. • New concrete curb, gutter and sidewalk along both sides of the entire length of Lakewood Boulevard. • Landscaping along the parkways on both sides of the entire length of Lakewood Boulevard. • New streetlighting system along the entire length of Lakewood Boulevard. • Pedestrian lights along sections of the sidewalk. • Acquisition of right-of-way easements for construction of the improvements. • Widening of key intersections to provide additional turning lanes and better turning radiuses for large trucks. • Providing three -through lanes in each direction. The approved Lakewood Boulevard Improvements project extends from Telegraph Road on the north to Gardendale Street on the south as shown in Figure 1. The currently proposed Lakewood Boulevard Improvements - Phase 3C Project extends from Gallatin School House Road to Telegraph Road as shown in Figure 2. The proposed Lakewood Boulevard Improvements - Phase 3C includes the construction of three (3) continuous through lanes in each direction between Gallatin School House Road to Telegraph Road, including Lakewood Boulevard through the I-5 Freeway interchange within the Caltrans right-of-way. At the intersection of Telegraph Road and Lakewood Boulevard, the Lakewood Boulevard Improvements - Phase 3C improvements will join on-going intersection widening improvements by a separate project between the cities of Downey and Pico Rivera. At Gallatin School House Road, the Project will join the existing roadway improvements to Lakewood Boulevard to the south. The Lakewood Boulevard Improvements - Phase 3C Project will be a critical segment that adds capacity and joins the I-5 interchange area with previously constructed capacity enhancement projects to the north and south. VI. Scope of Addendum The scope of this Addendum is to provide information in support of the construction of the proposed Lakewood Boulevard Improvements - Phase 3C. The Addendum compares the general environmental conditions and potential impacts of the proposed Lakewood Boulevard Improvements - Phase 3C improvements to the Lakewood Boulevard street improvements that were approved November 25, 2003. As such, the Addendum discusses and identifies the potential environmental impacts associated with the Project to the environmental impacts that could be associated with the development of the site in general terms according to the adopted Lakewood Boulevard Street Improvements MND. Any significant differences in potential impacts due to the Project are identified. All applicable mitigation measures adopted by the City as part of the Lakewood Boulevard Street Improvements MND are identified. Any public comment on this Addendum shall be limited to the proposed Phase 3C street improvements. Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 4 January 27, 2017 } W z O n LL O } V V M W N a CL F - z W W > 0 a 0 a W J 0 m 0 0 0 W Y Q J i 0 LE E 4J O I- CL E M L _a 7 O m M O O 3 a, m .J ru— '401 IN j Phil Martin&Associates, Inc. LAKEWOOD BOULEVARD IMPROVEMENTS - PHASE 3C CITY OF DOWNEY LAKEWOOD BLVD IMPROVEMENTS PHASE X Source: Stantec Figure 2 N Lakewood Boulevard Improvements - Phase 3C VII. An Environmental Impact Report Addendum is the Proper Method to Address the Proposed Development The City finds that none of the conditions described in CEQA Guidelines 515162 requires the preparation of a Subsequent MND. Specifically, the City has determined the following: No Substantial Changes in Circumstances. There are no substantial changes with respect to the existing conditions or circumstances under which the Project was evaluated in the Lakewood Boulevard Improvement Plan MND. The site conditions have remained the same since 2003 when the Lakewood Boulevard Improvement Plan project and MND were approved. Thus, the project site has been and remains in its existing condition approximately fourteen years after the adoption of the Lakewood Boulevard Improvement Plan MND. There have not been any substantial changes in the existing environmental setting on the section of Lakewood Boulevard proposed for construction since 2003. No Nem Information of Substantial Importance. There is no new information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the MND was adopted that shows the Project will have one or more significant effects or substantially more severe effects not discussed in the MND. The Project and its associated impacts all remain the same as contemplated and evaluated in the 2003 MND. There are no mitigation measures that were considerably different from those analyzed in the Lakewood Boulevard Improvement Plan MND, with the exception of site specific measures, based on site specific studies that would reduce project environmental effects. Consequently, there is no new information indicating that new significant or substantially more severe environmental effects would result from the development of the Project than identified in the Lakewood Boulevard Improvement Plan MND. VIII. Environmental Analysis of the Proposed Project The City conducted an environmental analysis of the Project along with the environmental analysis contained in the Lakewood Boulevard Improvement Plan MND. The purpose of the environmental analysis comparison was to determine if the Project would have any new or additional impacts to those identified in the Lakewood Boulevard Improvement Plan MND. City staff's comparison of each environmental discipline is provided below. Aesthetics — The street improvements proposed by the Lakewood Boulevard Improvements - Phase 3C plans are the same street improvements from Gallatin School House Road to Telegraph Road that were anticipated and evaluated in the Lakewood Boulevard Improvement Plan MND. Therefore, the Project does not propose any street improvements that would be inconsistent with the improvements evaluated in the Lakewood Boulevard Improvement Plan MND. As a result, the Project will not have any aesthetic impacts. Agricultural Resources — The same as the Lakewood Boulevard Improvement Plan MND, there are no agricultural resources within or adjacent to the section of Lakewood Boulevard of the proposed Phase 3C improvements. The Project will not have any agricultural resource impacts. Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 7 January 27, 2017 Air Quality — The 2003 Lakewood Boulevard Improvement Plan MND includes seven mitigation measures that when implemented will reduce air emission impacts to less than significant. Since the time the air quality report was prepared for the Lakewood Boulevard Improvement project in 2003, the South Coast Air Quality Management District (SCAQMD) has revised its air emission standards for air emissions. As a result, an updated air quality report was prepared for the proposed Lakewood Boulevard - Phase 3C improvements consistent with current SCAQMD emission thresholds. The air quality report that was prepared for the Project is included in Appendix A and summarized below. Construction Emissions Based on the air quality report, the Project construction emissions will be less than the South Coast Air Quality Management District (SCAQMD) thresholds as shown in Table 1. Table 1 Construction Activity Emissions Maximum Daily Emissions (pounds/day) Maximal Construction ROG NOx CO SO2 PM -10 PM -2.5 Emissions PM -10 PM -2.5 Southeast LA County Year 2017 2.8 32.0 18.0 0.0 3.0 1.5 SCAQMD Thresholds 75 100 550 150 150 55 Localized Significance Thresholds The SCAQMD developed analysis parameters to evaluate ambient air quality at a local level in addition to the more regional emissions -based thresholds of significance and called Localized Significance Thresholds (LSTs). While an LST analysis is optional for a project, LST's were evaluated for the Project due to the presence of residential uses (sensitive receptors) adjacent to the construction area along Lakewood Boulevard. LSTs are applicable to the following criteria pollutants: oxides of nitrogen (NOx), carbon monoxide (CO), and particulate matter (PM -10 and PM -2.5). LSTs represent the maximum emissions from a project not expected to cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality standard, and are developed based on the ambient concentrations of that pollutant for each source receptor area and distance to the nearest sensitive receptor. The emission thresholds and the calculated LST emissions were compared to the maximum daily construction activities of the Project and shown in Table 2. As shown, Project construction emissions are less than the allowable LST emission thresholds. Therefore, Project LST impacts are less than significant. Table 2 LST and Project Emissions (pounds/day) LST 1.0 acres/25 meters CO NOx PM -10 PM -2.5 Southeast LA County Allowable On -Site 571 80 4 3 Lakewood Boulevard Improvement Project TUtigated Negative Declaration - .addendum Page 8 January 27, 2017 Emissions Modeled On -Site Emissions Demo/Gradin 8 15 1 1 Utilities/Sub-Grade 15 28 1 1 1 Paving 13 17 1 1 1 UalLhildod Uutput in Appendix A Operational Impacts Based on the Project traffic report, there are no substantial changes to the future traffic patterns compared to the traffic patterns of the project studied in 2003. The construction of the proposed street improvements would result in minimal changes to the use of Lakewood Boulevard. As a result, the Project would not have any significant operational air emission impacts. The Project air quality analysis calculates that with the implementation of air emission reduction measures mandated by the South Coast Air Quality Management District that both the short-term (grading and construction) and long-term emissions (operations) of the Project would be less than significant. The air quality analysis supports the following conclusions: • The Project will not conflict with or obstruct implementation of the applicable air quality plan. • The Project will not violate any air quality standard or contribute substantially to an existing or projected air quality violation. • The Project will not result in a cumulatively considerable net increase of any criteria pollutant for which the region is non -attainment under an applicable federal or state ambient air quality standard (including releasing emissions, which exceed quantitative thresholds for ozone precursors. • The Project will not expose sensitive receptors to substantial pollutant concentrations.. • The Project will not create objectionable odors affecting a substantial number of people. As summarized above, the Project will not have any significant air emission impacts with the requirement by the city for the Project contractor to implement the seven air quality mitigation measures approved by the Lakewood Boulevard Improvement MND and all current applicable SCAQMD air emission reduction measures during Project grading and construction. Biological Resources — The same as the Lakewood Boulevard Improvement Plan MND, there are no biological resources within the Lakewood Boulevard right-of-way. None of the existing introduced urban landscaping is considered rare, endangered or protected plants, or support any rare, endangered or protected animal species. The Project will not have any biological resource impacts. Cultural Resources — No existing structures will be removed by the Lakewood Boulevard Improvements - Phase 3C improvements. Furthermore, there are no known archaeological or paleontological resources within the Lakewood Boulevard right-of-way and be impacted by the construction of the proposed improvements. The Project will not have any cultural resource impacts. Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 9 January 27, 2017 Geology and Soils — The same as the Lakewood Boulevard Improvement Plan MND, the Project would not have any significant geological or soil impacts. Greenhouse Gas (GHG) Emissions — The Lakewood Boulevard Improvement Plan MND did not evaluate GHG emissions of the project because a GHG emission analysis for a project was not required by CEQA until 2008. As required, a GHG analysis was prepared for the proposed Lakewood Boulevard Improvements - Phase 3C improvements. California has passed several bills and the Governor has signed at least three executive orders regarding greenhouse gases. GHG statues and executive orders (EO) include AB 32, SB 1368, EO S-03-05, EO S-20-06 and EO S-01-07. The California State Resources Agency developed guidelines for the treatment of GHG emissions under CEQA. These guidelines became state laws as part of Title 14 of the California Code of Regulations in March 2010. Appendix G of the CEQA Guidelines was modified to include GHG as a required analysis element. Based on Appendix G, a project would have a potentially significant impact if it: • Generates GHG emissions, directly or indirectly, that may have a significant impact on the environment, or, • Conflicts with an applicable plan, policy or regulation adopted to reduce GHG emissions. On December 5, 2008, the SCAQMD Governing Board adopted an Interim quantitative GHG Significance Threshold for industrial projects where the SCAQMD is the lead agency (e.g., stationary source permit projects, rules, plans, etc.) of 10,000 Metric Tons (MT) CO2 equivalent/year. In September 2010, the SCAQMD CEQA Significance Thresholds GHG Working Group released revisions, which recommended a threshold of 3,000 MT CO,e for all land use projects. The 3,000 MT/year recommendation is used for this GHG analysis. The CaIEEMod2016.3.1 computer model calculated the annual CO2 emissions for the Project. SCAQMD GHG emissions policy for construction activities is to amortize the emissions over a 30 - year lifetime. As shown in Table 3, the annual CO2e construction emissions will be 227.5 metric tons and the 30 -year amortized emissions are 7.6 metric tons. Because the annual GHG construction emissions are less than the 3,000 MT CO2e per year threshold, the construction GHG impacts are less than significant. Table 3 Construction Emissions (Metric Tons COze) CO2e Year 2017 227.5 Amortized 7.6 CalEEMod Output provided in Appendix A Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 10 January 27, 2017 Consistency with GHG Plans, Programs and Policies The City of Downey does not have a Greenhouse Gas Reduction Plan. Furthermore, Los Angeles County has not adopted regulations to reduce GHGs that are applicable to the Project. Therefore, the applicable GHG document for GHG emissions by the Project is AB -32. As discussed above, the Project GHG emissions are below the recommended SCAQMD 3,000 ton/year threshold. Therefore, the Project would not conflict with any applicable plan, policy, or regulation to reduce GHG emissions. Hazards and Hazardous Materials — During the preparation of the Lakewood Boulevard Improvement Plan MND, a hazardous materials database search was conducted, including a 'f4 mile area on either side of Lakewood Boulevard. The database search did not identify any sites in the Lakewood Boulevard right-of-way and listed on the Environmental Protection Agency's (EPA's) National Priorities List (NPL) under authority of the federal Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). However, a number of businesses located on Lakewood Boulevard and the surrounding area were known as hazardous material sites or generators. Several of the Underground Storage Tanks (UST's) and Leaking Underground Storage Tanks (LUST'S) identified in the database search are located along Lakewood Boulevard. While none of the UST's or LUST's are within the roadway where the Lakewood Boulevard Improvements - Phase 3C improvements are proposed and directly affected by the Project, it is possible that contaminated soil could be encountered during grading and construction that is near a LUST. As a result, mitigation measures HHM-1 and HHM-2 in the Lakewood Boulevard Improvement Plan MND are applicable for the Project to reduce potential hazardous impacts to less than significant. The incorporation of these two mitigation measures would reduce potential hazardous material impacts of the Project to less than significant. Hydrology — The same as the Lakewood Boulevard Improvement Plan MND, the Project does not propose to significantly change or alter the design of the proposed improvements. Therefore, the Project will not have any significant hydrology impacts. Land Use — While the Lakewood Boulevard Improvement Plan MND anticipated some roadway widening along specific section of Lakewood Boulevard, the proposed Lakewood Boulevard Improvements - Phase 3C improvements will not require any widening to Lakewood Boulevard or any other area streets not anticipated in the Lakewood Improvement Plan MND. The improvements proposed by the Project will remain within the existing Lakewood Boulevard right- of-way and no widening or property acquisition will be required. The Project will not have any land use impacts. Noise — An updated noise report was prepared to confirm the construction and operational noise levels of the proposed Lakewood Boulevard - Phase 3C improvements will not have any new or significant noise impacts to those identified in the 2003 MND. The noise report that was prepared for the Project is included in Appendix B and summarized below. Construction Noise Figure 3 shows the typical range of construction activity noise generation as a function of the equipment that is typically used in roadway construction. Peak noise levels from heavy construction Lakewood Boulevard Improvement Project Mitigated Negative Declaration - .addendum Page 11 January 27, 2017 equipment are typically around 85 dB at 50 feet from the source. With normal spherical spreading losses, peak noise exposures at approximately 100 feet from the equipment operations (some closer, some farther away) would be 80 dB in the absence of any obstruction to line -of -sight propagation. If equipment is staged approximately 100 feet from the nearest residences, the 85 dB threshold can be met. If demolition or construction activities are proposed within 100 feet of any adjacent residences, the use of smaller equipment or temporary shields or barriers would reduce temporary construction noise impacts to less than significant. The incorporation of noise mitigation measure N-7 of the 2003 MND would reduce temporary construction noise impacts to less than significant Figure 3 Typical Construction Equipment Noise Generation Levels Noise Level (dBA) at 50 Feet 1 Compactors (Rollers) Front Loaders m7 I U) 0) Backhoes LU E Tractors .N w Scrapers, Graders --- ................ _ 0 0 Pavers U Trucks a1 > Concrete Mixers CU Concrete Pumps 3 N C° Cranes (Movable) a� E is Cranes (Derrick) Cr w Pumps z C s Generators `n Compressors Pneumatic Wrenches Q Q Jack Hammers and Rock Drills LU Pile Drivers (Peaks) Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 12 January 27, 2017 aource: rrA rrs Ivor it, tnvironmenrar rrorecuon Agency, uecemoer e -i, -iai7, worse rmm Uansrrucr,on tquipmenr ana Uperarrans.- Construction Vibration Typical background vibration levels in residential areas are usually 50 VdB or lower, below the threshold of human perception. Construction activities and street traffic are some of the most common external sources of vibration that can be perceptible inside residences. Construction activities generate ground -borne vibration when heavy equipment travels over unpaved surfaces or when it is engaged in soil movement. The effects of ground -borne vibration include discernable movement of building floors, rattling of windows, shaking of items on shelves or hanging on walls, and rumbling sounds. Groundborne vibrations from construction activities rarely reach levels that can damage structures. Because vibration is typically not an issue, very few jurisdictions have adopted vibration significance thresholds. Vibration thresholds have been adopted for construction projects, but these relate mostly to structural protection (cracking foundations or stucco) rather than to human annoyance. Vibration is most commonly expressed in terms of the root mean square (RMS) velocity of a vibrating object. RMS velocities are expressed in units of vibration decibels. The range of vibration decibels (VdB) is as follows: • 65 VdB - threshold of human perception • 72 VdB - annoyance due to frequent events • 80 VdB - annoyance due to infrequent events • 94-98 VdB - minor cosmetic damage To determine potential impacts of the project's construction activities, estimates of vibration levels induced by the construction equipment at various distances are presented below in Table 4. Table 4 Typical Construction Equipment Vibration Levels Approximate Vibration Levels (VdB)* Vibrator 25 feet 50 feet 100 feet Pile Driver 93 87 81 Large Bulldozer 87 81 75 Loaded Truck 86 80 74 Saws aource: rrA rrs Ivor it, tnvironmenrar rrorecuon Agency, uecemoer e -i, -iai7, worse rmm Uansrrucr,on tquipmenr ana Uperarrans.- Construction Vibration Typical background vibration levels in residential areas are usually 50 VdB or lower, below the threshold of human perception. Construction activities and street traffic are some of the most common external sources of vibration that can be perceptible inside residences. Construction activities generate ground -borne vibration when heavy equipment travels over unpaved surfaces or when it is engaged in soil movement. The effects of ground -borne vibration include discernable movement of building floors, rattling of windows, shaking of items on shelves or hanging on walls, and rumbling sounds. Groundborne vibrations from construction activities rarely reach levels that can damage structures. Because vibration is typically not an issue, very few jurisdictions have adopted vibration significance thresholds. Vibration thresholds have been adopted for construction projects, but these relate mostly to structural protection (cracking foundations or stucco) rather than to human annoyance. Vibration is most commonly expressed in terms of the root mean square (RMS) velocity of a vibrating object. RMS velocities are expressed in units of vibration decibels. The range of vibration decibels (VdB) is as follows: • 65 VdB - threshold of human perception • 72 VdB - annoyance due to frequent events • 80 VdB - annoyance due to infrequent events • 94-98 VdB - minor cosmetic damage To determine potential impacts of the project's construction activities, estimates of vibration levels induced by the construction equipment at various distances are presented below in Table 4. Table 4 Typical Construction Equipment Vibration Levels Approximate Vibration Levels (VdB)* Equipment 25 feet 50 feet 100 feet Pile Driver 93 87 81 Large Bulldozer 87 81 75 Loaded Truck 86 80 74 Jackhammer 79 73 67 Small Bulldozer 58 52 46 * (FTA Transit Noise & Vibration Assessment, Chapter 12, Construction, 2006) Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 13 January 27, 2017 Because of the limited space, a large bulldozer would not be used during construction. The on-site construction equipment that will create the maximum potential vibration is a jackhammer. The stated vibration source level in the FTA Handbook for such equipment is 73 VdB at 50 feet from the source. The nearest sensitive land use to the proposed improvements is approximately 50-100 feet from the roadway. While the residual vibration could be within the annoyance threshold, vibration from cars and trucks traveling on Lakewood Boulevard would mask any vibration impact to the closest sensitive land use and lower than the damage threshold. Therefore, construction vibration impacts will be less than significant. Operational Vehicular Noise Long-term operational noise result from the change in the volume of traffic in the project vicinity. The potential long-term noise impact due to traffic is addressed using the California specific vehicle noise curves (CALVENO) in the federal roadway noise model (the FHWA Highway Traffic Noise Prediction Model, FHWA-RD-77-108). The analysis evaluated the change between existing noise levels and future (2035) with project noise levels at the same locations. Table 5 summarizes the 24- hour CNEL level at 50 feet from the Lakewood Boulevard centerline for both the existing and 2035 condition. Because the area is built -out it takes a very large increase in traffic volume to substantially alter the existing noise environment. As shown in Table 5, the project will not increase the existing traffic noise levels along Lakewood Boulevard where construction is proposed. The largest noise level increase is +1.7 dB CNEL. This noise level increase will be undetectable to the noise sensitive land uses closest to the site and below the +3 dB CNEL significance threshold. Table 5 Lakewood Boulevard Improvement Project — 3C Traffic Noise Impact Analysis (dBA CNEL at 50 feet from centerline) Segment Existing Year 2035 Net Change Lakewood/ W. of Vista del Rosa St. 72.4 73.9 1.5 Vista del Rosa -Telegraph 72.7 74.4 1.7 Vista del Rosa/N. of Lakewood 52.8 52.8 0.0 I-5 NB Off-Ramp/S. of Lakewood 52.2 53.9 1.7 The Lakewood Boulevard Improvement Plan MND identified potential short-term (construction) noise impacts with the construction of the proposed roadway improvements to Lakewood Boulevard. The MND includes seven mitigation measures to reduce potential construction noise impacts. The incorporation of noise mitigation measures N-1 through N-7 will reduce potential construction noise impacts to less than significant. Transportation — A traffic study was prepared and is included in Appendix C. Because a portion of the Lakewood Boulevard - Phase 3C improvements will be constructed within the State Department of Transportation (Caltrans) right-of-way, an encroachment permit from Caltrans will be required. Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 14 January 27, 2017 A traffic report was prepared to determine if the proposed Lakewood Boulevard — Phase 3 improvements will impact Caltrans transportation facilities, which includes the I-5 NB on -and off ramps at Lakewood Boulevard. The traffic report concludes that the Lakewood Boulevard - Phase 3C improvements at the I-5 NB on -and off -ramps are required to provide acceptable levels of service, reduce intersection vehicle delay and queuing, enhance safety, and benefit traffic flow for both the existing and forecast 2035 traffic conditions. Therefore, the traffic study concludes that the construction of the Lakewood Boulevard Phase - 3C improvements will not significantly impact Caltrans facilities. IX. Mitigation Monitoring and Reporting Program The approval of Resolution 6723 on November 25, 2003 adopted a MMP as required by Public Resources Code x'21081.6. Public Resources Code §21081.6 states that when a governmental agency adopts or certifies a CEQA document that contains the environmental review of a proposed project, "The public agency shall adopt a reporting or monitoring program for the changes made to the project or conditions of project approval, adopted in order to mitigate or avoid significant effects on the environment. The reporting or monitoring program shall be designed to ensure compliance during project implementation." All applicable mitigation measures of the approved MMP for the Lakewood Boulevard Improvement Plan MND will be incorporated into the Project to reduce impacts to less than significant. Pursuant to CEQA ,15164, the adopted MND, as updated with this Addendum, can be relied upon for documentation of the effects of the proposed Project on the environment. Because the Project does not exceed the thresholds outlined in CEQA Guidelines 815162 and 15164, no further analysis of the environmental impacts of the Project is required in a Subsequent MND. Based on all of the data presented above and in the adopted MND, it is recommended that the proposed Lakewood Boulevard Improvements - Phase 3C Project be processed for compliance with CEQA as an Addendum to the adopted Lakewood Boulevard Improvement Plan MND. The proposed Lakewood Boulevard Improvements — Phase 3C Project does not alter the conclusions contained in the MND as certified by the approval of Resolution 6723 by the Downey City Council on November 25, 2003. The analysis presented above of the proposed Lakewood Boulevard Improvements - Phase 3C Project justifies the preparation of an Addendum to the adopted MND. X. Conclusion The Lakewood Boulevard Improvement Plan MND was used as a basis for analysis in this Addendum along with Project specific special studies (air quality, greenhouse gas, noise, traffic). Upon review of the Lakewood Boulevard Improvement Plan MND, the information contained in this Addendum and all of the supporting evidence, it is the conclusion of this Addendum that the potential impacts associated with the development of the Lakewood Boulevard Improvements — Phase 3C Project will not be any significantly greater or different than those impacts identified in the Lakewood Boulevard Improvement Plan MND. There are no new significant impacts that result from the Project that have not been addressed and mitigated by the Lakewood Boulevard Improvement Plan MND and MMP, respectively. This Addendum identifies the applicable Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 15 January 27, 2017 mitigation measures of the Lakewood Boulevard Improvement Plan MND and recommended by the Project special studies to mitigation and control potential impacts of the Project to less than significant. This Addendum provides the City with the information supporting the conclusion that proposed Lakewood Boulevard Improvements — Phase 3C Project will not cause substantial physical changes in the environment that would require preparation and processing a new negative declaration. Such documentation would only be required due to the involvement of new significant environmental effects or a substantial increase in the severity of a previously identified significant effect for the Lakewood Boulevard Improvements — Phase 3C Project. The facts cited above and provided in this Addendum allow the City to use an Addendum in accordance with g15164(a) of the State of California CEQA Guidelines for this Project. The Downey City Council serves as the CEQA Lead Agency for this Project. It is recommended that the Addendum be adopted as the appropriate CEQA environmental determination for the construction of the Lakewood Boulevard Improvements — Phase 3C Project. Lakewood Boulevard Improvement Project Mitigated Negative Declaration - Addendum Page 16 January 27, 2017