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HomeMy WebLinkAbout2018-316Resolution No. 2018-316 RESOLUTION NO. 2018-316 RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO, CALIFORNIA, ADOPTING A MITIGATED NEGATIVE DECLARATION MND), APPROVING A MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) AND AUTHORIZING THE DIRECTOR OF COMMUNITY DEVELOPMENT OR DESIGNEE TO FILE A NOTICE OF DETERMINATION (NOD) WITH THE CLERK OF THE BOARD OF SUPERVISORS OF SAN BERNARDINO COUNTY FOR "H" STREET WIDENING FROM KENDALL DRIVE TO 40M STREET (SSO4-052) WHEREAS, on June 20, 2018, the Mayor and City and Council adopted Resolution No. 2018-189 approving the Operating Budget and Capital Improvement Program (CIP) for FY 2018/19; and WHEREAS, on October 18, 2017, the Mayor and City Council adopted Resolution No. 2017-205 approving Agreement with CivilSource, Inc. to provide environmental and civil engineering design services for the widening of "H" Street between Kendall Drive and 40th Street (SSO4-152); and WHEREAS, environmental review as required by the California Environmental Quality Act (CEQA) has been completed and the Environmental Review Committee of the City of San Bernardino is recommending that that the Mayor and City Council adopt this Resolution adopting a Mitigated Negative Declaration (MND), adopting a Mitigation Monitoring and Reporting Program (MMRP) and authorizing the Director of Community Development or designee to file a Notice of Determination (NOD) with the Clerk of the Board of Supervisors of San Bernardino County for the Widening of "H" Street between Kendall Drive and 4& Street. BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. The above recitals are true and correct and are incorporated herein by this reference. SECTION 2. A Mitigated Negative Declaration is hereby adopted for the widening of "H" Street from Kendall Drive to 40th Street (SSO4-152), as described in the attached Initial Study marked A "A", Response to Comments marked as Exhibit `B" and the Mitigated Negative Declaration marked Exhibit "C", attached hereto and incorporated herein. SECTION 3. The Mitigation Monitoring and Reporting Program (MMRP) for said Project, attached hereto as Exhibit "D" is hereby approved. Resolution No. 2018-316 SECTION 4. The Director of Community Development or designee is hereby authorized to file a Notice of Determination, attached hereto as Exhibit "E", for said Project with the Clerk of the Board of Supervisors of San Bernardino County. SECTION 5. Severability. If any provision of this Resolution or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications, and to this end the provisions of this Resolution are declared to be severable. SECTION 6. Effective Date. This Resolution shall become effective immediately. APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by the City Clerk this ISP day of December 2018. John Valdivia, Mayor City of San Bernardino Attest: Georgeann arena, MM ., City Clerk Approved as to -form: Gary D. Saenz, City Resolution No. 2018-316 CERTIFICATION STATE OF CALIFORNIA) COUNTY OF SAN BERNARDINO) ss CITY OF SAN BERNARDINO) I, Georgeann Hanna, MMC, City Clerk, hereby certify that the attached is a true copy of Resolution No. 2018-316 adopted at a regular meeting held at the 19P day of December 2018 by the following vote: Council Members: AYES NAYS ABSTAIN ABSENT SANCHEZ Y MARRA X VACANT SHORETT NICKEL o_ RICHARD X MULVIHILL X WITNESS my hand and official seal of the City of San Bernardino this 19a` day of December 2018. .tomFC Georgean HannaM, City Clerk ATTACHMENT A FINAL Initial Study/Mitigated Negative Declaration for the Widening of H Street between Kendall Drive and 40th Street Chantal Power City of San Bernardino Community Development 201-B, N. "E" Street San Bernardino, CA 92401-1507 Prepared by: R'A'anima ENMRONM ENTAL Athena Environmental 668 N. Coast Highway, Suite 139 Laguna Beach, CA 92651 November 5, 2018 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street November 5, 2oi8 Statement of limitations This document entitled Widening of H Street between Kendall Drive and 40th Street Initial Study/Mitigated Negative Declaration was prepared by Athena Environmental for the account of CivilSource/NV5. The material in it reflects Athena Environmentars best judgment in light of the information available to it at the time of preparation. Any use which a third party makes of this report, or any reliance on or decisions made based on it, are the responsibilities of such third parties. Athena Environmental accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based on this report. Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street November 5, 2018 Table of Contents Abbreviations.............................................................................................................. v 1.0 Introduction.....................................................................................................1 1.1 Mad Agency.....................................................................................................................1 1.2 Project Approvals.............................................................................................................1 1.3 Purpose............................................................................................................................1 1.4 Organization of This IS/MND.......................................................................................... 2 1.5 Documents Incorporated by Reference ...........................................................................2 1.6 Project Contacts...............................................................................................................3 1.7 Objective...........................................................................................................................3 2.0 Project Description...........................................................................................4 2.1 Location and Setting........................................................................................................4 2.2 Elements of the Project....................................................................................................4 2.3 Construction Schedule and Equipment...........................................................................4 3.0 Environmental Determination and Checklist..................................................10 3.1 Environmental Determination.......................................................................................10 3.2 Environmental Factors Potentially Affected...................................................................11 4.0 Environmental Impact Analysis......................................................................13 4.1 Aesthetics.......................................................................................................................13 4.2 Agriculture and Forestry Resources...............................................................................16 4.3 Air Quality......................................................................................................................18 4.4 Biological Resources.........................................................................•............................23 4.5 Cultural Resources.........................................................................................................27 4.6 Geology and Soils...........................................................................................................30 4.7 Greenhouse Gases..........................................................................................................34 4.8 Hazards and Hazardous Materials.................................................................................36 4.9 Hydrology and Water Quality........................................................................................39 4.10 Land Use and Planning...................................................................................•.............. 47 4.11 Mineral Resources..........................................................................................................49 4.12 Noise..............................................................................................................................50 4.13 Population and Housing................................................................................................54 4.14 Public Services...............................................................................................................55 4.15 Recreation...................................................................................................................... 57 4.16 Transportation and Traffic.............................................................................................58 4.17 Tribal Cultural Resources.............................................................................................. 61 4.18 Utilities and Service Systems.........................................................................................64 4.19 Mandatory Findings of Significance .............................................................................. 67 5.0 List of Preparers.............................................................................................68 6.o References......................................................................................................69 iii Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street November 5, 2018 List of Tables Table 2.3-1 Anticipated Construction Duration and Equipment.....................................................5 Table 4.3-1 Project Construction Emissions Versus SCAQMD Significance Criteria....................19 Table 4.3-2 Project Operation Emissions Versus SCAQMD Significance Criteria ........................19 Table 4.3-3 Ca1EEMod Results Compared to Localized Significance Thresholds (LSTs) ............ 20 Table 4.7-1 Estimated Project GHG Emissions............................................................................. Table 4.12-1 City of San Bernardino Interior and Exterior Noise Standards ................................. 51 Table4.14-1 Public Services Facilities.............................................................................................56 List of Figures Exhibit 2-1 Regional Location Map.................................................................................................6 Exhibit 2-2 Project Location Map....................................................................................................8 Exhibit2-3 Zoning Map................................................................................................................... Exhibit2-4 Strategic Area Map........................................................................................................9 List of Appendices Appendix A.: CalEEMod Air Emissions Estimates Appendix B : Geotechnical Investigation Report Appendix C: AB 52 Consultation Appendix D: Responses to Comments iv Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street November 5, 2018 Abbreviations AB g2 Global Warming Solutions Act of 2006 IST Localized Significance Thresholds ADA Americans with Disability Act MBTA Migratory Bird Treaty Act AQMP Air Quality Management Plan MDC Municipal Development Code BAU Business as Usual SBFD San Bernardino Fire Department Bgs Below ground surface MS4 Municipal Separate Storm Sewer BMPs Best Management Practices System CAAQS California Ambient Air Quality WM Waste Management Standards NAAQS National Ambient Air Quality Standards Caltrans California Department of NO Nitrous oxide Transportation NO2 Nitrogen dioxide CAP Climate Action Plan NRNP National Register of Historic Places CARB California Air Resources Board NS North-South CDFW California Department of Fish and O$ Ozone Wildlife Pb Lead CEQA California Environmental Quality Act PFCs Perfluorocarbon CFCs Chlorofluorocarbon PM10 Particulate matter of :to microns in CGS California Geologic Survey diameter or smaller CG -1 Commercial General Zoning PAC? -5 Particulate matter of 2.5 microns in CH4 Methane diameter or smaller. City City of San Bernardino Project Widening of H Street between Kendall CMC City Municipal Code Drive and 4oth Street CMP Congestion Management Program PRC Public Resources Code CMUTCD California Manual of Uniform RM Medium Density Residential Zoning Traffic Control Devices SLAG Southern California Association of CNEL Community Noise Equivalent Level Governments CO Carbon monoxide SCAQMD South Coast Air Quality Management CO2 Carbon dioxide SCCIC District South Central Coast Information Center CO2e Carbon dioxide equivalent SCE Southern California Edison CWA Clean Water Act SCS Sustainable Communities Strategy County County of San Bernardino SF6 Sulfur hexafluoride dBA A unit of measurement of sound level corrected to the A—weighted scale. SO2 Sulfur dioxide EIR Environmental Impact Report SCAB South Coast Air Basin EW East-West SWPPP Stormwater PoIlution Prevention Plan FEMA Federal Emergency Management RWQCB Regional Water Quality Control Board Agency TCR Tribal Cultural Resources GHG Greenhouse Gas TNW Traditional Navigable Water HDPE High density polyethylene USACE United States Army Corps of Engineers HFCs Hydrofluorocarbon USEPA United States Environmental Protection 1-210 Interstate 210 Agency I-215 Interstate 215 USFWS United States l+ish and Wildlife Service IS/MND Initial Study/ Mitigated Negative VMT Vehicle Miles Travelled Declaration VOC Volatile Organic Compounds v Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 1.0 — Introduction November 5, 2oi8 1.o Introduction 1.1 Lead Agency The proposed Widening of H Street between Kendall Drive and 40th Street (Project) requires the discretionary approval of the City of San Bernardino (City). The City is the Lead Agency for the proposed Project as defined by §15051 of the CEQA Guidelines. The Lead Agency is the public agency that has the principal discretionary responsibility to review and analyze environmental impacts, avoid or minimize environmental damage where feasible, and approve or deny the proposed Project (California Code of Regulations §15367). In addition to informing the public of the proposed Project and its potential environmental effects, this Initial Study/Mitigated Negative Declaration (IS/MND) is intended to provide adequate environmental information to public agency decision makers so they can make an informed decision on the Project, consistent with the general responsibilities required of public agencies as outlined in §15o2o and §15025 of the CEQA Guidelines. The public review process of the IS/MND will culminate with a public hearing at the City to consider approval of a Final IS/MND and a decision on whether to approve the proposed Project. 1.2 Project Approvals The following required permits, agreements, and regulatory review processes are anticipated to construct and operate the Project: California Environmental Quality Act (CEQA) The City of San Bernardino would act as Lead Agency under CEQA, pursuant to §21o67 of the CEQA Guidelines and would have the principal discretionary responsibility to approve or deny the Project. Additional City Approvals The following additional approvals will be obtained prior to construction of the Project: • Grading/Building/Electrical Permits 1.3 Purpose The purpose of the Initial Study (IS) in support of a Mitigated Negative Declaration (MND), herein referred to as IS/MND, is to identify and adequately mitigate any potentially significant environmental impacts associated with construction and operation of the proposed Project in the City of San Bernardino, County of San Bernardino, California. The Project's objective is to widen and improve H Street between Kendall Drive and 4oth Street. This IS/MND and its appendices, have been prepared in accordance with the CEQA Statute and the State's Guidelines for Implementation of CEQA for preparation of an IS. This IS, when combined with the Notice of Intent to Adopt an MND, serves as the environmental document Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street i.o — Introduction November 5, 2oi8 for the proposed Project pursuant to the provisions of CEQA (California Public Resources Code §210oo, et seq.) and the CEQA Guidelines (Title 14, California Code of Regulations §15000, et seq.). 1.4 Organization of This IS/MND The content and format of the IS/MND are designed to meet CEQA Guidelines and contain the following sections: Section 1.o, "Introduction," provides a brief summary of the purpose and scope of the IS/MND, the Lead Agency's responsibility, the Project approvals, documents incorporated by reference, and Project contacts. Section 2.0, "Project Description," provides a Project overview including a description of the regional location and project vicinity, including figures; and provides a description of the Project elements — e.g., dimensions of the project, area of disturbance, schedule for completion. Section 3.0, "Environmental Determination and Checklist" provides a list of Project facts, describes the methodology for assessing environmental factors potentially affected, and provides a record of the Environmental Determination. Section 4.o, "Environmental Impact Analysis," provides a brief description of existing conditions for each topic and an analysis of potential environmental impacts based on CEQA Guidelines Appendix G. Mitigation measures are identified where necessary to reduce potential impacts to a less than significant level Section 6.o, "References," lists all reports used, websites accessed, and persons consulted to prepare the IS/MND. Appendices Identifies Project -specific technical studies and CEQA process requirements performed for the Project: • Appendix A: CalEEMod Air Emissions Estimates • Appendix B: Geotechnical Investigation Report • Appendix C: AB 52 Consultation • Appendix D: Responses to Comments 1.5 Documents Incorporated by Reference An MND may incorporate by reference all or portions of another document that are generally available to the public (CEQA Guidelines §1515o). The documents used must be available for public review for interested parties to access during public review of the IS and Notice of Intent (NOI) to adopt a Mitigated Negative Declaration for this proposed Project. The City General Plan and the City Municipal Code, which are available on-line, were used in the evaluation of the proposed Project. The Project -specific technical reports are all attached to the IS as appendices. Initial Study/MiApted Negative Declaration Widening of H Street between Kendall Drive and 40th Street i.o - Introduction November 5, 2oi8 1.6 Project Contacts Lead CEQA Agency and Address City of San Bernardino Community Development 2oi-B, N. "E" Street San Bernardino, CA 92401-1507 Contact Person and Phone Number Chantal Power Associate Planner (909) 384-7272 x 3328 1.7 Objective Project Consultant and Address Athena Environmental 668 N. Coast Highway, Suite 139 Laguna Beach, CA 92661 Contact Person and Phone Number Ms. Erinn Johnson Principal Environmental Planner (949) 338-8644 The Project seeks to widen and upgrade H Street between Kendall Drive and 40th Street to two traffic lanes in each direction with pavement, parking, curb and gutter, 6 -foot wide sidewalks and street light improvements. 3 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendan Drive and 4oth Street 2.0 — Project Description November 5,2o18 2.0 Project Description 2.1 Location and Setting Regional access to the Project site is gained from the Interstate 215 (1-215) to University Parkway north to Kendall Drive and east to H Street or from the I-210 Freeway to North Waterman Avenue north to 40th Street and west to H Street in the City of San Bernardino, San Bernardino County, California. The 1-215 is an eight -lane freeway in the north -south direction and the I-210 is an eight -lane freeway in the east -west direction in the Project area (see Exhibit 2-1, Regional Location Map and Exhibit 2-2, Project Location Map). The Project site is located at approximately 1,34o feet above mean sea level (amsl) on a north - south connector street with primarily medium -density residential (RM) zoning and areas commercial general (CG -1) zoning located to the north and south of the street segment (see Exhibit 2-3, Zoning Map). The City' Strategic Areas Map locates the Project site in the University District Specific Plan for the California State University, San Bernardino. The intent of this Specific Plan area is to lay a foundation for this integration of the University into the surrounding community (see Exhibit 2-4, Strategic Area Map). The climate is Mediterranean and characterized by long dry summers and relatively mild winters. Annual precipitation rarely exceeds 16 inches, with most of that precipitation falling between November and March. Average daily temperatures range from the low 8os to the low 50s with summer highs in the gos. 2.2 Elements of the Project The City of San Bernardino is planning to improve H Street between Kendall Drive and 40th Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and 40th Street from two lanes — one in each direction — to four lanes — two in each direction — with pavement, curb and gutter, 6 -foot wide sidewalks, and street lights improvements. The Project envisions left turn pockets at intersections and modifications to traffic signals at both intersections to match the new configuration of the intersections. 2.3 Construction Schedule and Equipment Construction of the Project is proposed over approximately 8o -working days and would consist of approximately 10 days for demolition/site preparation; 20 days for grading activity; 25 days for building construction; and 25 days for paving. Demolition activity would be minimal consisting of removing an asphalt berm and relocating some of the mailboxes. Construction is anticipated to begin in January 2019. The average anticipated daily crew size per day is six to eight construction workers, and construction vehicles employed at the Project site per construction phase are included in Table 2.3-1 below. 4 Initial Study/Mitigated. Negative Declaration Widening of H Street between Kendall Drive and 4o* Street 2.0 — Project Description November 5, 2018 Table 2.3-1 Anticipated Construction Duration and Equipment Construction Phase Duration Vehicles and Equipment Demolition/site preparation Approximately 10 days 1 watering truck/rubber tired dozer 1 trador/Icededbackhoe 1 grader/concrete saw/dump buck Grading Approximately 20 days i watering truck/rubber tired dozer 1 grader 1 tradorYloader/backhoe Budding construction Approximately 25 days 1 cranettruck 1 forldift i generator 1 tractor/loader/backhoe 1 welder Paving Approximately 25 days 1 cement and mortar mixer 1 paver 1 paving equipment/striping machine 1 roller 1 tractornoadersibackhoe tri(.t �F v 11E e• - F.in.cirr-� cu camoogs ft �h an d Oil Wel h _,r,,,,. 9nsdlalds Pom a_ Yu r•.11p.1 Clry' b°raef Rivaraide Sources: Esri, HERE_ G aFm 1 n Yq, USGS, Intennap, �y, INCREMENT P. NRCan, Esri tray �• m Japan. MET[, Esri China t 0 ' (HongFKft), Esp Korea, Esri 1 a ; an ), NGCC, ®H rra= x � Q 9 —V i1f out. fJ1 b E i � _ e W r c vi • •:. 1!11• Ri C a z Project Location 1 �� mw a Ran ii .tars ti ro p O Y+rarwrrrl E Aft $1 11%°+a # �6 w K c Siitlge LrTye i „rc�s rmxl a -. :1.un.. ■ d yr o .r1 a z a •� h '' UCiiiaau '� • :r�. yy _ i 0. is t � 1 * Yarn W Mlrmh*l Blvd P Z 3 m � � f trnrr arr! f w SOW x E 30Th 7Arti1f : `• � +j :1d _ 81 it�lpplf: Y M.yklory St. WrpiftF Noll ; � y W aonr 51 E 2011% 51 j V Pawlst = 7 W 211h S Admit St .r 3 b 0 $ l4lphiar.0 Ave F-.•�n, Are y ....- .-. W pa mdAve jypiMArrd SourcesitEsri, HERE, Gannin, USGS, Intermap, INCREMENT P, NRCan, i Esri Japan, METI, Esri China (Ho� Kong), E -2h Koreal Esri (Thaiand� NGCC, ®OpenStreetMap the GIS UIr Community Piz contributorland -t-: This tqulewas oOpnely Produced In cots. Reproduction b black and whit may meldt b a loss of adwmafon_ EXHIBIT 1 REGIONAL LOCATION MAP Feet H STREET WIDENING PROJECT eta Q,ry�pA� 3,400 1,700 0 3,400 (BETWEEN KENDALL DR. AND 40TH ST.) - � k NG},�Pafk B:Srp irE aUef. 3 S — � sE-*i,!HERE; Garmin �� GS.Inlermap. NCREMENT P. NRCarti. Esn n ETI. Esri China Hi d KNd). 9 Esri Korea.IEsry`1 -Ihaiiand), NGCC: 40th 5blest rn req a� R d Ridge Line Dr TlHs fgare was odglnay potluced h odor Ragodudion h WwA and whit may m" In o loss of 4dmrmaton. 2 EXHIBIT Feet PROJECT LOCATION MAP H STREET WIDENING PROJECT qTHENq UVROMMENIgi 330 165 0 330 (BETWEEN KENDALL DR. AND 40TH ST.) hQ - FroplC stlon map Date 61b.-201 b 1 V 40th 5trest m aH Drtie Legend r- Project Site RL - Residental Low (&I du/ac) W CG-1 - Commercial General RM - Residential Medium (14 du/ac) PF - Public Facility RS - Residential Suburban (4.6 du/ac) - PFC - Flood Control e gi!alGcbc GeoEye. EarthstarGeog :,phics, .': -. n S SGS, Aero wD, IGN, and the GIS Us&Community This flpme was odp'maly Pm to and in cob[ Reproduction In black and while may insult In a loss of inimmallon_ EXHIBIT 3 Feet ZONING MAP H STREET WIDENING PROJECT AMENAENIVRONMENEAL 530 265 0 590 (BETWEEN KENDALL DR. AND 40TH ST.) - ort gMWIN X4 - SN"legC A r6a Map U DLC: r r � � r .nar ` I ;i , ■ * Project Location ' a Legend Project Site Wool Baseline s<reft $an &mwr&w Vawv Culkge Sante YC mput —IWO f Gnnauaity I3ucN... Dal�rotnwn � Suuthn�tc E Sam Snurhout lndmuid la mm Recmadw Y'diage -� � "mum Ihvrasrry 1141dand Ave W. Vernon �_ Ymdemoix • .. 0.d6.h W.I. Urban C°aaeleakion and Eahaocrnrut Axon Rceide id cm eninc oration city bwolmy SMA 1, *bereoftnGvenie1loondaxy This fg mmm mionW pn>duoed in cdoc Reao6oction h black and w "may real[ in a Ion of infmmafoa ExHBrr 4 Feet STRATEGIC AREA MAP H STREET ECT IDENING PRHST �. 4,200 2.100 0 4,200 (BETWEEN KENDALL OR, AND 40 ) X4 - SN"legC A r6a Map U DLC: Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40* Street 3.0 — Environmental Determination and Checklist November 5, 2oi8 3.o Environmental Determination and Checklist 3.1 Environmental Determination On the basis of this initial evaluation: I find that the proposed Widening of H Street between Kendall Drive and 40t ❑ Street Project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. I find that although the proposed Widening of H Street between Kendall Drive and 40th Street Project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described on an attached sheet have been added to the project. A MITIGATED NEGATIVE DECLARATION will be prepared. I find that the proposed Widening of H Street between Kendall Drive and 40t ❑ Street Project MAY have a significant effect on the environment, and an ENVIRONMENTAL IWACT REPORT is required. I find that the proposed Widening of H Street between Kendall Drive and 40th ❑ Street Project MAY have a significant effect on the environment, but at least one effect i) 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 descried on attached sheets, if the effect is a "potentially significant impact" or "potentially significant unless mitigated" An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed I find that although the proposed Widening of H Street between Kendall Drive ❑ and 40th Street 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 proposed Widening of H Street between Kendall Drive and 40th Street Project, nothing further is required Signature Date 10 Initial study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 3.0 — Environmental Determination and Checklist November 5, 2oi8 3.2 Environmental Factors Potentially Affected This IS/MND has been prepared in compliance with the California Environmental Quality Act (CEQA) pursuant to California Public Resources Code (PRC) §2i000, et seq. and the CEQA Guidelines (California Code of Regulations §i5000, et seq.). Specifically, the preparation of an Initial Study is guided by §15063 of the CEQA Guidelines. This Project is evaluated based upon its effect on seventeen major categories of environmental factors. The environmental factors checked below would be potentially affected by the proposed Project, involving at least one impact that is a "Potentially Significant Unless Mitigated Impact" as indicated by the resource checklists in Section 4.0, Environmental Impact Analysis of this IS/MND. ❑ Aesthetics ❑ Agricultural Resources ❑ Air Quality ® Biological Resources ® Cultural Resources ❑ Geology and Sods ❑ Greenhouse Gas ® Hazards and Hazardous Materials ® Hydrology and Water Quality ❑ Land Use and Planning ❑ Mineral Resources ® Noise ❑ Population and Housing ❑ Public Services ❑ Recreation ® Transportation and Traffic ® Tribal Cultural Resources ❑ Utilities and Service Systems ❑ Mandatory Findings of Significance The IS/MND fully addresses the environment, as described by CEQA, as "the physical conditions which existing within the area which will be affected by a proposed Project including land, air, water, flora, fauna, noise, objects of historic or aesthetic significance." A detailed analysis of environmental impacts will be presented for each resource area (listed above) utilizing the model Environmental Checklist Form found in Appendix G of the CEQA Guidelines §15o63(f). Impacts to the environment for construction and operation of the Project will be assessed and described, and the level of significance of impacts will be measured against criteria that have been established by regulation, accepted standards, or other definable criteria. The use of an MND is only permissible if all potentially significant environmental impacts assessed in the IS are rendered less than significant with incorporation of mitigation measures. Each environmental resource area is reviewed by analyzing a series of questions (i.e., Initial Study Checklist) regarding level of impact posed by the Project. Substantiation is provided to justify each determination. One of four following conclusions is then provided as a determination of the analysis for each of the major environmental factors. No Impact. A finding of no impact is made when it is clear from the analysis that the project would not affect the environment. 11 Initial Study/Mitigated Negative Dedaration Widening of H Street between Kendall Drive and 40th Street g.o - Environmental Determination and Checklist November 5, 2o18 Less than Significant Impact. A finding of a less than significant impact is made when it is clear from the analysis that a project would cause no substantial adverse change in the environment and no mitigation is required. Less than Significant Impact with Mitigation Incorporated. A finding of a less than significant impact with mitigation incorporated is made when it is clear from the analysis that a project would cause no substantial adverse change in the environment when mitigation measures are successfully implemented by the project proponent. In this case, the project proponent would be responsible for implementing measures identified in a Mitigation Monitoring and Reporting Plan (MMRP). Potentially Significant Impact. A finding of a potentially significant impact is made when the analysis concludes that the proposed Project could have a substantially adverse change in the environment for one or more of the environmental resources assessed in the checklist. Typically, preparation of an Environmental Impact Report (EIR) would be required in the case of potentially significant impact. No findings of significance impact were determined to potentially result from the Project. 12 Initial Study/Mitigated Negative Dedlaration Widening of H Street between KendaB Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.0 Environmental Impact Analysis 4.1 Aesthetics Less Than Significant Potentially ImpactWith Less Than Issues Significant Mitigation Significant Impact Incorporated Impact No AESTHETICS: Would the project: a) Have a substantial adverse effect on a scenic vista? b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and Historic buildings within a state scenic highway? c) Substantially degrade the epsing visual character or E ® ❑ quality of the site and its surroundings? d) Create a new source of substantial light or glare which ❑ would adversely affect day or nightfirrm views in the area? a) Have a substantial adverse effect on a scenic vista? Less than Significant Impact The Project site is in an urbanized area zoned for medium -density residential and general commercial uses on a relatively level street that does not offer scenic vistas. One- and two-story medium -density residences align H Street in the middle of the Project area. The residences generally include front yardage with lawns and vegetation, low fences, driveways, and ornamental trees that range from 4 to 40 feet in height, creating a residential setting. H Street includes an apartment complex on the east side of the street north of the German Auto Haus business. Trevor's Rustic Inn is located across from the auto store on the west side of the street. Both businesses are located in one-story buildings with asphalt parking lots. The northern extent of H Street includes a large undeveloped lot on the west side of the street and 40th Auto Care and Smog, a small one- story building with enclosed surface parking lot, to the east. Shandin Hills, a small hilly portion of the City approximately 1,148 feet south of H Street and Kendall Drive, rises to an elevation of approximately 1,694 feet amsl. The hills offer views onto and from the Project site located at approximately 1,341 feet amsl. While the developed hillside community offers views of the Project site and the San Bernardino Mountains to the north, the Project would not interfere with views from or onto Shandin Hills or the San Bernardino Mountains. The Project would have a less than significant impact on scenic vistas. 13 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2oi8 b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? No Impact The California Scenic Highways and Historic Parkways Program of 1963 was established "to preserve and protect highway corridors located in areas of outstanding natural beauty" from alteration that would diminish the aesthetics value of the adjacent lands.l The proposed Project is not located within an officially designated state scenic highway of the California Scenic Highway Mapping System. Scenic highways are primarily in portions of San Bernardino County that have large swaths of open space, such as the highways in or near the San Bernardino National Forest, Joshua Tree National Park, and East Mojave National Park. Therefore, the Project would result in no impact on scenic resources within a state scenic highway. C) Substantially degrade the e3dsting visual character or quality of the site and its surroundings? Less than Significant Impact Construction of the Project would result in short-term impacts to H Street for site preparation, grading and budding activity. However, visual impacts associated with construction would be those anticipated with an urban environment experiencing maintenance. In its built condition, the Project would be developed with an architectural character demonstrative of an urban street with two traffic lanes in each direction, parking, curb and gutter, sidewalks, and street lights on both sides. The Project site would look improved. The character of the Project would give a sense of cohesive street design that enhances the surrounding environment. The Project would be required to comply with the City's Municipal Code (CMC), including Title 12 of the CMC specifying development standards that influence and guide development of the City's streets, sidewalks, and public places.z The Project would look improved and would not degrade the existing visual character or quality of the site and its surroundings. Impacts to existing visual character of the site and surroundings would be less than significant. d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? Less than Significant Impact No spotlighting, floodlighting, or glare -producing equipment would be used or installed on the Project area prior to, during, or following construction activities. CMC, Section 19.20, Property Development Standards, guides new or modified uses and development to foster an urban environment of stable, aesthetic character harmonious with existing and future development and consistent with the General Plan? Policy 2.1.5 of the General i California Department of Transportation (2o18). The California Scenic Highway Program Website: http://www.dot ca.gov/design/lap/hvability/scemc highways/inde)Llitml 2 City of San Bernardino (2oi8). City Municipal Code (CMC) Website: https://www.ci.san-bcmardino.ca.us/civicax/filebanWblob&oad.aspx?blobid=19233 14 Initial Study/Mitigated Negative Declaration Widening of H Street between KendaU Drive and 4ou Street 4.0 — Environmental Impact Analysis November 5, 2oi8 Plan directs compliance with city maintenance and development standards through the rigorous enforcement of Code and Safety Standards.3 Section 19.20.030 of the CMC prohibits glare incidental to any use visible beyond the boundary line of the parcel. Section 19.20.030 prohibits exterior lighting for energy- efficient and shielded or recessed lighting so that direct glare and reflections are contained within the boundaries of the parcel, directed downward, and away from adjoining properties and public rights of way. Lighting fixtures shall be appropriate in scale, intensity, and height to associated use. No lighting shall blintz, flash, or be of unusually high intensity or brightness. Security lighting is required at all entrances/exits. A less than significant impact involving light or glare is anticipated to occur as a result of the Project. 3 City of San Bernardino (2oo5, November 1). General Plan, Chapter 2 Land Use. Page 2-34 15 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2o18 4.2 sues Agriculture and Forestry Resources Potentially Significant Impact Less Than Significant ImpactWith (Mitigation Incorporated Less Than Significant Impact No Impact AGRICULTURAL RESOURCES: Would the project: a) Convert Prime Farmland, Unique Farmland, or Farmland ❑ ❑ 1:1 10 d Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the Califomia Resources Agency, to non-agricultural use? b) Conflict with existing zoning for agricultural use, or a 1:1 ❑ ED Williamson Act contract? c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526, or timberland zoned Timberland Protection (as defined by Government Code section 51104(g))? d) Result in the loss of forest land or conversion of forest land to non -forest use? e) Involve other changes in the existing environment which, ❑ 1:1 ED due to their location or nature, could result in conversion of farmland to non-agricultural use or conversion of forest land to non forest use? 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 No Prime of Unique Farmland or lands under the Williamson Act exist on the Project site or within the City.4 Further, no agriculture or farm activities exist in the vicinity of the site, which is surrounded by residential and commercial uses. The Project would not convert existing farmland uses to non -farmland uses and no impact would result. b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact The Project site is street right of way adjacent to residential and commercial uses. No impact to existing zoning for agricultural use or Williamson Act contract would occur as a result of the Project. 4 City of San Bernardino (2oo4, November 29). General Plan Update, Initial Study for General Plan Update Environmental Impact Report 16 Initial study/mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section i222o(g)), timberland (as defined by Public Resources Code section 4526, or timberland zoned Timberland protection (as defined by Government Code section 51104(g))? No Impact The Project site is street right of way adjacent to residential and commercial uses in an urban context. The nearest forest lands are associated with San Bernardino National Forest approximately 1.7 miles north of the Project site.5 No forest land or timberland occurs on or in the vicinity of the Project site. As a result, the Project would result in no impact to such uses. d) Result in the loss of forest land or conversion of forest land to non forest use? No Impact The Project is located in an urban infill environment and would not impact forest lands. As a result, the Project would result in no impact to such uses. e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of farmland to non-agricultural use or conversion of forest land to non forest use? No Impact The nearest forest is approximately 1.7 miles north of the Project site. Farming was an important economy in the City in the early 19oos but waned with urbanization and a booming economy after World War II.6 Today, farmland is virtually absent in the City, and certainly any farmland, such as citrus groves, that exist are not near the Project site. No impact involving conversion of farmland to non-agricultural use or conversion of forest land to non -forest use would occur as a result of the Project. 5 Google Earth Pro application 6 City of San Bernardino (2oo5, November 1). General Plan, Chapter 3 Housing. Page 3-18 17 Initial Study/Mitigated Negative Declaration Wideni0g of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5,2o18 4.3 Air Quality Less Than Significant Potentially Impact With Less Than Issues Significant Mitigation Significant Impact Incorporated Impact No Impact AIR QUALITY: Would the project: a) Conflict with or obstruct implementation of the applicable ❑ ❑ ® ❑ air quality plan? b) Violate any air quality standard or contribute El E] ® ❑ substantially to an existing or projected air quality violation? 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 emissions which exceed quantitative thresholds for ozone precursors)? d) E)Wse sensitive receptors to substantial pollutant ❑ ❑ ® ❑ concentrations? e) Create objectionable odors affecting a substantial ❑ ❑ ® ❑ number of people? a) Conflict with or obst met implementation of the applicable air quality plan? Less than Significant Impact The basis for Project air quality review in California is evaluating consistency with the South Coast Air Quality Management District (SCAQMD) regulations, which are designed to bring the South Coast Air Basin (SCAB), including the City of San Bernardino, into attainment for all National Ambient Air Quality Standards (NAAQS) and California Ambient Air Quality Standards (CAAQS). An ambient air quality standard (AAQS) defines the maximum amount of a pollutant that can be present in outdoor air without harm to the public's health. Ambient air quality standards for ozone (03), carbon monoxide (CO), nitrogen dioxide (NO2), sulfur dioxide (SO2), particulate matter (PMI, and PM2.5), and lead (Pb) have been set by both the State of California and the federal government. The state has also set standards for sulfates (SO4(2-)) and visibility. AAQSs are set to regulate air emissions from stationary and mobile sources to achieve clean air and to protect even the most sensitive individuals in our communities. The SCAQMD in conjunction with the California Air Resources Board (CARB), the Southern California Association of Governments (SCAG), and USEPA prepares and regularly updates an Air Quality Management Plan (AQMP 2oi6) to set forth an 18 Initial Stndy/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40'h Street 4.0 — Environmental Impact Analysis November 5, 2018 integrated program to achieve compliance with air quality standards in the Basin.? Currently, the City of San Bernardino is out of compliance with CAAQS PM2.5 PM. and ozone standards and NAAQS for PM2.5 and ozone standards -8 The Project would result in short-term air quality impacts from vehicle/equipment exhaust and fugitive dust from ground -disturbing activities during construction. Operation phase air quality impacts are expected to be limited to existing vehicular traffic. Estimated Project criteria pollutant emissions for construction and operation are summarized below in Table 4.3-1 and Table 4.3-2 (see Appendix A), and Project air emissions compared to Localized Significance Thresholds (LST) are summarized in Table 4.3 -3 - Table 4.3-1 Project Construction Emissions Versus SCAQMD Significance Criteria Source: Athena Envkonmental (2018, June 6). CWEEMod Project Air Emission Calculations Table 4.3-2 Project Operation Emissions Versus SCAQMD Significance Criteria Emissions (pounds per da VOC NOx Sox CO PM10 1 PN6 Lead Pb Project Construction Emissions Regional Thresholds Exceeds Thresholds? 1.74 75 No 19.50 100 No 0.02 150 No 10.60 2.93 3.74 550 150 55 No No No — 3 N/A Source: Athena Envkonmental (2018, June 6). CWEEMod Project Air Emission Calculations Table 4.3-2 Project Operation Emissions Versus SCAQMD Significance Criteria Emissions _ ounds per da VOC NOx SOx CO PM,o PM2s head Pb Project Operation Emissions 0.04 8.000Oe- 0.00 8.8000e- 3.000Oe- 3.000Oe- — 005 003 005 005 Regional Thresholds 55 55 150 550 150 55 3 Exceeds Thresholds? No No No No _ No No No Source: Athena Environmental (2018, June 6). CalEEMod Project Air Edon Calculations 7 Southern Coast Air Quality Management District (2016, March). Air Quality Management Plan 8 California Air Resources Board (2o18). Air Designation Maps —State and National 19 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2oi8 Table 4.3-3 CaW-EMod Results Compared to Localized Significance Thresholds (LSTs) Scarce: SCAOMD Mass Rate Lookup Tables for 1 to 2 awes in Northwest San Bernardino Valley (Air Monitoring Area at 25 meters (82 feet) from Project site (emissions source) As shown in Table 4.3-1 and Table 4.3-2, Project construction and operation emissions are below the applicable SCAQMD regional and localized mass emissions thresholds of significant e.9 In addition, the Project would be required to comply with applicable rules in the SCAQMD Rule Book, Regulation IV - Prohibitions,10 such as Rule 4o3 for fugitive dust suppression. Examples of Rule 403 control measures include, but are not limited to: Maintain stability of soil through pre -watering of site prior to clearing and grubbing, during clearing and grubbing activities, and after clearing and grubbing activities. Pre -water soils prior to cut and fill activities and stabilize soil during and after cut and fill activities. Stabilize material while loading to reduce fugitive dust emissions; maintain at least six inches of freeboard on haul vehicles; stabilize material while transporting to reduce fugitive dust emissions; stabilize material while unloading to reduce fugitive dust emissions; and comply with Vehicle Code §23114. Considering the Project would not result in population growth and mass emissions are below the thresholds of significance, the Project would not conflict with or obstruct implementation of the AQMP, and impacts are considered less than significant. b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation? Less than Significant Impact The Project would result in short-term air quality impacts from vehicle/equipment exhaust and fugitive dust from ground disturbing activities during construction. Operation phase air quality impacts are expected to be limited to lighting and vehicular traffic on the widened street. As shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3 above, the Project's estimated construction and operation mass emissions of criterial pollutants 9 Athena Environmental (2oi8, June 6). CalEEMod Project Air Emissions Calculations io South Coast Air Quality Management District (2oi8). SCAQMD Rule Book. Regulation IV — Prohibitions 20 Emissions (pounds per da NOx co PMio P11125 Construction CaIEEMod Emissions 19.50 10.60 2.93 3.74 Conslrucfion Thresholds 118 863 5 4 Exceed Thresholds? No No No No Operation 8.0000e- 8.8000e- 3.000Oe- 3.000Oe- CalEEMDd Emissions 005 003 005 005 Operation Thresholds 118 863 2 1 Exceed Thresholds? No I No I No No Scarce: SCAOMD Mass Rate Lookup Tables for 1 to 2 awes in Northwest San Bernardino Valley (Air Monitoring Area at 25 meters (82 feet) from Project site (emissions source) As shown in Table 4.3-1 and Table 4.3-2, Project construction and operation emissions are below the applicable SCAQMD regional and localized mass emissions thresholds of significant e.9 In addition, the Project would be required to comply with applicable rules in the SCAQMD Rule Book, Regulation IV - Prohibitions,10 such as Rule 4o3 for fugitive dust suppression. Examples of Rule 403 control measures include, but are not limited to: Maintain stability of soil through pre -watering of site prior to clearing and grubbing, during clearing and grubbing activities, and after clearing and grubbing activities. Pre -water soils prior to cut and fill activities and stabilize soil during and after cut and fill activities. Stabilize material while loading to reduce fugitive dust emissions; maintain at least six inches of freeboard on haul vehicles; stabilize material while transporting to reduce fugitive dust emissions; stabilize material while unloading to reduce fugitive dust emissions; and comply with Vehicle Code §23114. Considering the Project would not result in population growth and mass emissions are below the thresholds of significance, the Project would not conflict with or obstruct implementation of the AQMP, and impacts are considered less than significant. b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation? Less than Significant Impact The Project would result in short-term air quality impacts from vehicle/equipment exhaust and fugitive dust from ground disturbing activities during construction. Operation phase air quality impacts are expected to be limited to lighting and vehicular traffic on the widened street. As shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3 above, the Project's estimated construction and operation mass emissions of criterial pollutants 9 Athena Environmental (2oi8, June 6). CalEEMod Project Air Emissions Calculations io South Coast Air Quality Management District (2oi8). SCAQMD Rule Book. Regulation IV — Prohibitions 20 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 are below the applicable SCAQMD thresholds of significance. Therefore, the Project is not expected to violate any air quality standard or contribute substantially to an existing or projected air quality violation and potential impacts are considered less than significant. 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 emissions which exceed quantitative thresholds for ozone precursors)? Less than Significant Impact The Project would result in emissions of non -attainment criteria air pollutants. However, as shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3 above, the Project's estimated construction and operation mass emissions are below the SCAQMD quantitative thresholds of significance for all pollutants including PMIo, PM2z, CO, NOx, VOC, and SOx. In addition, compliance with applicable SCAQMD rules and regulations, such as Rule 403 (fugitive dust), would further minimize fugitive dust and its contribution to a cumulative impact. This rule prohibits emissions of fugitive dust from any active operation, open storage pile, or disturbed surface area, such that the dust remains visible beyond the emission source property line. The Project plans to water exposed areas approximately two times a day during active earth work. Since the Project's anticipated emissions are under the thresholds of significance and because the Project would be subject to compliance with SCAQMD rules and regulations, the Project is not expected to result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is in non -attainment under an applicable federal or state ambient air quality standard, and potential impacts are considered less than significant. d) Expose sensitive receptors to substantial pollutant concentrations? Less than Significant Impact Sensitive receptors include a class of receivers considered "sensitive" to environmental factors. By definition sensitive receptors include, but are not limited to, residential uses, hospitals, schools, daycare facilities, elderly housing, and convalescent facilities. The Project would be close to residences located along H Street. All off-road construction equipment and some support vehicles are expected to be diesel fueled Diesel exhaust particulate matter qualifies as a Toxic Air Contaminant by the State of California as defined in California Health and Safety Code §39655• Particulate matter from diesel - fueled engines (diesel PM) contributes over 7o% of the known risk from air toxics today. Reducing the public's exposure to diesel PM is one of ARB's highest priorities, with an aggressive plan to require cleaner diesel fuel and cleaner diesel engines and vehicles. As a result, trucks and cars today are 95% cleaner than just 30 years ago.n Construction activity would be short-lived and would be required to comply with applicable SCAQMD rules and regulations to ensure a clean construction site. The Project would increase the capacity of the street segment but would not induce an increase in traffic congestion. Construction and operation of the Project would not exceed any thresholds of significance for criteria pollutants. As shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3, the Project's estimated construction and operation mass emissions are below the applicable SCAQMD 11 California Air Resources Board (2oi8). Reducing Toxic Air Pollutants in California's Communities 21 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.o — Environmental Impact Analysis November 5, 2018 thresholds of significance. Therefore, the Project is not expected to expose sensitive receptors to substantial pollutant concentrations and potential impacts are less than significant. e) Create objectionable odors affecting a substantial number of people? Less than Significant Impact Odors are one of the most obvious forms of air pollution to the general public. Odors can present significant problems for both the source and the surrounding community. Although offensive odors seldom cause physical harm, they can cause agitation, anger, and concern to the general public. Most people determine an odor to be offensive (objectionable) if it is sensed longer than the duration of a human breath; typically, two to five seconds. Potential odors associated with the Project would be diesel exhaust during the construction period. However, construction vehicle emissions at the Project site would be short-term, intermittent, and subject to air dispersion. These odors, if perceptible, are common in the environment, would dissipate rapidly as they mix with the surrounding air, and would be of very limited duration. In addition, the Project would be subject to compliance with SCAQMVs Rule Book Regulation IV — Prohibitions, Rule 402, regarding nuisance. SCAQMD Rule 402 states, "A person shall not discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health or safety of any such persons or the public or which cause, or have a natural tendency to cause, injury or damage to business or property=." The Project contractor would be subject to enforcement with said rules. Therefore, any potential odor impacts would be considered less than significant. 12 City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Page 5.2-22 22 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 - Euvironmental Impact Analysis November 5, 2oi8 4.4 Biological Resources Less Than Significant Potentially Impact with Less Than Significant Mitigation Significant Issues hnpat Incorporated Impact No Impact 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? 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 Department of Fish and Game or U.S. Fish and Wildlife Service? c) Have a substantial adverse effect on federally protected ❑ ❑ ❑ 19 wetlands as defined by Section 404 of the Clean Water Act (inducting, but not limited to, marsh, vernal pool, coastal, etc.) hrough direct 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 native wildlife nursery sites? e) Conflict with any local policies or ordinances protecting ❑ ❑ ® ❑ biological resources, such as a tree preservation policy or ordinance? f) Conflict with the provisions of an adopted Habitat ❑ ❑ ❑ Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? 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 H Street between Kendall Drive and 40th Street is urbanized. While the street is landscaped with ornamental lawn, shrubs, and trees in some sections, the Project is located in an area that does not provide linkage to wildlife corridors and native habitat that would support candidate, sensitive, or special status species in local or regional 23 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2018 plans, policies, or regulations protected by the California Department of Fish and Wildlife or the U.S. Fish and Wildlife Service.IL3 Flora and fauna species that exist in the Project area are considered common, rather than endangered or threatened species. No impact to any state or federal protected species directly or through habitat modification is anticipated. 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 Department of Fish and Game or U.S. Fish and Wildlife Service? No Impact Riparian habitat is associated with areas that become saturated with water from surface or groundwater resources and retain enough water to enable riparian flora and fauna to thrive. Given ongoing development pressures of urbanization, coupled with insensitive development patterns, natural riparian habitat systems are often lacking in urban areas. Such is also true of other sensitive habitats, such as native grasslands, scrub habitat, or forest lands. The Project site is urbanized street right-of-way. No impact to sensitive habitat would result from the Project. 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, or other means? No Impact The City of San Bernardino contains three large watercourses (i.e., Cajon Canyon Wash, Lytle Creek Wash, and the Santa Ana River) that traverse portions of the City as tributaries within the Santa Ana watershed and that are determined to be "waters of the U.S." under Section 404 of the Clean Water Act. Several tributaries, including East Twin Creek, Warm Creek, Lytle Creek, and City Creek traverse the urbanized portions of the City as flood control channels and canals that are tributary to the Santa Ana River. Within the developed area of the northwest portion of the City drainage features have been modified for flood control, including reservoirs, flood control basins, and percolation basins constructed to receive flow from drainages including Devil Canyon, Bailey Canyon, West Twin Creek, and East Twin Creek.14A sandy, rock bottom open flood control channel, referred to as Devil Creek Channel, traverses under H Street near Kendall Drive in the Project area to a flood control basin, referred to as Little Mountain Basin on Google Maps. The approximately 4o -foot -wide flood control channel is dry and devoid of vegetation, and the approximately i,6og-foot-wide flood control basin is dry with a bottom of ruderal grasses. The Project would not result in any direct physical impacts to the flood control channel or the detention basin, and no impact to protected wetlands would result from the Project. 13 City of San Bernardino (2005, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Figure 5.3-1 Potential Habitat for Sensitive Species. Page 5.3-5 14 Ibid., Pages 5.13-18 and 5-13-19 M Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 401h Street 4.0 — Environmental Impact Analysis November 5, 2018 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? Less than Significant Impact with Mitigation Incorporated The Project site does not provide habitat for migratory fish, and the Project is located in an urbanized area that does not provide linkage to wildlife corridors and native habitat. However, while the Project area does not have native habitat due to urbanization, the Project area is lined with ornamental trees near the middle of the street that could provide nesting habitat to birds protected under the Migratory Bird Treaty Act (MBTA) and the California Fish and Game Code §3503, §3503.5, and §3513, such as ducks, geese, songbirds, gulls, shorebirds, wading birds, and/or birds of prey. If Project activities occur during the bird nesting season (typically February 15 through September 1), a nesting bird survey should be performed prior to construction to attenuate the potential for significant impact to migratory birds. The following mitigation measure would reduce potential impacts to migratory birds to less than significant. BIO -i Conduct Nesting Bird Surveys. To the extent feasible, conduct vegetation removal outside of the nesting bird season (generally between February 15 and September 1). If vegetation removal is required during the nesting bird season, conduct take avoidance surveys for nesting birds within loo feet of areas proposed for vegetation removal. Surveys should be conducted by a qualified biologist(s) within 3 days of vegetation removal. If active nests are observed, a qualified biologist will determine appropriate minimum disturbance buffers or other adaptive mitigation techniques (e.g., biological monitoring of active nests during construction -related activities, staggered schedules) to ensure that impacts to nesting birds are avoided until the nest is no longer active. e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Less than Significant Impact If any tree trimming or removal becomes necessary for construction of the Project, adherence with the CMC Chapter 12.40 Street Trees would be required. Section 12.4o.o6o, Authorized removal of tree — criteria, authorizes the Director of Public Services to remove or approve the removal of those trees that which: diseased; constitute a traffic hazard; threaten to damage sidewalks, curbs or gutters; are not in conformity with adopted specifications; interfere with street widening; are located in a business district; obstruct the moving of houses; block proposed driveways or entrances to private property; or interfere with or damage sewers or water lines. With adherence to the City code, impacts would be less than significant. 25 Initial Study/Mitigated Negative Declaration Widening of H Street between Rendall Drive and 4o+h Street 4.0 — Environmental Impact Analysis November 5, 2018 f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact The Project site is not located within an adopted Habitat Conversation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. As a result, the Project would not conflict with any applicable habitat or natural community conservation plans. 26 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 - Environmental Impact Analysis November 5, 2018 4.5 Cultural Resources Issues Potentially Significant Impact Less Than Signficant Impact VWiith Mitigation Incorporated Less Than Significant Impact No Impact CULTURAL AND PALEONTOLOGICAL RESOURCES: Would the project: a) Cause a substantial adverse change in the significance of El 13 a historical resource as defined in §15064.5? b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5? c) Directly or indirectly destroy a unique paleontological E ® 0 resource or site or unique geologic feature? d) Disturb any human remains, including those interred 0 outside of formal cemeteries? a) Cause a substantial adverse change in the significance of a historical resource as defined in §15064.5? No Impact According to §15064.5 of the CEQA Guidelines, generally, a resource is considered "historically significant" by a lead agency if the resource meets the criteria for listing on the California Register of Historical Resources (California Public Resources Code, §5024.1, Title 114 CCR, §4852) including the following: (A) is associated with events that have made a significant contribution to the broad patterns of California's history and cultural heritage; (B) is associated with the lives of persons important in our past; (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. A historical resource could be an object, building, structure, site, area, place, record, or manuscript which a lead agency determines to be historically significant based on the above -stated criteria, provided the lead agency's determination is supported by substantial evidence in light of the whole record. The Project would result in improvements to the existing street right-of-way. A few mailboxes located at the frontage of homes along H Street would need to be relocated for widening of the Project. However, no impairment to existing residents or commercial businesses along H Street would result. As proposed, the Project would not cause a substantial adverse change to the significance of historic resources as defined in CEQA Guidelines §i5o64.5 and no impacts are anticipated. b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15o64.5? Less than Significant Impact with Mitigation Incorporated According to the Figure 5.4-2 Archaeological Sensitivities of the City's General Plan EIR, the Project isn't located in an area with high potential for archeological resources. 27 Initial Study/Mitigated Negative Declaration Widening of H Sheet between Kendall Drive and 4oth Sheet 4.0 — Environmental Impact Analysis November 5,2o18 Improvements to H Street for the Project would result in relatively shallow subsurface impacts and occur primarily within areas of existing engineered fill material resulting from the original development of H Street and its residences and businesses between Kendall Drive and 401h Street. While Project improvements are not anticipated to impact native base rock or native soils that could contain unique archaeological sites deemed significant per §15064.5 of the CEQA Guidelines, Mitigation Measure CULT -1 would reduce the potential for impact to less than significant. CULT -1 Archeological Resources. If unanticipated cultural resources are unearthed during construction excavations, the contractor shall cease all earth -disturbing activities within a ioo-foot radius of the area of discovery until the discovery can be evaluated by a qualified paleontologist to assess the significance of such resources and shall meet with the City Director of Development Services to assess the significance of such resources and shall meet and confer regarding mitigation for such resources in order to comply with California Public Resources Code §21o83.2(b). c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Less than Significant Impact with Mitigation Incorporated Paleontological fossils are typically encountered during grading in geologic formations that contain important non human fossil. The Project would result in shallow subsurface impacts within a developed area that contains engineered fill material within street right of way. While Project improvements are not anticipated to impact native base rock or native soils that could contain unique paleontological sites, implementation of Mitigation Measure CULT -2 would reduce the potential for significant impact to paleontological resources to less than significant. CULT -2 Paleontological Resources. If unanticipated paleontological resources are unearthed during construction excavations, the contractor shall cease all earth -disturbing activities within a loo -foot radius of the area of discovery until the discovery can be evaluated by a paleontologist to assess the significance of such resources and shall meet with the City Director of Development Services to confer regarding mitigation for such resources in order to comply with California Public Resources Code §5097.5- 28 Initial Study/Mitigated Negative Dedlamdon Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 d) Disturb any human remains, including those interred outside of formal cemeteries? Less than Significant Impact with Mitigation Incorporated The closest cemetery to the proposed Project alignment is Mountain View Mortuary located approximately 1.27 miles south of H Street and Kendall Drive. Project activity would not impact the cemetery. Though unlikely, Mitigation Measure CULT -3 would reduce impacts to human remains to less than significant. CULT -3 Human Remains. If human remains are encountered, California Health and Safety Code §7050.5 states that no further disturbance shall occur until the San Bernardino County Coroner has made the necessary findings as to origin. Further, pursuant to California Public Resources Code §5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the San Bernardino County Coroner determines the remains to be Native American, the Native American Heritage Commission must be contacted within 24 hours. The Native American Heritage Commission must then immediately identify the "most likely descendants(s)" for purposes of receiving notification of discovery. The most likely descendant(s) shall then make recommendations within 48 hours and engage in consultation concerning the treatment of the remains as provided in Public Resources Code §5097.98- 29 Initial Study/M'iti'gated Negative Declaration Widening of H Street between Kendall Drive and 40,& Street 4.0 — Environmental Impact Analysis November 5, 2oiS 4.6 Geology and Soils 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. Less than Significant Impact The main purpose of the Alquist-Priolo Earthquake Fault Zoning Act is to prevent the construction of buildings used for human occupancy on the surface trace of active faults. It requires any structure for human occupation to be set back atleast 50400t from an active fault. According to the California Geologic Survey (CGS), faults are classified as 30 Less Than Significant Potentially Nnpact With Less Than Issues Significant Mitigation Significant Impact Incorporated k7) act No irripact GEOLOGY AND SOILS: Would the project: a) Expose people or strictures to potential substantial adverse effects, including the risk of loss, injury, or oath involving? 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. ii) Strong seismic ground shaking? ❑ ❑ iii) Seismic -related ground failure, including ❑ ❑ ® ❑ liquefaction. iv) Landslides ❑ ❑ ® ❑ b) Result in substantial sol erasion or the loss of topsail? ❑ ❑ ® ❑ c) Be located on a geologic unit or sol that is unstable, ❑ ❑ ® ❑ or that would become unstable as a result of the prof d, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction of collapse? d) Be located on expansive sail, as defined in Table 18- ❑ ❑ ® ❑ 1-13 of the Uniform Building code (1997), creating substantial risks to life or property? e) Have soils incapable of adequately supporting the use ❑ ❑ ❑ of septic tanks or alternative wastewater disposal systems where sewers are not avalable for the disposal of wastewater? 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. Less than Significant Impact The main purpose of the Alquist-Priolo Earthquake Fault Zoning Act is to prevent the construction of buildings used for human occupancy on the surface trace of active faults. It requires any structure for human occupation to be set back atleast 50400t from an active fault. According to the California Geologic Survey (CGS), faults are classified as 30 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40'& Street 4.0 — Environmental Impact Analysis November 5, 2o18 active, potentially active, or inactive. Under Alquist-Priolo Earthquake Fault Zoning Map Act, the State of California defines active faults as faults that have historically produced earthquakes or shown evidence of movement within the past 11,000 years (during the Holocene Epoch) 15 The Project site is located in the seismically active Southern California region characterized by major faults and fault zones. The principal source of seismic activity in the City of San Bernardino is the San Andreas, San Jacinto, Glen Helen, and Loma Linda fault zones.ib San Andreas Fault System is nearest to the Project site and located approximately 1.4 miles to the north. Policy io.7.3 enforces the requirements of the California Seismic Hazards Mapping and Aiquist-Priolo Earthquake Fault Zoning Acts when siting, evaluating, and constructing new projects within the City. Based on the General Plan Alquist-Priolo Study Zones, the Project site is not located within a currently designated Alquist-Priolo (AP) Earthquake Fault Zone17 and impacts to people or structures, including risk of loss, injury, or death, would be less than significant. ii) Strong seismic ground shaldng? Less than Significant Impact The subject site, like the rest of Southern California, is located within a seismically active region as a result of being located near the active margin between the North American and Pacific tectonic plates. Because of the potential for geologic and seismic hazards in the City, the City adopted policies for the protection of the community against geologic and seismic hazards pursuant to California Government Code §65302. Policy 10.7.2 Require geologic and geotechnical investigations for new development in areas adjacent to known fault locations and approximate fault locations as part of the environmental and/or development review process and enforce structural setbacks from faults identified through those investigations. The Project involves improvements to the existing right of way for safety and utility on H Street and does not involve new development. Therefore, impacts to people or structures, including risk of loss, injury, or death, associated with seismic ground -shaking would be less than significant as a result of the Project. iii) Seismic -related ground failure, including liquefaction? Less than Significant Impact Ground shaking can induce "secondary" seismic hazards such as liquefaction, dynamic densification, and ground rupture, including dynamic settlement (liquefaction and/or dry settlement). Liquefaction is the transformation of a granular material from a solid state into a liquefied state due to increased pore -water pressures. Soils and clastic sediment with particle size in the medium sand to silt range are particularly susceptible to liquefaction when they are saturated with water and shaken by an earthquake. Liquefaction at or near the surface can result in foundation failure and property damage.l$ No groundwater was encountered in any of the four shallow exploratory hand - 15 California Department of Conservation, Division of Mines and Geology. The Alquist-Priolo Earthquake Fault Zoning Act. 16 City of San Bernardino (2oo5, November i). General Plan. Chapter 10 Safety. Page 10-17 17 Ibid., Figure S-3 Alquist-Priolo Fault Zone. Pages io-i8 18 City of San Bernardino (2o18). City Municipal Code 31 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o'h Street 4.o — Environmental Impact Analysis November 5, 2oiS angered borings and indication of a static, near -surface groundwater table were not observed during the exploration for the Project -specific Groundwater Investigation Report prepared by NV5 in April 2oi8. According to the Liquefaction Susceptibility map the of the City's General Plan, the Project is located approximately i mile west of areas of moderate to high liquefaction potential. In addition, the Project would comply with CMC Chapter i5.o8 Liquefaction for development of the Project. The Geotechnical Investigation Report recommends continuous observation by the Geotechnical Engineer during construction for evaluation of the soil conditions as they are encountered, and allows the opportunity to recommend appropriate revisions where necessary. Therefore, potential impacts associated with seismic -related failure, including liquefaction, are considered less than significant. iv) Landslides? Less than Significant Impact The Project site is located in street right of way, developed with asphalt and concrete, and is relatively level. According to the Slope Stability and Major Landslides map in the City's General Plan,19 the Project area is not located immediately in a landslide hazard area. As result, the potential for a landslide would be considered less than significant for the Project area. b) Result in substantial soil erosion or the loss of topsoil? Less than Significant Impact The Geological Investigation Report performed by NV5 and located in Appendix C of this IS/MND observed sand and gravel located beneath the asphalt concrete within the four core/borings investigated for the Project. Construction of the Project could result in soil erosion or loss of topsoil during grubbing and grading activity. In existing areas of pavement that exhibit minor cracking and with no extreme distress or deterioration, the report recommends pavement overlays. Where viable, pavement overlays require a minimum of one -inch pavement grinding prior to the overlay of fresh pavement surface. In areas that would require topsoil exposure for construction of new pavement, exposed soils would be compacted and paved over quickly. As a result, soil erosion or loss of topsoil would be less than significant as a result of the Project. 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 of collapse? Less than Significant Impact The Project would comply with all geotechnical earthwork and grading specifications outlined in Project -specific Geotechnical Investigation Report signed by the Project geotechnical engineer and located in Appendix B of this IS/MND. The report provides recommendations for pavement preparation based on existing subgrade soil, compaction requirements, slope stability, drainage, soil corrosivity and other pertinent geotechnical ig City of San Bernardino (2oo5, November i). General Plan, Chapter io Safety. Figure S-7 Slope Stability and Major Landslides. Page 10-33 32 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4otb Street 4.0 — Environmental Impact Analysis November 5, 2oi8 items. The project site is not located in an area susceptible to landslide as the site and the surrounding area is flat. Compliance with the Project -specific pavement investigation and report, City municipal code (e.g., CMC Title 12, Streets, Sidewalks, and Public Places and Title 15, Building and Construction) and General Plan safety goals and policies would render impacts resulting from geologic stability to less than significant. d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building code (1997), creating substantial risks to life or properly' Less than Significant Impact Expansive soils shrink when dry and swell when wet as a result of a high percentage of clay. Expansion can exert enough pressure to crack sidewalks, driveways, basement floors, pipelines, and even foundations. Subgrade soils on the Project site are composed of sand and gravel2O. Existing fill should be considered suitable for re -use as compacted fills provided recommendations of the Project -specific Geotechnical Investigation Report is adhered to during construction of the Project. Compliance with the geotechnical investigation report and applicable City building and construction codes would lessen impacts associated with any potential for expansive soils to less than significant. e) Have sods incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? No Impact The Project does not involve the use of septic tanks or alternative waste disposal systems. Therefore, no impact related to incapability of soil to support the use of septic tanks or alternative wastewater disposal systems would occur. 20 NV5 (2o18, April 2). Environmental and Civil Engineering Services for the Widening of H Street San Bernardino, California. Pages 2-3 33 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2oiS 4.7 Greenhouse Gases Less Than Significant Potentially Impact With Less Than hmues Significant Mitigation Significant impact Incorporated Impact No Impact GREENHOUSE GASES: Would the project: a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Less than Significant Impact Greenhouse gas (GHG), as codified in CEQA Guidelines §15364.5, includes but is not limited to, carbon dioxide, methane, nitrous oxide, hydrofluorocarbons, perfluoro- carbons, and sulfur hexafluoride. Greenhouse gases are gases that cause and contribute to climate change, commonly referred to as global warming. They vary in potency and are usually measured in tons or million metric tons of carbon dioxide equivalents. Transportation followed by electricity generation and natural gas used in buildings are the largest sources of California's GHG emissions? As legislation like Assembly Bill 32 (California Global Warming Solution Act of 20o6), California Senate Bill 97 and Executive Order S-3-05 have brought the requirement for GHG reductions to the forefront of Californian conscientious, GHG reductions have become important through increased vehicle fuel efficiency, building energy efficiency, and increased reliance on renewable energy sources. Project construction would occur with minimal equipment over an 8o-worlang period and is not anticipated to create any substantial long-term GHGs for the Project area. Operation GHG emissions are expected to be limited to existing street lighting and existing vehicular traffic. Project construction and operation GHG emissions have been estimated using the CaMEMod 2016.3.1. Estimated total Project construction and annual operation GHG emissions are presented below in Table 4.7-1. Refer to Appendix A of this IS/MND for a review of the CalEEMod Project air emissions calculations. 21 Institute of Local Government (2ovL, September). Evaluating Greenhouse Gas Emissions as Part of California's Environmental Review Process: A Local Official's Guide 34 Initial Stndy/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 Table 4.7-1 Estimated Project GHG Emissions COW Emissions Metric Tons wYear Construction Total 60.40 Operation total (per year) 2.2600e- 003 Source: Athena Br ironmental (2018. June 6) CWEEMod Project Air Ems Calculabons. r) = Carbon dioxide equivalent The CARB GHG threshold for industrial facilities is io,000 MT per year CO eq.= However, to date, neither CARB, SCAQMD, nor the City of San Bernardino have adopted significance thresholds for GHG emissions for street maintenance under CEQA. Considering the short-term nature of construction activities as well as the minimal total GHG emissions estimated for Project construction and operation, the Project is not expected to generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment. Therefore, potential impacts associated with GHG emissions from the Project would be less than significant. b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? No Impact The Project envisions improving H Street between Kendall Drive and 40th Street. While the Project would enable increased level of vehicular service on H Street in the Project alignment it would not cause an increase in population or traffic. The Project would improve the street with sidewalks enabling greater pedestrian use, which could contribute to a reduction of car use in the neighborhood and thereby contribute to a small reduction in GHGs. Given that the Project would not induce an increase in population or traffic, it is anticipated that construction of the Project would not generate GHG emissions that would impact the regional GHG attainment goals as identified in Table 4.7-1 above. Therefore, the Project would not impact an applicable plan, policy, or regulation related to GHG emissions. 22 South Coast Air Quality Management District (2o18). Draft Guidance Document — Interim CEQA Greenhouse Gas (GHG) Significance Threshold, October 2oo8 35 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.8 Hazards and Hazardous Materials sues Potentially Significant Impact Less Than Significant hnpact With Mitigation Incorporated Less Than Significant Impact No Impact HAZARDS AND HAZARDOUS MATERIALS: Would the project: a) Create a significant hazard to the public or the El ® 1:1 ❑ environment through the routine transport, use, or disposal of hazardous materials? b) Create a sgnificant hazard to the public or the ❑ ® E] environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? d) Be located on a site which is included on a list of El E] 11 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? e) Impair implementation of or physically interfere with an E] ® 11 adopted emergency response plan or emergency evacuation plan? f) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wiktlands are ahlacent to urbanized areas or where residences are intermixed with wildlands? a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? Less than Significant Impact with Mitigation Incorporated Construction activities associated with the proposed Project would use small quantities of hazardous and flammable substances routinely utilized in the operation of equipment and vehicles, including but not limited to, oil, diesel fuel, and transmission fluid. Transport, use, or disposal of these hazardous substances during construction would occur according to instructions provided by the product manufacturer, including proper methods of storage and disposal. The potential for the release of these materials is considered low and, even if a release were to occur it would not result in a significant hazard to the public, surrounding uses, or the environment due to the small quantities of these materials associated with construction and operation. However, to ensure the Project area is kept clean and free of hazards during construction, the Project would implement Mitigation Measure HA7,-1 described below. Therefore, the 36 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 proposed Project would have a less than significant impact with mitigation incorporated on the public or the environment as a result of the routine transport, use, or disposal of hazardous materials. HAZ-1 Spill Prevention and Clean-up Best Managememmt Practices. To reduce the potential for materials and pollutants associated with construction to be discharged to the environment, the Project Proponent will implement the following: • Containment and cleanup equipment (e.g., absorbent pads, mats, socks, granules, drip pans, shovels, and lined clean drums) will be at the staging areas and construction site for use, as needed. • Staging areas where refueling, storage, and maintenance of equipment occur will not be located within ioo feet of drainages to reduce the potential for contamination by spills. • Construction equipment will be maintained and kept in good operating condition to reduce the likelihood of line breaks or leakage. • No refueling or servicing will be done without absorbent material (e.g. absorbent pads, mats, socks, pillows, and granules) or drip pans underneath to contain spilled material. If these activities result in an accumulation of materials on the soil, the sod will be removed and disposed of properly. • If a spill is detected, construction activity will cease immediately, and the Contractor will immediately react to safely contain and remove spilled materials. • Spill areas will be restored to pre -spill conditions, as practicable. 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 Impact with Mitigation Incorporated The Project would involve the use of asphalt, slurry seal, paint, and solvents during construction. Use and storage of such hazardous materials would be required to comply with product labeling. As discussed above in item 4.8 a), the Project would implement spill prevention and clean-up best management practices identified in Mitigation Measure HA7,i described above to reduce the potential for the release of hazard to the public or the environment through during construction of the Project. As a result, impacts to the public and environment from hazardous materials would be less than significant. 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 with Mitigation Incorporated The Project would involve the use of asphalt, slurry seal, paint, and solvents during construction use and storage of which would be required to comply with product labeling. Newmark Elementary School is the nearest school to the Project site located approximately 2,904 feet to the northwest of the anticipated construction route. The 37 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2018 proposed Project does not involve transporting or emitting acutely hazardous materials that could result in a danger to a nearby school. As described in question 4.8 a) and b) above, to ensure the Project area is kept clean and free of hazards during construction, the Project would implement Mitigation Measure HAZ-i described above. Impacts resulting from emission of acutely hazardous materials would be less than significant impact with mitigation incorporated- d) ncorporated 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? No Impact The proposed Project is not located on a site included on a list of hazardous materials sites compiled pursuant to California Government Code §65962.5. (www.envirostor.dtsc.ca.gov/public/ or http://geotrackerwaterboards.ca.gov accessed on June 4, 2o18). No impact would occur. e) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? Less than Significant Impact The City of San Bernardino Emergency Plan details the functional responsibilities and interactions of the federal, state, and local governmental agencies as well as private organizations in the event of natural and/or human -related disasters. Included within the natural disaster category are earthquakes, geologic hazards, floods, and fires. Potential human -related disasters include hazardous materials incident, nuclear attack, and transportation -related accidents 23 The Project would enable through traffic and access to the residential and commercial uses within the Project alignment during construction and operation. The proposed Project would not conflict with emergency response access or procedures associated with an emergency response plan or evacuation plan. In addition, the Project would comply with fire codes and regulations. Impacts are considered less than significant. f) 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 wMands? Less than Significant Impact The Project site is located in an urbanized part of the City and is not located in or near a wildland arear or a designated high fire hazard zone.24The Project would not expose people or structures to wildland fires and impacts would be less than significant. 23 City of San Bernardino (2oo5, November 1). General Plan, Chapter 10 Safety. Page 10-45 24 fbid., Page 2-43 38 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 4.9 Hydrology and Water Quality Issues Potentially Significant Impact Less Than Significant ImpactWith Mitigation Incorporated Less Than Significant impact No Impact HYDROLOGY AND WATER QUALITY: Would the project: a) Violate any water quality standards or waste discharge ❑ ® ❑ ❑ requirements? b) Substantially deplete groundwater supplies or interfere ❑ ❑ ❑ substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lawring of the local groundwater table level (e.g., 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)? 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? 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? e) Create or contribute runoff water which would exceed the ❑ capacity of existing or planned stomywater drainage systems or provide substantial additional sources of polluted runaV fl Result in an increase in pollutant discharges to receiving ® ❑ ❑ waters? (Consider water quality parameters such as temperature, dissolved oxygen, turbidity and other typical storm water pollutants [e.g., heavy metals, pathogens, petroleum derivatives, synthetic organics, sediment, nutrients, oxygen -demanding substances and trash].) g) Result in significant alteration of receiving water quality ❑ ® ❑ ❑ during or following construction? h) Result in increased impervious surfaces and associated ❑ ❑ increased runoff? i) Create a significant adverse environmental impact to ❑ ❑ ® ❑ drainage patterns due to changes in runoff flow rates or volumes? j) Result in increased erosion downstream? ❑ ® ❑ ❑ k) Result in an increase in any pollutant for which a ❑ ❑ ❑ downstream water body is already impaired, as listed on the Clean Water Ad Section 303(d) fist? 39 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4od, Sheet 4.0 — Environmental Impact Analysis November 5, 2olS Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant Impact No Impact 1) Exacerbate already existing sensitive conditions to ❑ ❑ ❑ ED downstream environmentally sensitive area? m) Have a potentially significant adverse impact on the ❑ ❑ ❑ surface water quality of either marine, fresh or wetland waters? n) Have a potentially significant adverse impact on ground ❑ ❑ ❑ water quality? o) Cause or contribute to an exceedance of applicable ❑ ® ❑ ❑ surface of groundwater receiving water quality objectives, policies or degradation of beneficial uses? p) Impact aquatic, wetland or riparian habitat? ❑ ❑ ❑ q) Otherwise substantially degrade water quality? ❑ ® ❑ ❑ r) Place housing within 100 -year flood hazard area as ❑ mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? s) Place within a 100 -year flood hazard area structures ❑ ❑ ❑ which would impede or redirect flood flows? Q 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? u) Inundation by seiche, tsunami or mudfkhw? ❑ ❑ ❑ a) violate any water quality standards or waste discharge requirements? Less than Significant Impact with Mitigation Incorporated The proposed Project would increase impervious surfaces due to the expansion from one lane to two lanes in either direction of H Street within the Project alignment. However, the existing storm drain system would adequately convey the ioo-year flow rates; adequately treat the onsite flows for water quality purposes; and adequately address hydromodifications and mitigation for increased runoff on the Project site prior to entering the storm drain system in H Street. As a result, the Project would not result in downstream water pollution (e.g., bacterial indicators, metals nutrients pesticides, toxic organic compounds, sediments trash & debris, oil & grease), sedimentation, and/or flooding. Potential short-term surface water quality impacts related to Project construction activities include runoff of loose soils and/or construction wastes and fuels that could potentially percolate into the ground. However, the Project would be required to comply with Section 402 of the Clean Water Act, which requires the preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP) for construction 40 Initial Study/M Mated Negative Declaration Widening of H Street between Kendall Drive and 4o* Street 4.0 — Environmental Impact Analysis November 5, 2018 impacts to 1 acre or more. Therefore, implementation of HYD -1 identified below would reduce impacts to less than significant. Implementation of the preliminary Project WQMP and Mitigation Measure HYD -i would reduce impacts on water quality standards during construction to less than significant. HYD -1 Prepare and Implement Storm Water Pollution Prevention Plan (SWPPP). Prior to issuance of any Grading or Building Permit, and as part of the future development's compliance with the NPDES requirements, a Notice of Intent shall be prepared and submitted to the Santa Ana Regional Water Quality Control Board (RWQCB) providing notification and intent to comply with the State of California General Construction Permit. Also, a SWPPP shall be reviewed and approved by the Director of Public Works and the City Engineer for water quality construction activities on-site. A copy of the SWPPP shall be available and implemented at the construction site at all times. The SWPPP shall outline the source control and/or treatment control BMPs to avoid or mitigate runoff pollutants at the construction site to the maximum extent practicable." All recommendations in the Plan shall be implemented during area demolition/preparation, grading, and construction. The Project shall comply with each of the recommendations detailed in the Plan, and other such measure(s) as the City deems necessary to mitigate potential storm water runoff 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 (e.g., 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)? No Impact According to the Geotechnical Investigation Report prepared by NV5 in April 2018, groundwater was not encountered in the field within any of the four cores/borings explored within H Street from Kendall Drive to 40tb Street. The Project would widen and resurface the existing roadway and would not involve the extraction of groundwater. The Project is not anticipated to alter or deplete groundwater supplies or interfere with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level. No impact to groundwater would occur as a result of the Project. 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 No stream or river exists on the Project site. The existing site drainage involves sheet flow into the City's municipal separate storm sewer system (MS4), commonly referred to as the storm drain system. In its built condition, the proposed Project would slightly 41 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2018 increase impervious surface with the expansion of pavement to accommodate two lanes in either direction. Storm flows would continue to be accommodated by the City's storm drain system and 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 No stream or river exists on the Project site. The existing site drainage involves sheet flow into the City's storm drain system. In its built condition, the proposed Project would slightly increase impervious surface with the expansion of pavement to accommodate two lanes in either direction. Storm flows would continue to be accommodated by the storm drain system and impacts 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 While the Project would result in a slight increase in impervious surface for the widening of the street, the Project would not increase impervious surfaces and/or nuisance and storm flows such that flows could not be accommodated by the existing storm drain system. Therefore, the Project would not result in runoff that would exceed the capacity of existing or planned storm water drainage systems or result in downstream water pollution (e.g., pathogens, sedimentation, metals, hydrocarbons, nitrates). Impacts from Project runoff water to the storm drain system or water quality would be less than significant. f) Result in an increase in pollutant discharges to receiving waters? (Consider water quality parameters such as temperature, dissolved oxygen, turbidity and other typical storm water pollutants [e.g., heavy metals, pathogens, petroleum derivatives, synthetic organics, sediment, nutrients, oxygen -demanding substances and trash].) Less than Significant Impact with Miitigation Incorporated For construction water quality, the Project would be required to comply with Section 402 of the Clean Water Act, which requires the preparation and implementation of a SWPPP for impacts to i acre or more to ensure that pollutants are not discharged offsite and into the storm drain system during construction of the Project. While nuisance and storm flows would slightly increase in the Project's built condition as a result of the addition of impervious surface (i.e., pavement), any pollutants in nuisance or stormflows would reflect that on the existing street segment of H Street (e.g., vehicular gas, oil, and transmission fluid or fertilizer and pesticides from residential gardens). The Project would not result in a significant impact to water quality of receiving waters during Project operation and implementation of Mitigation !Measures HYD -i would ensure that adverse impacts to water quality (i.e., pollutant discharge) are less than significant during construction. 42 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 - Environmental Impact Analysis November 5, 2018 g) Result in significant alteration of receiving water quality during or following construction? Less than Significant Impact with Mitigation Incorporated The Project would not result in a significant alteration of receiving water quality as discussed above. In addition, the Project would implement BMPs associated with Mitigation Measure HYD -i, described in item a) above, during construction activities to minimize the potential of alteration, upset or depletion of hydrologic features. Impacts are anticipated to be less than significant with mitigation incorporated. h) Result m increased impervious surfaces and associated increased runoff? Less than Significant Impact The Project would increase impervious surfaces for development of an additional travel lane in either direction, curb and gutter, and 6 -foot sidewalks in either direction. Roadway runoff would be conveyed into the existing storm drain system that has the capacity to handle the flows generated by the proposed Project at completion. The MS4 would alleviate any potential for substantial increase in associated runoff. Impacts would be less than significant. i) Create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes? Less than Significant Impact The Project would only slightly increase impervious surface impacting percolation of nuisance and stormflows. Any runoff from H Street after improvements would not result in impact to drainage patterns, which would continue to flow into the MS4 and ultimately through the storm drain system east to the existing detention basin. As a result, impacts would be less than significant. j) Result in increased erosion downstream? Less than Significant Impact with Mitigation Incorporated The potential for downstream sedimentation during construction of the Project is possible given exposure of dirt during construction and the proximity of storm drain inlets along H Street. However, the Project would implement Mitigation Measure HYD -1 during construction activity and thereby reduce the potential for increased erosion downstream to less than significant with mitigation incorporated. k) Result in an increase in any pollutant for which a downstream water body is already impaired, as listed on the Clean Water Act Section 303(d) list? No Impact The Project site would not contribute storm drain flows to any natural stream or river. Any nuisance or stormflows would enter the storm drain system and flow into an approximately 26 -acre detention basin approximately 36o -feet east of the Project site. The storm drain system isn't listed on the Santa Ana RWQCB's 303(d) listed water bodies. No impact to an existing 303(d) listed water body is anticipated as a result of the Project. 43 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 1) Exacerbate already existing sensitive conditions to downstream environmentally sensitive area? No Impact The Project would not adversely impact sensitive conditions downstream. As discussed above, nuisance and storm flows would enter the storm drain system in H Street and flow into a large detention basin east of the Project site. No impact to a downstream environmentally sensitive area would result from the proposed Project. m) Have a potentially significant adverse impact on the surface water quality of either marine, fresh or wetland waters? No Impact The Project would not adversely impact sensitive conditions downstream, including to a marine, freshwater, or wetland area. As discussed above, nuisance and storm flows would enter the storm drain system in H Street and flow into a large detention basin east of the Project site. No impact to marine, freshwater, or wetland waters would result from the proposed Project. n) Have a potentially significant adverse impact on ground water quality? No Impact The Project would involve surface improvements to the street in the Project alignment. According to the Geotechnical Investigation Report prepared by NV5 in April 2oi8 and located in Appendix B of this IS/MND, no groundwater was encountered during the field testing. Additionally, as identified in question a) above, the Project would implement Mitigation Measures HYD -i requiring preparation of a SWPPP. The SWPPP shall outline the source control and/or treatment control BMPs to avoid or mitigate runoff pollutants at the construction site to the "maximum extent practicable." All recommendations in the SWPPP shall be implemented during area demolition/preparation, grading, and construction. No impact to ground water quality would occur as a result of the Project. o) Cause or contribute to an exceedance of applicable surface or groundwater receiving water quality objectives, policies or degradation of beneficial uses? Less than Significant Impact with Mitigation Incorporated For construction water quality, the Project would be required to comply with Section 402 of the Clean Water Act, which requires the preparation and implementation of a SWPPP for impacts to 1 acre or more to ensure that pollutants are not discharged offsite and into the storm drain system during construction of the Project. While nuisance and storm flows would slightly increase in the Project's built condition as a result of the addition of impervious surface (i.e. pavement), any pollutants in nuisance or stormflows would reflect that on the existing street segment of H Street (e.g., vehicular gas, oil, and transmission fluid or fertilizer and pesticides from residential gardens). The Project would not result in a significant impact to water quality of receiving waters during Project operation and implementation of Mitigation Measures HYD -i would ensure that adverse impacts to water quality (i.e. pollutant discharge) are less than significant during construction. Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40'h Street 4.0 — Environmental Impact Analysis November 5,2o18 In addition, implementation of Mitigation Measure HYD -1 would ensure that adverse impacts to water quality (i.e., pollutant discharge) are less than significant with mitigation incorporated. p) Impact aquatic, wetland or riparian habitat? No Impact No aquatic, wetland, or riparian habitat exists on the Project site or immediately downstream. The Project would not adversely impact riparian areas downstream. As discussed above, nuisance and storm flows would enter the storm drain system in H Street and flow into a large detention basin east of the Project site. No impact to riparian areas would result from the proposed Project. q) Otherwise substantially degrade water quality? Less than Significant Impact with Mitigation Incorporated Potential short-term surface water quality impacts related to Project construction activities include runoff of loose soils and/or construction wastes, fluids, or fuels that could potentially percolate into the soil. To attenuate potential impacts associated with surface runoff and water quality standards, the proposed Project would implement Mitigation Measures HYD -i, described in question a) above. As a result, impacts on water quality standards would be less than significant with mitigation incorporated. r) Place housing within ioo-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 Project would widen the existing street and does not involve placement of housing. Tb Project site is not located within a ioo-year flood hazard area. (insert reference). No impact would occur. s) Place within a loo -year flood hazard area structures which would impede or redirect flood flows? No Impact The Project site is not located within a FEMA wo-year flood zone. The open flood control drainage that travels west/east under the southern end of H Street and detention basin to the immediate east are within the ioo-year flood zone. No impact would occur. 25 City of San Bernardino (2005, November 1). General Plan, Chapter 10 Safety. Figure S -i loo Year Flood Plain. Page 10-13 45 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40'& Street 4.0 — Environmental Impact Analysis November 5, 2018 t) 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 would widen and improve an existing road and would not create an increased flood risk to people or structures. The closest dam is the Seven Oaks Dam, located approximately u.96 west of the Project site. The Project isn't located in the Seven Oaks Dam inundation area26. No impact would occur. U) Inundation by seiche, tsunami or mudflow? No Impact The Project is located inland and away from any open water source or flood control dam that could result in a seiche, tsunami, or mudflow No impact would occur. 26 City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Figure 5.7-2 Seven Oaks Dam Inundation. Page 5.7-11 46 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40tb Street 4.0 — Environmental Impact Analysis November 5, 2018 4.10 Land Use and Planning f LAND USE AND PLANNING: Would the project: Less Than Significant Potentially Impact With Less Than Significant Wgatkm Significant Impact Incorporated Impact a) Physically divide an established community? b) Conflict vAth 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? c) Conflict with any applicable habitat conservation plan or natural community conservation plan? a) Physically divide an established community? No Impact No Impact The Project would result in functional improvement to H Street between Kendall Drive and 40th Street both for vehicular and pedestrian use. The Project would not introduce any development that would have the potential to physically divide an established community. The proposed Project would have a less than significant impact on an established community. 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 result in any changes to existing zoning or land use within the Project alignment and would not otherwise conflict with any existing land use plan, policy, or regulation as it relates to development of the Project site. The Project site is located within southeastern portion of the University Strategic Area. One strategy applicable to the Project for the area is neighborhood revitalization to improve the appearance and incorporate the design and landscape guidelines developed for the area, including but not limited to, landscaping, lighting, facade improvements, and safety (e.g., Neighborhood Watch programs)�7 The Project would improve safety on H Street within existing right-of-way to include an additional travel lane, curb and gutter, sidewalks, parking and street lights in either direction. The Project would not be inconsistent with a 27 City of San Bernardino (2005, November 1). General Plan, Chapter 2 Land Use. Page 2-56 47 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2oi8 land use plan, policy, regulation, general plan, specific plan, or zoning ordinance. No impact is anticipated. c) Conflict with any applicable habitat conservation plan or natural community conservation plan? No Impact The Project is not located in a habitat conservation plan area or natural community conservation plan. The Project would not conflict with any applicable habitat or natural community conservation plans and no impacts are anticipated. 48 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.11 Mineral Resources a) Result in the loss of availability of a Down mineral resource that would be of value to the region and the residents of the state? No Impact Several areas within the San Bernardino region have been classified as Mineral Resource Zone 2 (MRZ-2). MRZ-2 are areas where the available geologic information indicates that there are significant mineral deposits or that there is a likelihood of significant mineral deposits.28 However, the Project site is located in an area classified as MRZ-1 where no significant mineral deposits are hely to be present.29 The Project would have no impact on protected mineral resources. 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 Mineral resources have been identified within the City of San Bernardino; however, no mineral resource recovery sites are known to exist in this area. No records of mineral resource recovery at the Project site, according to the City General Plan. No impact to mineral resource recovery would occur as a result of implementing the Project. 28 City of San Bernardino (2005, November 1). General Plan, Chapter 2 Land Use. Pages 2-12 to 2-13 29 City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Figure 5.9-1 49 Less Than Significant potentially Impact With Less Than Significant Mitigation Significant Issues Impact Incorporated Impact No Impact MINERAL RESOURCES: Would the project: a) Result in the loss of availability of a known mineral 0 nmurce that would be of value to the region and the residents of the state? 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? a) Result in the loss of availability of a Down mineral resource that would be of value to the region and the residents of the state? No Impact Several areas within the San Bernardino region have been classified as Mineral Resource Zone 2 (MRZ-2). MRZ-2 are areas where the available geologic information indicates that there are significant mineral deposits or that there is a likelihood of significant mineral deposits.28 However, the Project site is located in an area classified as MRZ-1 where no significant mineral deposits are hely to be present.29 The Project would have no impact on protected mineral resources. 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 Mineral resources have been identified within the City of San Bernardino; however, no mineral resource recovery sites are known to exist in this area. No records of mineral resource recovery at the Project site, according to the City General Plan. No impact to mineral resource recovery would occur as a result of implementing the Project. 28 City of San Bernardino (2005, November 1). General Plan, Chapter 2 Land Use. Pages 2-12 to 2-13 29 City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Figure 5.9-1 49 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5,20-18 4.12 Noise Issues NOISE: Would the project: a) Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordnance, or applicable standards of other agencies? b) Exposure of persons to or generation of excessive ground bome vibration or ground borne noise levels? c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing withart the project? d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the 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 residing or worldng in the project area to excessive noise levels? 0 For a project within the vicinity of a private airstrip, would the project expose people residing or worldng in the project area to excessive noise levels? 11 No Impact ■, ■ FQ, ►1 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 Impact with Mitigation Incorporated The Project would result in short-term construction noise associated with site preparation, grading, and paving of the widened street, curbs, gutters, and sidewalks. Pursuant to Section 8.54.070 of the CMC, construction activities are prohibited between the hours of 8:0o p.m. and 7:0o a.m. Additionally, Section 8.54.020 Prohibited Acts prohibits the operation or use between the hours of io:oo p.m. and 8:0o a.m. of any pile driver, steam shovel, pneumatic hammers, derrick, steam or electric hoist, power driven saw, or any other tool or apparatus, the use of which is attended by loud and excessive noise, except with the approval of the City. Construction noise for the transport of construction workers and equipment along the local access roads and noise generated at the job site during site preparation, grading, and building construction would incrementally increase during construction. The ordinance also mandates that construction activities shall be conducted in a manner that the 50 Less Than Significant Potentially Impact With Less Than Significant Mitigation Significant Impact Incorporated Impact ❑ ® ❑ 11 No Impact ■, ■ FQ, ►1 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 Impact with Mitigation Incorporated The Project would result in short-term construction noise associated with site preparation, grading, and paving of the widened street, curbs, gutters, and sidewalks. Pursuant to Section 8.54.070 of the CMC, construction activities are prohibited between the hours of 8:0o p.m. and 7:0o a.m. Additionally, Section 8.54.020 Prohibited Acts prohibits the operation or use between the hours of io:oo p.m. and 8:0o a.m. of any pile driver, steam shovel, pneumatic hammers, derrick, steam or electric hoist, power driven saw, or any other tool or apparatus, the use of which is attended by loud and excessive noise, except with the approval of the City. Construction noise for the transport of construction workers and equipment along the local access roads and noise generated at the job site during site preparation, grading, and building construction would incrementally increase during construction. The ordinance also mandates that construction activities shall be conducted in a manner that the 50 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 maximum noise levels at the affected structures would not exceed those listed in Table 4.12-1. Table 4.12-1 City of San Bernardino Interior and Exterior Noise Standards The City does not exempt construction activities from compliance with the City's Noise Ordinance. Construction noise is one of the most common mobile noise sources in the City and the use of pile drivers, drills, trucks, pavers, graders, and a variety of other equipment can result in short, sporadic elevated noise levels. Typical operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Construction noise reduction methods should be utilized to the maximum extent feasible near sensitive receptors, such as homes. Operational noise from vehicles and pedestrians utilizing H Street in the Project alignment could result in an incremental increase in noise levels. However, since the Project is not itself growth -inducing, any incremental increase in noise is not anticipated to result in exceedance of noise level standards and therefore would not be readily audible over ambient noise levels at any of the nearby sensitive receptors, namely the homes along H Street. Project operational noise would comply with the goals and policies of the City's General Plan and is not expected to expose sensitive receptors to excessive noise levels. To attenuate any potential nuisance from noise generated during construction of the Project, Mitigation Measures N-1 is proposed to reduce impacts to less than significant. N-1 Implement Best Mainagement Practices for Construction Noise. In addition to adherence with the construction hours of operation and noise standards presented in the CMC Section 18.54.070, the following measures are recommended to reduce construction and operation noise and vibrations emanating from the proposed project to less than significant: 1. During all project site excavation and grading on-site, construction contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturer standards. 2. The contractor shall place all stationary construction equipment so that emitted noise is directed away from the noise sensitive receptors nearest the project site. 51 Residential Medium (RM) Commercial General (CG -1) Interior Daily, except Sundays and holidays, 7:00 a.m. to 8:00 p.m. 45 dBA 55 dBA Exterior Daily, except Sundays and holidays, 7:00 a.m. to 8:00 p.m. 65 dBA — The City does not exempt construction activities from compliance with the City's Noise Ordinance. Construction noise is one of the most common mobile noise sources in the City and the use of pile drivers, drills, trucks, pavers, graders, and a variety of other equipment can result in short, sporadic elevated noise levels. Typical operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Construction noise reduction methods should be utilized to the maximum extent feasible near sensitive receptors, such as homes. Operational noise from vehicles and pedestrians utilizing H Street in the Project alignment could result in an incremental increase in noise levels. However, since the Project is not itself growth -inducing, any incremental increase in noise is not anticipated to result in exceedance of noise level standards and therefore would not be readily audible over ambient noise levels at any of the nearby sensitive receptors, namely the homes along H Street. Project operational noise would comply with the goals and policies of the City's General Plan and is not expected to expose sensitive receptors to excessive noise levels. To attenuate any potential nuisance from noise generated during construction of the Project, Mitigation Measures N-1 is proposed to reduce impacts to less than significant. N-1 Implement Best Mainagement Practices for Construction Noise. In addition to adherence with the construction hours of operation and noise standards presented in the CMC Section 18.54.070, the following measures are recommended to reduce construction and operation noise and vibrations emanating from the proposed project to less than significant: 1. During all project site excavation and grading on-site, construction contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturer standards. 2. The contractor shall place all stationary construction equipment so that emitted noise is directed away from the noise sensitive receptors nearest the project site. 51 Initial Study/Mitigated Negative Ded aration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 3. Equipment shall be shut off and not left to idle when not in use. 4. The contractor shall locate equipment staging in areas that will create the greatest distance between construction -related noise/vibration sources and sensitive receptors nearest the project site during all project construction. 5. The construction contractor shall limit haul truck deliveries to the same hours specified for construction equipment. 6. Limit the use of heavy equipment or vibratory rollers and soil compressors along the project boundaries to the greatest degree possible. It is acknowledged that some soil compression may be necessary along the project boundaries. 7. If used, jackhammers, pneumatic equipment and all other portable stationary noise sources shall be shielded and noise shall be directed away from sensitive receptors. 8. For the duration of construction activities, the construction manager shall serve as the contact person should noise levels become disruptive to local residents. A sign should be posted at the project site with the contact phone number. b) Exposure of persons to or generation of excessive ground borne vibration or ground borne noise levels? Less than Significant Impact Operation of construction equipment causes ground vibrations that spread through the ground and diminish in strength with distance. Buildings respond to these vibrations with varying results ranging from no perceptible effects at the low levels to slight damage at the highest levels. Construction activity can result in varying degrees of ground vibration, depending on the equipment used on the site but is expected to be very short term and would not result in structural damage. No increase in ground borne vibration or noise is anticipated during Project operation. In general, no significant impacts involving vibration or ground borne noise level would result from the Project and impacts would be less than significant. c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant Impact The proposed Project would result in some construction and operational noise as discussed in question a) and b) above. However, no appreciable permanent increase in operational noise is anticipated since the Project is not growth inducing. Therefore, the proposed Project anticipates less than significant impact. d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant Impact with Mitigation Incorporated Neither CEQA nor the City of San Bernardino General Plan Noise Element recognizes an official numerical increase in noise as a "substantial increase." Industry -accepted standards for what is considered to be a "substantial increase" range from 3 decibels (dB) 52 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impaet Analysis November 5, 2018 to 12 dB. A change of 3 dB is considered to be "barely audible" to a trained ear and that a change of 5 dB is considered to be a readily audible change. Noise generated by transportation sources propagates differently than noise generated by point sources. Roadway noise impacts would be considered significant if the Project increases noise levels at a noise sensitive land use by 3 dBA CNEL and if: i) the existing noise levels already exceed the residential land use compatibility standard for "normally acceptable" (65 dBA CNEL), or 2) the project increases noise levels from below the 65 dBA CNEL standard to above 65 dBA CNEL. Caltrans considers a 5 dBA increase to be "readily audible," which seems to correlate most closely to "substantial increase." Project operations, including noise from pedestrians or vehicles, may produce an incremental increase in noise levels which disturbs the peace and quiet of adjacent residential areas or cause discomfort/annoyance to area residents periodically. However, because the Project is not growth inducing operation impacts would be less than significant. To attenuate potential noise impacts associated with Project construction, Mitigation Measure N -i, as discussed in question a) above, would be implemented. As a result, impacts involving a substantial temporary or periodic increase in ambient noise levels in the Project vicinity above levels existing without the project would be less than significant with mitigation incorporated. 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 worldng in the project area to excessive noise levels? No Impact The closest airport is San Bernardino International Airport located approximately 8.5 miles southeast of the Project site. The Project is not located within an airport land use plan or within two miles of a public airport. No impact would occur. f) For a project within the vicinity of a private airstrip, would the project expose people residing or worldng in the project area to excessive noise levels? No Impact The Project is not located within the vicinity of a private airstrip and would result in no impact. 53 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 4.13 Population and Housing Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant Impact No Impact 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 indirectly (for example, through extension of roads or other infrastructure)? b) Displace substantial numbers of existing housing, El necessitating the construction of Refurbishment housing elsewhere? c) Displace substantial numbers of people, necessitating El 1:1 E] ED the construction of Refurbishment housing elsewhere? a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? No Impact The Project involves improvements to H Street to improve service and safety. The Project would not introduce population growth to the area. No impact is anticipated. b) Displace substantial numbers of existing housing, necessitating the construction Of Refurbishment housing elsewhere? No Impact The Project involves improvements to an existing neighborhood street. The Project would not result in displacement of residential land uses; therefore, no impact would occur. c) Displace substantial numbers of people, necessitating the construction of Refurbishment housing elsewhere? No Impact The Project involves improvements to an existing neighborhood street. The Project would not result in displacement of people and no impact would occur. 54 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40" Street 4.0 - Environmental Impact Analysis November 5, 2018 4.14 Public Services Fess Than Significant Potentially Impact With Less Than Significant Mitigation Significant Issues Impact Incorporated Impact No Impact PUBLIC SERVICES: Would the project: a) Result in substantial adverse physical impacts associated with the provision of new or physically altered governmental faalides, need for now or physically altered governmental facilities, the construction of which could cause significant environmental impact, in order to maintain acceptable service ratios for any of the public services: Fre protection? Police protection? Schools? Parks? Other public facilidies? ❑ ❑ ® ❑ ❑ ❑ ® ❑ ❑ ❑ ® ❑ ❑ ❑ ® ❑ ❑ ❑ ® ❑ a) 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 impact, in order to maintain acceptable service ratios for any of the public services: Fire protection? Police protection? Schools? Parks? Other public facilities? Less than Significant Impact The City of San Bernardino has a population of approximately 209, 924 people within approximately 99.6 square miles attended to by a myriad of public services designed to maintain and improve the public welfare. Table 4.14-1 lists public services near the Project site. 55 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4ofik Street 4.o — Environmental Impact Analysis November 5, 2018 Table 4.14-1 Public Services Facilities Public Service Location in San Bernardino Distance from Project Site Fre Station No. 227 282 W. 4(P Street -0.69 miles Police Department 710 N. D Street -3.09 miles Howard M. Rowe Public Library 108 E. Marshall Boulevard -1.50 miles Wildwood Park 536 E. 40m Street -1.70 miles Community Development 201 N. E Street, 31d Floor -4.01 miles Source: City Websbe and Google Earth, 2018 Note:'=appnxdan" The proposed Project would not induce an increase in population or create structures that would result in an increased need for any of the public service facilities listed above, including but not limited to, fire protection, police protection, schools, parks, or other public facilities. The Project would not result in significant threats of deterioration to the existing levels of service at public service facilities nor the need to build additional public service facilities. A less than significant impact to public services would occur as a result of the Project. 56 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.15 Recreation Less Than Significant Potentially Impact With Less Than Issues Significant Mitigation Significant Impact Incorporated Impact RECREATION: Would the project. a) Increase the use of existing neighborhood and regional El parks or other recreational Wiities such that substantial physical deterioration of the facility would ocxur or be accelerated? b) Does the project indude recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? No /1 /1 a) 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? No Impact The project does not involve any elements that would result in an impact to nearby park or recreational facilities. No impacts to park facilities would occur as a result of the Project. 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 Project would not impact recreational facilities or require the construction or expansion of recreational facilities which would otherwise have an adverse physical effect on the environment. No impacts are expected as a result of implementing this Project. 57 Initial Study/M'iti'gated Negative Dedlaration Widening of H Street between Kendall Drive and 40'h Street 4.0 — Environmental Impact Analysis November 5, 2018 4.16 Transportation and Traffic Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant Impact No Impact TRANSPORTATION AND TRAFFIC: Would the project: a) Conflict with an applicable plan, ordinance or policy ❑ ® ❑ ❑ establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non4notorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? b) Conflict with an applicable congestion management ❑ ❑ ® ❑ program, including but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways? c) Substantially increase hazards due to a design feature ❑ ❑ (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? d) Result in inadequate emergency access? ❑ ® ❑ ❑ e) Conflict with adopted policies, plans, or programs ❑ ❑ ❑ regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities? a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taldng into account all modes of transportation including mass transit and non -motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, Highways and freeways, pedestrian and bicycle paths, and mass transit? Less than Significant Impact with Mitigation Incorporated The Project site is accessed by two major regional freeways (I-210 and I-215), a local roadway network, and arterial streets. While not adding additional vehicular traffic to the street system in its built condition, the Project envisions an upgrade in street capacity from collector to secondary arterial with an increase from one lane in either direction to two lanes in each direction. At this time, H Street at Kendall Drive and 40'h Street is already built as a secondary arterial with a right of way width of 88 feet. However, the increase in street capacity from collector to secondary arterial does not appear on the City's 2005 General Plan Circulation Map and the City would need to address the situation per City guidelines. Secondary arterials carry traffic along the perimeters of major developments, provide support to the major arterials, and are also through streets 58 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 enabling traffic to travel uninterrupted for longer distances through the City- Collector roadways are typically two-lane streets that connect the local streets with the secondary arterials allowing local traffic to access the regional transportation facilities.30 The Project would increase the service capacity of H Street in the Project alignment. However, the Project is not growth -inducing. The City would require the Project to comply with CMC Title 12 Street, Sidewalks and Public Places, including but not limited to, compliance with street grades, construction and maintenance of sidewalks, curbs, and driveways. The Project would result in a less than significant impact to the circulation system as long as it complies with City's applicable plans, policies, and ordinance related to the circulation system. The deployment of construction trucks and equipment on H Street, Kendall Drive, and 40th Street would result in a slight increase of vehicular traffic in the vicinity during the 8o -day construction period. However, it would be short-term and minimal in comparison to existing traffic volume. In addition, through traffic in the construction areas would be preserved. At the City's direction, traffic controls would be put in place where deemed necessary, and at least one lane of travel would be open at all times for through traffic. A less than significant impact to traffic circulation during construction is anticipated with incorporation of Mitigation Measure TRAF-1. TRAF-i At the City's direction, traffic controls will be put in place where deemed necessary, and at least one lane of street will be open at all times for through traffic. Traffic controls will maintain safe traffic flow on local streets affected by construction at all times, including through the use of adequate signage, protective devices, or flag persons to ensure that traffic can flow. Construction road segments will remain without any significant roadway hazards remaining at the end of the construction day. b) Conflict with an applicable congestion management program, including but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways? Less than Significant Impact Under California law, every county with an urbanized area of 50,000 or more people must adopt a Congestion Management Program (CMP). The San Bernardino County CMP monitors levels of service and congestion throughout the County along the following major corridors in the Project vicinity: Interstate 210 (I-210) and Interstate 215 (I-215).31 The proposed Project would result in a small crew of construction workers over an approximately 8o -working day construction period. Given few construction workers, the Project's contribution of vehicles to the local CMP -monitored corridors would be minimal and would not result in a significant cumulative contribution to the flow of traffic on any go City of San Bernardino (2oo5, November 1). General Plan, Chapter 6 Circulation. Pages 6-5 31 San Bernardino Associated Government (June 2o16). San Bernardino County Congestion Management Program 59 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.o — Environmental Impact Analysis November 5, 2018 major thoroughfares included in the congestion management program (CMP) system for San Bernardino County. Impacts to level of service and travel demand from construction and operation of the Project would be less than significant. C) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? No Impact The Project design survey and plans include roadway, drainage, sewer, signing and striping, street lighting, and modifications to traffic signals at the Project intersections. The plans will be designed and engineered in compliance with the City of San Bernardino policies, procedures, and standards; Caltrans standards; and the requirements of the California Manual of Uniform Traffic Control Devices (CMUTCD), latest edition. For example, CMC Title 12 Street, Sidewalks and Public Places establishes compliance with street grades, construction and maintenance of sidewalks, curbs, and driveways. As a result, the Project would not increase a hazard due to a design feature or incompatible use, and no impact would result. d) Result in inadequate emergency access? Less than Significant Impact with Mitigation Incorporated The Project design survey and plans include roadway, drainage, sewer, signing and striping, street lighting, and modifications to traffic signals at the Project intersections. The plans will be designed and engineered in compliance with the City of San Bernardino policies, procedures, and standards; Caltrans standards; and the requirements of the California Manual of Uniform Traffic Control Devices (CMUTCD), latest edition. At least one lane would be open at all times for through traffic during construction on H Street as described in Mitigation Measure TRAF-1 in response a) above. The Project would not prevent emergency access along any Project alignment during construction and keeping the City's streets in good repair is good for emergency access in the long-term. A less than significant impact to emergency access is anticipated with implementation of Mitigation Measure TRAF-i, as a result of the Project. e) Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities? No Impact The Project proposes to construct 6 -foot -wide sidewalks on either side of H Street in the Project alignment which would increase walkability in the area. The Project would not conflict with existing applicable plans, policies, or programs for public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities and no impact to such facilities would result from the Project. 6o Initial Study/Mitigated Negative Declaration Widening of H street between Kendall Drive and 401h Street 4.0 — Environmental Impact Analysis November 5, 2018 4.17 Tribal Cultural Resources Potentially Issues Significant Impact TRIBAL CULTURAL RESOURCES: Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape brat is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is: a) Listed or eligible for fisting in the California Register of ❑ Historical Resources, or in a local register of hislorical resources as defined in Public Resources Code section 5020.1(k), or b) A resource determined by the lead agency, in its ❑ discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Pubic Resources Code section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tube. Less Than Significant Impact With Less Than Mitigation Significant Incorporated Impact No Impact ® ❑ ❑ ® ❑ ❑ a) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k) Less than Significant with Nlitaigation Incorporated Assembly Bill (AB) 52 requires Lead Agencies consult with Native American tribes on the Native American Heritage Commission List to determine whether the tribes believe unique archaeological sites might exist on the proposed Project site. Initiation of consultation is required prior to public review of a Project CEQA document. Notification involves a letter with a brief project description, location, lead agency contact information, and statement that the tribe has 3o days to request consultation. The lead agency must begin consultation within 3o days of receipt of tribal request. Public agencies, when feasible, are required to avoid damages to Tubal Cultural Resources (TCR): a site feature, place, cultural landscape, sacred place or object, which is of cultural value to a Tribe; and is either on or eligible for the California Historic Register or a local historic register; or the lead agency, at its discretion, chooses to treat the resource as a TCR (Public Resoui res Code [PRC] 21074 (a)(1)(A)-(B)). 61 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 The City initiated consultation with the Kizh Nation, San Manuel Band of Mission Indians, and Soboba Band of Luiseno Indians regarding the proposed Project during the week of June 18th, 2018. The San Manuel Band of Mission Indians responded to the City's consultation letter indicating the Project is located within Serrano ancestral territory and, therefore, is of interest to the Tnbe. However, due to the nature and location of the proposed Project, the tribe responded that it doesn't have any concerns with the project's implementation, as planned, at this time. It did, however, recommend the three mitigation measures identified below. As a result, with implementation of Mitigation Measures TRIBE - 1 through TRIBF,3 impacts to tribal cultural resources would be less than significant. TRIBE -1 Native American Human Remains. If human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a loo -foot buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5 and that code enforced for the duration of the project. TRIBE -2 Native American Cultural Resources. In the event that Native American cultural resources are discovered during project activities, all work in the immediate vicinity of the find (within a 6o -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San Manuel Band of Mission Indians will be contacted if any such find occurs and be provided information and permitted/invited to perform a site visit when the archaeologist makes his/her assessment, so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. TRIBE -3 Native American Historical Resources. If significant Native American historical resources, as defined by CEQA (as amended, 2015), are discovered and avoidance cannot be ensured, an SOI -qualified archaeologist shall be retained to develop a cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment. a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tubal Participant(s). b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project. 62 Initial Study/Mitigated Negative Dedlaration Widening of H Sheet between Kendall Drive and 40* Street 4.0 — Environmental Impact Analysis November 5, 2018 b) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe. Less than Significant with Mitigation Incorporated As identified in response a) above, the City initiated consultation with the Kizh Nation, San Manuel Band of Mission Indians, and Soboba Band of Luiseno Indians regarding the proposed Project during the week of June 18th, 2018. The San Manuel Band of Mission Indians requested implementation of TRIBE -1 through TRIBE -3 to ensure that tribal resources aren't adversely impacted by the Project. With implementation of Mitigation Measures TRIBE -1 through TRIBE -3 impacts to tribal cultural resources would be less than significant. 63 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 401h Street 4.o — Environmental Impact Analysis November 5, 2oi8 4.18 Utilities and Service Systems 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? c) Require or result in the construction of new storm water ❑ ❑ ® ❑ drainage facilities or expansion of existing facilities, the construction of which could rause significant environmental effects? d) Have sufficient water supplies available to serve the Less Than ❑ ® Significant project from existing entitlements and resources, or are Potentially Impact With Less Than Significant Nfitigation Significant Issues Impact Incorporated impact No Impact UTILITIES AND SERVICE SYSTEMS: Would the project: ❑ ❑ a) Exceed wastewater treatment requirements of the ❑ ❑ ❑ 19 applicable Regional Water Quality Control Board? 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? c) Require or result in the construction of new storm water ❑ ❑ ® ❑ drainage facilities or expansion of existing facilities, the construction of which could rause significant environmental effects? d) Have sufficient water supplies available to serve the ❑ ❑ ® ❑ project from existing entitlements and resources, or are new or expanded entitlements needed? 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 projects projected demand in addition to the provider's existing commitments? f) Be served by a landfill with sufficient permilted capacity ❑ ❑ ® ❑ to accommodate the projects solid waste disposal needs? g) Comply with federal, state, and local statutes and ❑ ❑ ® ❑ regulations related to solid waste? a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? No Impact Under the Porter Cologne Act, the State Water Quality Resources Control Board and associated Regional Water Quality Control Boards are required to programmatically plan, enforce, and monitor the protection of water quality standards and beneficial uses of State waterways. The Colorado River Regional Water Control Board has jurisdiction over water pollutants from non -point (urban runoff) and point sources (wastewater treatment facilities) for a variety of pollutants (e -g-, nitrates, sulfates, metals, pathogens, suspended solids) in the City of San Bernardino. The Project would not result in an increase in wastewater that would be collected (i.e., piped) and treated by the San Bernardino Municipal Water Department. The Project would not generate wastewater and would not affect the treatment capacity at the sewage plant. The Project would not exceed Regional 64 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 - Environmental Impact Analysis November 5, 2oi8 Water Quality Control Board wastewater treatment requirements in the City, and no impact is anticipated. 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 Water supply in San Bernardino comes from local sources of groundwater and surface water, imported water from the Metropolitan Water District's Colorado River Aqueduct and the State Water Project, recycled water reclamation facilities, and water transfers and exchanges. The water suppliers plan to meet increased demand and reduce dependence on imported water in the City. Water and sewer service is provided throughout most of the City by San Bernardino Municipal Water Department. The Project would not involve the extension of water and sewer line to service the Project, and the Project would not require or result in the construction of new, or expansion of existing, water or wastewater treatment facilities. No impact is anticipated. 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? Less than Significant Impact The Project site currently sheet flows into the MS4 that is conveyed to the flood control detention system to the immediate east of H Street. No expansion of the existing City storm drainage facilities (i.e., MS4) would be necessary downstream of the Project to handle nuisance or stormflows associated with the expanded street segment along H Street. Impacts resulting from connection to the existing MS4 would be less than significant as a result of the Project. d) Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? Less than Significant Impact As necessary, the Project would water any exposed dirt during grading and construction of the road improvements. However, use of water during construction would be minimal. The proposed Project would not require new or expanded water entitlements. Impacts would be less than significant. 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 m addition to the provider's existing commitments? No Impact The Project would not result in the expansion or use of existing sewer lines in H Street. As such, the proposed Project would have no impact on the City's wastewater treatment provider. 65 Initial Study/Dted Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 i) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? Less than Significant Impact The County of San Bernardino Department of Public Works Waste Management Division operates the San Timoteo Landfill in the City of Redlands, to the southeast of the City, and the Mid -Valley Sanitary Landfill to the west of the City. The San Timoteo landfill has an estimated capacity of i4,800,000 cubic yards and takes up to 1,000 tons of waste per day. The Mid -Valley Sanitary Landfill is located in the City of Rialto. The Mid -Valley Sanitary Landfill has an estimated capacity of 62,000,000 cubic yards and accepts up to 7,500 tons per day of solid waste.32The Project would generate some amount of construction waste during road improvements. But, construction waste generation would be minimal in comparison to the local landfill's daily capacity. The proposed Project would have a less than significant impact on landfills. g) Comply with federal, state, and local statutes and regulations related to solid waste? Less than Significant Impact State law currently requires that local jurisdictions divert at least 50 percent of their solid waste from landfills through conservation, recycling, and composting. Like all California communities, the City of San Bernardino is required to comply with State regulations 33 In general, the Project would comply with the City Waste Management ordinance (that is, Chapter 8.24 of the CMC). Impacts related to solid waste would be less than significant as a result of the Project 32 City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Page 5.15-16 33 Ibid., Page 5.15-7 Initial study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 401h Street 4.0 — Environmental Impact Analysis November 5, 2018 4.19 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? Less than Significant Impact with Mitigation Incorporated As discussed in Section 4.4, Biological Resources and Section 4.5, Cultural Resources with implementation of Mitigation Measures BIO -1 Conduct Nesting Bird Surveys, CULT -i Archeological Resources, CULT -2 Paleontological Resources, CULT -3 Human Remains, TRIBE -i Native American Human Remains, TRIBE -2 Native American Cultural Resources, and TRIBE -3 Native American Historical Resources impacts from the Project would be reduced to a less than significant level, and as a result, would not result in any significant Project or cumulative environmental impacts to biological or cultural (including tribal) resources. The short- and long-term effects associated with the Project would not be considered cumulatively considerable. 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 As discussed in the preceding responses to Section 4.1 through Section 4.18, this Project would not result in any significant Project or cumulative environmental impacts. The short-term and long-term effects associated with Project would not be considered cumulatively considerable. c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? Less than Significant Impact As discussed in the preceding responses to the entire list of impact questions, this Project would not result in any significant environmental impacts to persons. Sufficient construction control measures have been identified to reduce short-term construction impacts to a level of less than significant. Compliance with the existing federal, state and local regulations, along with standard design criteria, would ensure that the proposed Project does not directly or indirectly cause a substantial adverse effect on human beings. 67 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 5.0 — List of Preparers November 5, 2oi8 5.0 List of Preparers TECHNICAL STUDIES PREPARERS IS/MND, Athena Environmental CaIEEMod Air Emissions Calculations Erinn Johnson ISIMND Geovironmental Consulting GIS A Peer Review Andy Minor Geotechnical Investigation Report W5 Carlos Amante and Sean Roy 68 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 401h Street 6.0 — References November 5, 2018 6.o References Association of Environmental Professionals (2015, January 1). 2015 CEQA Statues and Guidelines. Section 15155 City of County Consultation with Water Agencies. Athena Environmental (2018, June 6). CaIEEMod Project Air Emission Calculations. Bass, R. E, Herson, A. I., & Bogdan, Kenneth M (1999). CEQA Deskbook, Point Arena: Solano Press Books. Bolt, Beranek and Newman (December 31, 1971). Noise from construction equipment and operations, budding equipment, and home appliances. Based on analysis for Domestic Housing. California Air Resources Board. Air Designation Maps — State and National Retrieved from: https://www.arb.cagov/desig/adm/admhtm California Air Resources Board. Reducing Toxic Air Pollutants in California's Communities. Retrieved from: https://www.arb.ca.gov/toidcs/background.hbn California Department of Transportation. The California Scenic Highway Program. Retrieved from: http://www.dotca.gov/dist3/departinents/mtee/scenic.htin California Department of Conservation, Division of Mines and Geology. The Alquist-Priolo Earthquake Fault Zoning Act. Retrieved from: http://www.conservation.ca.gov/cgs/rghm/ap California Environmental Protection Agency Air Resources Board. District Rules. Retrieved from: https://www.arb.ca.gov/drdb/drdb.htm California Natural Resources Agency. CEQA: California environmental quality act. Retrieved from: http://ceres.ca.gov/ceqa/ City of San Bernardino (2004, November 29). General Plan Update, Initial Study for General Plan Update Environmental Impact Report. Retrieved from: http://www.ci.san- bernardino.ca.us/cityhall/community_development/planning/planmng_documents.as City of San Bernardino (2005, November 1). General Plan. Retrieved from: http:// bernardino.ca.us/cityhall/community_development/planning/planning_dI p City of San Bernardino. City Municipal Code. Retrieved from: https://www.ci.san- bernardino.ca.us/civicax/Mebank/blobdload.aspx?blobid=19233 City of San Bernardino (2005, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report. Retrieved from: http://www.ci.san- bernardino.ca.us/cityhall/community_development/planning/planning—documents.as p City of San Bernardino (2018, May 18) Native American AB 52 Consultation Letters Institute of Local Government (2011, September). Evaluating Greenhouse Gas Emissions as Part of California's Environmental Review Process: A Local Official's Guide. Retrieved from: http://www.ca-ilg.org/sites/main/files/file-attachments/resourcesCEQA- GHG Guide 9-19-11_FINAL 1.pdf 69 Initial Study/Mitigated Negative Dedlaration Widening of H Street between KendaH Drive and 4ou Street 6.o — References November 5, 2018 NV5 (2oi8, April 2). Environmental and Civil Engineering Services for the Widening of H Street San Bernardino, California South Coast Air Quality Management District. SCAQMD Rule Book. Regulation IV — Prohbitions. Retrieved from: http://www.agmd.gov/home/regulations/rules/scagmd- rule-book/regulation-ivwebsite South Coast Air Quality Management District. 2oi6 Air Quality Management Plan. Retrieved from: http://www.agmd.gov/home/air-quality/clean-air-plans/air-quality-mgt-plan South Coast Air Quality Management District. Greenhouse Gases (GHG) CEQA Emissions Thresholds. Retrieved from: http://www.agmd.gov/home/rules-compliance/cepa/air- quality-analysis-handbook/ghg-significance-thresholds State Water Resources Control Board (2oi8, June). Geotracker. Retrieved from: http://geotrackerwaterboards.ca.gov/ Weather Currents (20i8, June). Retrieved from: http://weathercurrents.com/ Fz Initial Study/Mitigated Negative Declaration Widening of H Street between KendaH Drive and 401h Street Appendices November 5, 2018 AppendixA: CalEEMod Air Emissions Estimates Appendix A 2 a- 0 (V CD V - Cl N m CD .r � C m � C O 0 0 L O yr U N t C V m m >_ 3 OD C Q -C co O � V Z C � O Y O N �. 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L a 3 C O 2 0 x E E E Z Z Z m Q W E O E E n = O n a � 0 � 0 r r � Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oh Street Appendices November 5, 2oi8 Appendix B: Geotechnical Investigation Report Appendix B NNIS CivilSource, Inc. April 2, 2018 9890 Irvine Center Drive Project No.: 227017-0000843.00 Irvine, California 92618 Attention: Mr. David Niknafs, PE Subject: Geotechnical Investigation Project: Environmental and Civil Engineering Services for the Widening of H Street San Bernardino, California Dear Mr. Niknafs: As requested, NV5 West, Inc. (NV5) is pleased to submit the results of our geotechnical investigation for the subject project. The purpose of this investigation was to evaluate the existing condition of pavement structure on a section H Street between Kendall Drive and 40h Street and provide conclusions and geotechnical engineering recommendations pertinent to the proposed improvements. The results of the geotechnical investigation are presented herewith. Based on the coring, subsequent testing of the pavement layers, and engineering analyses it was concluded that the proposed road improvement project is geotechnically feasible. The geotechnical information presented herein is intended to assist the project design team in their understanding of the geotechnical factors affecting the proposed project, and the preliminary recommendations, should be incorporated into the project design and implemented during construction. It is recommended that the forthcoming project specifications, be reviewed by NV5 for consistency with our report prior to the bid process in order to avoid possible conflicts, misinterpretations, and inadvertent omissions, etc. It should also be noted that the applicability and final evaluation of recommendations presented herein are contingent upon construction phase field monitoring by NV5 in light of the widely acknowledged importance of geotechnical consultant continuity through the various design, planning and construction stages of a project. NV5 appreciates the opportunity to provide this geotechnical engineering service for this project and looks forward to continuing our role as your geotechnical engineering consultant. Respectfully submitted, NV5 West, Inc. 4 V. aSer." a Ploy rA M GE 2724 '� POWU• Carlos Amante, PE, GE 0 tv Senn Roy, N Expires 61302018 IV /► *. "VI of Geotechnical Services �_sv Geologist ?A CA/SR.= Distribution (3) Addressee, (1) via email )F'FICES NATIONWIDE 15092 AVENUE OF SCIENCE, SUITE 200 1 SAN DiEw, CA 02128 WWW.NV5.COM 1 O, 858.385.0500 1 Fc 858,385.0400 �.;. TRUCTION QUALM ASSURAMC( - UR[ - E1601M h MOR&" Maim""CMT - EMrIRomme"Tµ Environmental and Civil Engineering Design Services for the Widening of H Street Project No. 2268174XX0=43.00 San Bernardino, California Geotechnical Investigation Report TABLE OF CONTENTS PM 1.0 INTRODUCTION.............................................................................................................1 2.0 SCOPE OF SERVICES.....................................................................................................1 3.0 SITE AND PROJECT DESCRIPTION...............................................................•.............2 4.0 FIELD EXPLORATION...............................................................................................•...2 5.0 LABORATORY TESTING...............................................................................................2 6.0 SOIL PROFILE AND SUBSURFACE CONDITIONS....................................................2 7.0 GROUNDWATER............................................................................................................3 8.0 CONCLUSIONS................................................................................................................3 9.0 PAVEMENT DESIGN RECOMMENDATIONS............................................................4 9.1 PAVEMENT OVERLAYS................................................................................................A 9.2 NEW PAVEMENT...........................................................................................................5 10.0 CONSTRUCTION OBSERVATION AND TESTING....................................................6 11.0 LIM[ITATIONS..................................................................................................................6 12.0 REFERENCES..................................................................................................................7 Figures FIGURE 1— SrrE LOCATION MAP FIGURE 2 — GEOrmimCAL MAP FIGURE 3 — REGIONAL GEOLOGIC MAP Appendices APPENDIX A — LOGS OF CORES APPENDIX B — LABORATORY TESTING APPENDIX C — PHOTOS APPENDIX D — ASFE INFORMATION ABOUT GEOTECHNICAL REPORT NMS Environmental and Civil Engineering Design Services for the Widening of H Stns Project No. 224817-0000843.00 San Bernardino. California Geotechnical Investigation Report 1.0 INTRODUCTION This report presents the results of NV5's preliminary geotechnical investigation for the proposed widening of H Street in San Bernardino, California. The approximate location of the project area is shown on Figure 1, Site Location Map. The purpose of this investigation was to evaluate the existing condition of pavement structure on the section of H Stmt from Kendall Drive to 401h Street, and to provide conclusions and geotechnical engineering recommendations pertinent to the proposed toad improvements. This report summarizes the data collected and presents our findings, conclusions, and preliminary recommendations. This report has been prepared for the exclusive use of the client and their consultants to describe the geotechnical factors at the project site which should be considered in the design and construction of the proposed project. In particular, it should be noted that this report has not been prepared from the perspective of a construction bid preparation instrument and should be considered by prospective bidders only as a source of general information subject to interpretation and refinement by their own expertise and experience, particularly with regard to construction feasibility. Contract requirements, as set forth by the project plans and specifications, will supersede any general observations and specific recommendations presented in this report. 2.0 SCOPE OF SERVICES The scope of services for this project consisted of the following tasks: s, Review of existing roadway plans. • Review of geotechnical maps and documents pertaining to the existing roadway and vicinity. • Field investigation of the existing pavement and sampling of aggregate base and subgrade material utilizing coring equipment and hand augers with appropriate traffic control during field operations. The investigation consisted of excavating four (4) corexlborings on a section of H Street from Kendall Drive to 40m Street. The samples were transported to NV5's geotechnical laboratory for testing. Subsequent to logging and sampling, the cored locations were backfilled and patched with quick- set uickset cement concrete. • Laboratory testing of selected soil samples to evaluate their pertinent geotechnical engineering properties. • Engineering evaluation of the geotechnical data collected to develop geotechnical recommendations relative to the design and construction of the proposed projea • Preparation of this report, including reference maps and graphics, summarizing the data collected and presenting our findings, conclusions, and geotechnical recommendations for the design and construction of the proposed project. NNIS Environmental and Civil Engineering Design Services for the Widening of H Street Project No. 226817-0000843.00 San Bernardino, California Geotechnical Investigation Report 3.0 SITE AND PROJECT DESCRIPTION The project site is located within the limits of H Street from Kendall Drive to 406- Street, approximately 1,000 linear feet. The project site is a straight, undivided two-lane roadway. The approximate location of the project site are shown in Figure 1, Site Location Map. Based on preliminary project information, it is understood that the planned improvements may include, street widening and resurfacing, new curb, gutter, sidewalks, driveways, pedestrian crossings, guardrails, striping, landscape, and irrigation. 4.0 FIELD EXPLORATION Before starting the field exploration program, NV5 prepared a traffic control plan in accordance with the City Manual for Traffic Control or the WATCH Manual. Traffic control was provided by Roadway Construction Service during the field activities. The field exploration performed by NV5 consisted of sampling the aggregate base and subgrade utilizing coring equipment and hand augers. The approximate locations of the exploratory core&%orings are presented on Figure 2, Geotechnical Map. The core&%orings were logged by a field staff from NV5 and the logs of the cores/borings are presented in Appendix A. Subsequent to logging and sampling, the borings were backfilled and the pavement was patched in accordance with the permit requirements. 5.0 LABORATORY TESTING Laboratory testing was performed on selected representative bulk soil samples obtained from the exploratory boxings to aid in the soil classification and to evaluate the engineering properties of the soil materials encountered. The following tests were performed: • 1n -situ moisture content (ASTM D2216); • Sieve analyses (ASTM D422); • R -value test (ASTM D2844); and • Corrosivity series including sulfate content, chloride content, pH -value, and resistivity (California Test Methods 417, 422, and 532/643). Testing was performed in general accordance with applicable ASTM standards or California Test Methods. The laboratory test results and details of the laboratory testing program are presented in Appendix B. 6.0 SOIL PROFILE AND SUBSURFACE CONDITIONS Measurements of the existing pavement sections were obtained at coring locations. The pavement section encountered at location B2 consisted of asphaltic concrete (AC) pavement overlying aggregate base (AB). The pavement sections encountered at locations B 1, B3, and B4 consisted of only asphaltic concrete (AC) pavement overlying subgrade. As encountered the AC layer ranged in thickness from approximately 1.25 to 4.5 inches. Please note that the pavement section encountered in B4 consisted of two sections of AC which were separated by approximately 1.0 -inch of soil. The AB material NIV15 Environmental and Civil Engineering Design Services for the Widening of H Stred Project No. 2268174)000843.00 San Bernardino. California Geotechnical Investigation Report encountered below the AC in B2 consisted of well -graded sand with gravel. The thickness of the AB was approximately 6 inches. Below aggregate base, the subgrade soil condition consisted primarily of poorly graded sand with minor amounts of gravel. The pavement and soil conditions at each core location are indicated in the log of cores in Appendix A and photographas of the pavement cores are shown in Appendix C. Table 1 presents a summary of the existing pavement sections encountered in our exploration. Table 1- Existing Pavement Sections Core Roadway Section Asphalt Concrete Aggregate Base No. Location (inches) (inches) South end of H Street, 131 southbound lane, near Not encountered Kendall Drive South half of H Street, 132 northbound lane, just north 4.0 6.0 of storm channel 83 North half of H Street, southbound lane 4.0 Not encountered North end of H Street, 4.5 (top layer) 134 northbound lane, near 3.5 (bottom layer) Not encountered 401' Street 7.0 GROUNDWATER Groundwater was not encountered in our shallow exploratory hand-augered borings, and indications of a static, near -surface groundwater table were not observed during our exploration. Therefore, groundwater is not expected to be a constraint to the proposed pavement rehabilitation project. However, experience indicates that near -surface groundwater conditions or localized seepage zones can develop in areas where no such groundwater conditions previously existed, especially in areas where a substantial increase in surface water infiltration results from landscape irrigation, agricultural activity, utility leaks or unusually heavy precipitation. Seasonal variations in the groundwater levels should be anticipated. &0 CONCLUSIONS Based on the data obtained from the subsurface exploration, the associated laboratory test results, engineering analyses, and experience with similar site conditions, it is NV5's opinion that the pavement rehabilitation project and associated improvements are feasible from a geotechnical standpoint, provided the recommendations contained herein are incorporated into the project plans and specifications and implemented during construction. Important information regarding this Report is included in Appendix D. NNIS Environmental and Civil Engineering Design Services for the Widening of H Sheet Project No. 226817-0000843.00 San Bernardino, California Geotechnical Investigation Report 9.0 PAVEMENT DESIGN RECOA04ENDATIONS Pavement design sections depend primarily on the shear strength of the subgrade soil exposed after grading and anticipated traffic over the useful life of the pavement. Structural pavement sections were developed in general accordance with the methodologies outlined in Section 600 of the Caltrans Highway Design Manual (Caltrans, 2016). The sections are based on laboratory R -value tests performed by NV5 on subgrade soils and traffic indices provided by CivilSource, Inc. Laboratory testing resulted in R value of 80 at coring locations B 1 and B4 and an R value of 77 at coring location B2 for the subgrade soils (Appendix B). An R -value of 60 was used to evaluate the pavement sections in accordance with local design practice. Pavement sections were evaluated for Traffic index (TI) values of 7.0 to 9.0 based on information provided by CivilSource, Inc. A design life of 20 years was assumed for the new pavement and 10 years was assumed for pavement overlays. The recommended minimum thickness for new pavement sections and overlays are presented in Table 2. Table 2- Recommended Minimum Pavement Sections Traffic Index (77) New Pavement Section (Design We = 20 years) Overlay (Design We =10 years) HMA / CAB (inches) Full Depth HA IA (inches) H A (inches) RHMA-G (inches) 3.0/4.0 1.5 8.0 4.0/4.0 7.0 3A 2.0 9.0 4.0/6.0 8.0 3.5 2.5 Nows: CAB: Crushed Aggregate Base HMA: Hot Mix Asphalt RHMA-G: Gap Graded Rubberized HMA The recommended pavement thicknesses do not include pavement grinding. To maintain the recommended pavement section, the depth of grinding should be added to the overlay thickness. It should be noted that the overlay design was based on the asphalt thickness in core location B2, which was the thinnest pavement section encountered. The final selection of the rehabilitation strategies depends on variables such as the cost of materials, location, construction restrictions, and existing surface condition. 9.1 Pavement Overlays Pavement overlays are recommended for the areas of pavement which exhibit minor cracking and with no extreme distress or deterioration. The purpose of an asphalt overlay is to improve the performance and lengthen the remaining design life of the existing pavement structural section. A minimum of one- Environmental and Civil Engineering Design Services for the Widening of H Stream Project No. 22681740000843.00 San Bernardino, California Geotechnical Investigation Report inch pavement grinding should be performed prior to placing the overlay to provide a fresh pavement surface. After grinding, visible cracks should be sealed with a crack sealant. In order to maintain Pavement grades along concrete gutters, existing pavements are typically cold -milled along the gutters to allow for the placement of the recommended overlay thickness while maintaining pavement grades at the gutter interface. Reflection cracking is a frequent cause of overlay deterioration. RHMA overlays are less susceptible to reflection cracking than HMA overlays. Patching and crack filling may help delay the occurrence of the reflection cracks. In addition, providing a pavement fabric between the existing pavement and the overlay can significantly reduce reflective cracking and increase the service life of the overlay. A qualified contractor should install the overlay in accordance with the recommendations of the latest edition of Greenbook, Standard Specifications for Public Works, Asphalt Institute, or agency standards. The AC overlay should be compacted to 95% of the unit weight as tested in accordance with the Hveem procedure. The maximum lift thickness should be two (2) inches. The AC material shall conform to Section 203-6 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), also known as the Greenbook. An approved asphalt mix design should be submitted at least 30 days prior to placement. The mix design should include proportions of materials, maximum density, and required lay -down temperature range. Field testing should be used to verify oil content, aggregate gradation, compaction, compacted thickness, and lay -down temperature. 9.2 New Pavement For areas where new pavement will be constructed, it is recommended that R -value testing be performed on representative soil samples of the subgrade after old pavement is removed to check the applicability of the recommended sections. The subgrade soils should be scarified to a minimum depth of 1 foot, moisture conditioned within 2 Percent of optimum moisture content and recompacted to at least 90% of the maximum dry density as determined by the ASTM D1557 test procedure. Before placement of the base, the subgrade should be proof -roller with loaded heavy equipment under the observation of a competent geotechnical personnel. If loose, soft, or pumping areas are observed, additional subgrade treatment shall be performed as recommended by the geotechnical professional. The crushed aggregate base should conform to Section 200-2.2 of the SSPWC (Greenbook, 2015). The existing base material may be used for the new construction after passing the conformance testing by approval of the Geotechnical Engineer. The base course should be compacted to a minimum dry density of 95% of the maximum density as determined by the ASTM D1557 test procedure. Field testing should be conducted to verify compaction, aggregate gradation, and compacted thickness. The AC pavement should be compacted to 950 of the maximum dry unit weight in accordance with the Hveem procedure. The maximum lift thickness should be two inches. The AC material shall conform to Section 203-6 of the SSPWC (Greenbook, 2015). An approved asphalt mix design should be submitted at least 30 days prior to placement. The mix design should include proportions of materials, maximum density, and required lay -down temperature range. Field testing should be used to verify oil content, aggregate gradation, compaction, compacted thickness, and lay -down temperature. NNIS Environmental and Civil Engineering Design Services for the widening of H Street Project No_ 2268174000843.00 San Bernardino, California Geotechnical Investigation Report 10.0 CONSTRUCTION OBSERVATION AND TESTING Observation and testing of the placement and compaction of subgrade, base, and asphalt layer will be important to the performance of the proposed project. Site preparation, removal of unsuitable soils, assessment of imported fill materials, backfill placement, and other earthwork operations should be observed and tested. The substrata exposed during the construction may differ from that encountered in the exploratory borings. Continuous observation by a representative of NV5 during construction allows for evaluation of the soil conditions as they are encountered, and allows the opportunity to recommend appropriate revisions where necessary. 11.0 LIMITATIONS The recommendations and opinions expressed in this report are based on NV5's review of background documents and on information obtained from field explorations. It should be noted that this study did not evaluate the possible presence of hazardous materials on any portion of the site. Due to the limited nature of the field explorations, conditions not observed and described in this report may be present on the site. Uncertainties relative to subsurface conditions can be reduced through additional subsurface exploration. Additional subsurface evaluation and laboratory testing can be performed upon request. It should be understood that conditions different from those anticipated in this report may be encountered during construction, and that additional effort may be required to mitigate them Site conditions, including groundwater elevation, can change with time as a result of natural processes or the activities of man at the subject site or at nearby sites. Changes to the applicable laws, regulations, codes, and standards of practice may occur as a result of government action or the broadening of knowledge. The findings of this report may, therefore, be invalidated over time, in part or in whole, by changes over which NV5 has no control. NV5's recommendations for this site are, to a high degree, dependent upon appropriate quality control of construction operations, placement and compaction of backfill, subgrade preparation, etc. Accordingly, the recommendations are made contingent upon the opportunity for NV5 to observe the earthwork operations for the proposed construction. If parties other than NV5 are engaged to provide such services, such parties must be notified that they will be required to assume complete responsibility as the geotechnical engineer of record for the geotechnical phase of the project by concurring with the recommendations in this report and/or by providing alternative recommendations. This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. NV5 should be contacted if the reader requires additional information or has questions regarding the content, interpretations presented, or completeness of this document. NV5 has endeavored to perform this geotechnical evaluation using the degree of care and skill ordinarily exercised under similar circumstances by reputable geotechnical professionals with experience in this area in similar soil conditions. Environmental and Civil Engineering Design Services for the Widening of H Street Project No. 2MI 7-0000943.00 San Bernardino, California Geotechnical Investigation Report 12.0 REFERENCES ASTM, 2001, Soil and Rock: American Society for Testing and Materials: vol. 4.08 for ASTM test methods D-420 to D-4914; and vol. 4.09 for ASTM test methods D-4943 to highest number. California Department of Transportation (Caltrans), 2016, Highway Design Manual: Fifth Edition, dated December 16, 2016. Dibblee, T.W., and Minch, J.A.: Geologic Map of the San Bernardino North/north %of San Bernardino South quadrangles, San Bernardino and Riverside County, California, Dibble Geological Foundation, Dibblee Foundation Map DF -1 27, 2004 Google Earth, 2016, Website for Aerial Photographs; website: http://maps.google.com/. Greenbook, Standard Specifications for Public Works Construction (SSPWC), 2015 Edition. NNIS Figures Catrkwma s vri Stale yam'` UnrverstlySan Bernardino WILDWOO EI PARI( � N TH PARK 4 w K E N D r: L Cajon High School Q "0 RAW 69 UNIVERSITY CAJON ` IN ARROWHEAD Location F A R r.� S of Project Site HUDSON '� y z W iirnan. k�si = c'eorl, Sr erg le RIQGELINE .� s s D N� ARROWHEAD • z F Arrowhead Country Club .Coy ^} N E %, ri ..-.-. w3w,S% z E 341hst 8151f.Rilrk SHANDIN HILLS z. s r w BLAIR PARK W 3mh se is r,o IL21E s,a E 30th 3, a � m z a x DELMAN W 274h sL sv WILSON HI - 30 E, NSELMOMUSCUPIABE ICARRDWVIEW a 9tol" Ave 210 W I4iyhlaml Ave W l vhlard A-* c H*WW A" - ?he 1 ione Depot F 71q st T Di9nnym st Health - San Hernaid,no Corrlrnvnjly llosprtGo gle High Sr-hDol 9 I Not a Construction Drawing No Scale Reference: Google Maps 2017 i N NV5 muW rw: 227x17-W00W Site Location Map An N" wm, ant. Company -0Am.vaAu - SR H Street Widening San D iego. CA Avenue or science, Suite 200 San Bernardino, California N V 5 San D Tel: (858) 385-0600. Fax (858)385-0400 Dana: March 2018 Figure No.1 4 ) Street : $ d Lac= o=m 361 w CJI 1 i w - w V� N C u w J O fa u o �CL CL a0. � o m Y N fm w .• � d O q ' a N N � N £ Ln X N I CL N '� QO ?r _ Q6 2 go zi �c \ —\ c -4�z k o ! o ! & W a 4 0 c : a . l !r �� '.�Lr (.1040 � ■ c 2 «' g 0 « ; } . - , 9 A �/• _._ !a. - ��. � !! Rail K » _ 11,! a|`! % , - �' ' ; I Appendix A Log of Cores NNIS Lu w O a U. O a O -i 40 2 @ ck _c 1 -ft ID� 3C4 2 � G� xz v v 2n. � @ 2 CO U 2 m� ¢ z k 2 z w w C'j � « J in z � > 8 t 8 � u� z w C - Ci e � - 1 w 22 2 LO � 2 . 2 Im cm = cm « f ■ - B e ` ca § � k ■ k� � ■ f � k�k2 co 0 _ k2 k CL2 2�-r CIM Cc) 2 t z z A c k\$ i U3 U) � &�i q§ /© 0 k k k■ B k k i k _ A E i I i k £ 2 s �2 a a m o£ 2 0£ 3 a o£ a 2 a e U) ^© La q 2 x � U� LU � » a $ & IL aa k k a■ a a� k � a a e ©IDe 2 2 2 . z - k 0 a4m+ eV2 o§ 2m2 c 2 M 222 2-g % Co .A 77C§§ ��§ {kms 2a� 2a� 7k� p s�� ��$ £�� ■&� %7f %ter+7$ Ma r- -9-9 $�3 2-9-9 )R] g 9 m 2 2 m o � � @ 2 CO U 2 m� ¢ z k 2 z w w C'j � « J in z Appendix 6 Laboratory Test Results N v 5 SUMMARY OF LABORATORY TEST RESULTS In-situ Moisture and Density Tests The in-situ moisture contents and dry densities of selected samples obtained from the test borings were evaluated in general accordance with the latest version of D-2216 and D2937 laboratory test methods. The method involves obtaining the moist weight of the sample and then drying the sample to obtain is dry weight. The moisture content is calculated by taking the difference between the wet and dry weights, dividing it by the dry weight of the sample and expressing the result as a percentage. The results of the in-situ moisture content and density tests are presented in the following table. RESULTS OF MOISTURE CONTENT AND DENSITY TESTS (ASTM D2216] Sample Location Moisture Content (percent) Dry Density (pounds per cubic foot) 131 @ 1.25 feet 4.6 132 @ 0.83 foot 8.2 133 @ 0.33 foot 5.1 64 @ 0.75- 3.5 feet 7.3 Classification Soils were visually and texturally classified in accordance with the Unified Soil Classification System. Soil classifications are indicated on the logs of the exploratory borings in Appendix A. Particle -size Distribution Tests An evaluation of the grain -size distribution of selected soil samples was performed in general accordance with the latest version of ASTM D-422 (including —200 wash). These test results were utilized in evaluating the soil classifications in accordance with the Unified Soil Classification System. Particle size distribution test results are presented on the laboratory test sheets attached in this appendix. N V 5 R Value R Value test was performed in accordance with ASTM D2844. This test was useful in evaluating the response of the compacted soil. Test results are attached in this appendix. RESULTS OF R VALUE [ASTM D48441 Sample Location B 1 @ 1.25 feet f 62 @ 0.83 foot 64 @ 0.75 foot R -Value Equilibrium 80 1 77 80 Soil Corrosivity Tests Soluble sulfate, chloride, resistively and pH tests were performed in accordance with California Test Methods 643, 417 and 422 to assess the degree of corrosi,,* of the subgrade soils with regard to concrete and normal grade steel. The results of the test are presented in the following table and attached in this appendix. RESULTS OF CORROSIVITY TESTS (CTM 417, CTM 422) Location{ Resistiv�tY ohm -am Sulfate m Chloride m B3 8.4 10,000 39 11 N V__5 Natural Moisture Report (ASTM D2216) Date: March 19, 2018 Client: City of San Bernardino Address: 300 North "D" Street San Bernardino, CA 92418 Project: San Bemardino-H Stmt Widening Project Add: San Bernardino, CA Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Rcvd: 3/8/2018 Job Number: Report Number: Lab Number: 227017-0000843 Ph. 2 5952 115697-115700 Lab Number 115697 115698 115699 115700 Exploration No. Bl B2 B3 B4 Depth, ft. 1.25 0.83 033 35 Moisture Content, % 4.6 8.2 5.1 7.3 Respectfully Submitted, NV5 West, Inc. Reviewed by: Sammy Daghighi, PE Senior Engineering Manager 15092 Avenue of Science Suite 200 1 San Diego, CA 92128 1 www.NV5.com f Office 858.385.0500 p Fax 858.715.5810 Construction Quality Assurance - Infrastructure • Energy . Program Management - Environmental N -V 5 RESISTANCE "R" VALUE TEST (CTM301 Caltrans / ASTM D2844) Date: 3/19/2018 Client: City of San Bernardino Address: 300 North "D" Street 1m� 11 ISO San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address : San Bernardino, CA Material: Yellowish Brown Silty Gravelly SAND (SM) Material Source: Nature Location: B1 @ 1.25' Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Received: 3/8/2018 mt1®��1111�11111�111�l ®o.: EXPANSION PRESSURE CHART 1.0 0.9 0.7 m � I i i Y 0,5 V E04 -......_. 90.3 - 02 0.1 � 0.0 O N 6% V "f CD A m W O d d d c d -d d d d Cover Thidmess by Expansion Pressure (FQ Job Number: 227017-0000843 Ph 2 Report Number: 5952 Lab Number: 115697 EXUDATION PRESSURE CHART 750 700 850 BOD 550 500 450 400 350 700 250 200 150 100 50 0 Exudation Presure 0517 100 95 90 85 so 75 70 85 80 55 50 45 40 35 30 25 20 15 10 5 n TEST SPECIMEN A B C D ImmLam �If 1m� 11 ISO 350 i�am 1.6 1.6 1.6 MOISTURE @ COMPACTION % �'l1� ll�llll IItIf�Nl 8.8 9.2 DRY DENSITY, pd ® 126.8 125.7 EXUDATION PRESSURE, psi 502 382 mm®��10111�11�lIN111p111I1i111� mt1®��1111�11111�111�l ®o.: 1•ti0�lHE 81 1I�lllllu II111911�0111�I� Illll���r 1•�� umm ". ErI111011oll IN � 750 700 850 BOD 550 500 450 400 350 700 250 200 150 100 50 0 Exudation Presure 0517 100 95 90 85 so 75 70 85 80 55 50 45 40 35 30 25 20 15 10 5 n TEST SPECIMEN A B C D COMP. FOOT PRESSURE, psi 350 350 350 INITIAL MOISTURE % 1.6 1.6 1.6 MOISTURE @ COMPACTION % 8.4 8.8 9.2 DRY DENSITY, pd 127.2 126.8 125.7 EXUDATION PRESSURE, psi 502 382 215 STABILOMETER VALUER' 82 81 80 R -VALUE BY EXUDATION 80 R -VALUE BY EXPANSION 0 R -VALUE AT EQUILIBRIUM 80 Respectfully Submitted, MIS west, Inc Sammy Daghighi,PE Senior Engineering Manager 15092 Avenue of Science Suite 200 1 San Diego, CA 92128 j www.NV5.com I Office 858.385.0500 1 Fax 858.715.5810 Construction Quality Assurance • Infrastructure - Energy Program Management Environmental NNIS RESISTANCE "R" VALUE TEST (CTM301 Caltrans / ASTM D2844) Date: 3/19/2018 Client: City of San Bernardino Address: 300 North "D" Street Sampled By: San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address : San Bernardino, CA Material: Brown Silty Fine SAND (SM) Material Source: Native Location: B2 @ 0.83' Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Received: 3/8/2018 MOISTURE @ COMPACTION % EXPANSION PRESSURE CHART ' 0.9 1 B 1 COMP. FOOT PRESSURE, psi 350 350 350 INITIAL MOISTURE % 4.8 4.8 0.8 MOISTURE @ COMPACTION % 9.3 9.6 10.0 DRY DENSITY, pcf 124.4 123.0 123.1 EXUDATION PRESSURE, psi 780 0.7 0.8 159 STABILOMETER VALUE'R' 80 77 75 0.5 D.4 0.3 D2 'i I { D.1- h I 0A lIl O N /7 In fD P GD O C Cover Thickness by Expansion Pressure (ft) Job Number: 227017-0000843 Ph 2 Report Number: 5952 Lab Number: 115698 EXUDATION PRESSURE CHART 800 750 700 850 000 550 500 450 400 350 380 250 200 150 100 50 Exudation Presure (psi) 100 95 90 85 80 75 70 05 55 50 45 40 35 90 25 20 15 10 5 0 0 TEST SPECIMEN A B C D COMP. FOOT PRESSURE, psi 350 350 350 INITIAL MOISTURE % 4.8 4.8 4.8 MOISTURE @ COMPACTION % 9.3 9.6 10.0 DRY DENSITY, pcf 124.4 123.0 123.1 EXUDATION PRESSURE, psi 780 311 159 STABILOMETER VALUE'R' 80 77 75 R -VALUE BY EXUDATION 77 R VALUE BY EXPANSION 78 R -VALUE AT EQUILIBRIUM 77 Respectfully Submitted, NVB Wel Inc. Sammy Daghighi,PE Senior Engineering Manager 1509, Avenue of Science Suite 200 San Diego, CA 92128 www.NV5.com Office 858.385.0500 Fax 858.715.5810 wrENEL ULUM Quality kzwwea. NNIS RESISTANCE "R" VALUE TEST (CTM301 Caltrans / ASTM D2844) Date: 3/19/2018 Client: City of San Bernardino Address: 300 North "D" Street Sampled By: San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address : San Bernardino, CA Material: Brown Silty SAND (SM) w/Gravel Material Source: Native Location: B4 @ 3.5' Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Received: 3/8/2018 MOISTURE @ COMPACTION % EXPANSION PRESSURE CHART 1.0 0.9 +C 02 0.7 m to 0.6 OS Y V L 0.4 m 90.3 02 0.1 0.0 d Job Number: Report Number. Lab Number: 227017-0000843 Ph 2 5952 115700 EXUDATION PRESSURE CHART M V) v n m P� m O d G G O d O G Cover Thickness by Expansion Pressure (ft) "o o a d r Exudation Presrre (psi) too 95 90 a5 so 75 70 65 80 55 50 45 40 35 30 25 20 15 10 5 0 TEST SPECIMEN A B C D COMP. FOOT PRESSURE, psi 350 350 350 INITIAL MOISTURE % 10.3 10.3 10.3 MOISTURE @ COMPACTION % 17.6 18.2 18.6 DRY DENSITY, pd 119.2 118.6 118.7 EXUDATION PRESSURE, psi 438 239 101 STABILOMETER VALUER' 81 79 76 R VALUE BY EXUDATION 80 R -VALUE BY EXPANSION 0 R -VALUE AT EQUILIBRIUM 80 Respectfully Submitted, NYS West, Inc. Sammy Daghighi,PE Senior Engineering Manager 15092 Avenue of Science Suite 200 1 San Diego, CA 92128 I www.NVS.com I Office 858.385.0500 1 Fax 858.715.5810 Constru .tbr CIL alityAssurance • Infrastructure • Energy Program Management . Environmental NNIS REPORT OF SIEVE ANALYSIS TEST ASTM D422 - Soil Date: March 19, 2018 Client: City of San Bernardino Address: 300 North "D" Street Sample Location San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address: San Bernardino, CA Date Submitted 11rim I 11S7nn Job Number: 227017-0000843 Ph 02 Report Number: 5952 Lab Number: 115698-115700 Material Silty Fine SAND (SM) silty SAND w/Gravel (SM) Color Brown Brown Sample Location B2 @ 083' 84 @ 3.5 Date Sampled 3/7/2018 3/7/2018 Date Submitted 3/8/2018 3/8/2018 Sampled By Bay Cemm Ray Cecena Date Tested 3/9/2018 3/12/2018 Tested By Noah Re lado Noah RU21ado rEE, ■�i��l�rtril���1r1��■■■�iiiii■■■� 1t■■■ 11 ■■■ :!��■� Million ■� in■■ ■ 11N ■■■ 111IRP■ M M11111■■■M MEN] IN �iiii■■�.'�■ii�i�■■� Sample ID: 115698 I M5700 Sieve Size % Passing 63mm 21 Z" 98 SOmm 2" - 98 37Smm (11/2') 9s 25mm Irl 19mm (3 r) 99 91 88 12.Smm 2" 98 8s 9.5mm 3 97 23 4.75mm [941 94 1 77 2mm #30 89 69 85 m #20 4251!M #40 SO 67 56 41 254bm #60 S3 29 150 PM #100 39 21 75 um #200 washy 22 _ 13 fineness Modulus Shape (sand &gravel) Hardness (sand & gavel) Specif-c GraAv 1.4 N.R. N.R. 2.65 2.7 N.R. H&O 2.65 Coef ofCurwture(CJ Coef. of Uniformity (C I 12.6 209.3 42 gA7 %Gravel %Sand72 % Foes! 6 »" 23 64 13.0 USCS aass:l SM I SM 1- - HmdwmHaD=Hard#Dwablt;w6F=W*affned&h**se N.R.:Nat Raaaiddaad; N/ANarAvola8le. RespectfupvSuondteed, NVS Wes% InL Sammy Dagh%K PE Senior Engineering Manager 15092 Avenue of Science Suite 200 - San Diego, CA 92128 - www.NVS.com - Office 858.385.0500 - Fax 858.715.5810 CQA - Infrastructure - Energy - Program Management - Environment LABORATORY REPORT Telephone (619) 425-1993 Fax 425-7917 Established 1928 CLARKSON LABORATORY AND SUPPLY INC. 350 Trousdale Dr. Chula Vista, Ca. 91910 Mww.clarksonlab.com ANALYTICAL AND CONSULTINGCHEMISTS Date: March 16, 2018 Purchase Order Number: 18-0441 Sales Order Number: 39363 Account Number: NVS.SD To: *-------------------------------------------------* NV5 West Inc 15092 Avenue of Science #200 San Diego, CA 92128 Attention: Michelle Albrecht Laboratory Number: SO6797 Customers Phone: 858-715-5800 Fax: 858-715-5810 Sample Designation: *-------------------------------------------------* One soil sample received on 03/13/18 at 9:00am, from San Bernardino ph 2 H Street Widening Project #227017-0000843.00 marked as B3@0-331. Analysis By California Test 643, 1999, Department of Transportation Division of Construction, Method for Estimating the Service Life of Steel Culverts. PH 8.4 Water Added (ml) 10 5 5 5 5 5 5 5 Resistivity (obm-cm) 39000 29000 20000 13000 10000 10000 11000 14000 79 years to perforation for a 16 gauge metal culvert. 102 years to perforation for a 14 gauge metal culvert. 141 years to perforation for a 12 gauge metal culvert. 181 years to perforation for a 10 gauge metal culvert. 220 years to perforation for a 8 gauge metal culvert. Water Soluble Sulfate Calif. Test 417 Water Soluble Chloride Calif. Test 422 4 Ik " % Laura Torres LT/ram 0.004% (39ppm) 0.001% (lippm) Appendix C Photos NNIS H Street Widening Page 1 Project: H Street Widening Project Number. 227027-0000843.00 Techs: Todd Nugent and Ray Cecena Location: Diameter. Thickness Thickness Subgrade: Moisture: of asphalt: of base: B1 6" 1.25" None V2.75" Collected present B2 6- 4" 6" 1'r Collected B3 6" 4' None 3'1 W Collected present B4 6" 4 W and None 2'5" Collected 3 W present Notes: B1 subgrade is soft no base B2 encountered a rock at 2' 5" could not continue downward B3 no aggregate base B4 had 1' of soil between two layers of asphalt no aggregate base. Photos: 131: B2: H Street Widening Page 3 "r.tm i - - lima" + I.. B4: H Street Widening Page 5 I I AIL 14INTV. I. dk Zyir. lk ,m4 Aar_ 41 V IA, : olime, Appendix D ASFE Information about Geotechnical Report NNIS r Geotechnical -Engineering Report —) Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical -engineering study conducted for a civil engineer may not fulfill the needs of a constructor — a construction contractor — or even another civil engineer. Because each geotechnical- engineering study is unique, each geotechnical -engineering report is unique, prepared solely for the client. No one except you should rely on this geotechnical -engineering report without first conferring with the geotechnical engineer who prepared it And no one — not even you — should apply this report for any purpose or project except the one originally contemplated- Read ontemplated Read the Full Report Serious problems have occurred because those relying on a geotechnical -engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. Geotechnical Engineers Base Each Report on a Unique Set of Project -Specific Factors Geotechnical engineers consider many unique, project -specific factors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk -management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical -engineering report that was: • not prepared for you; • not prepared for your project; • not prepared for the specific site explored; or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect • the function of the proposed structure, as when its changed from a parking garage to an office building, or from a light - industrial plant to a refrigerated warehouse; • the elevation, configuration, location, orientation, or weight of the proposed structure; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project changes—even minor ones—and request an assessment of their impact. Geotechrucal engineers cannot accept responsibility or liabilityfor problems that occur because their reports do not consider developments of which they were not informed Subsurface Conditions Can Change A geotechnical -engineering report is based on conditions that existed at the time the geotechnical engineer performed the study. Do not rely on a geotechnical -engineering report whose adequacy may have been affected by. the passage of time; man-made events, such as construction on or adjacent to the site; or natural events, such as floods, droughts, earthquakes, or groundwater fluctuations. Contact the geotechnical engineer before applying this report to determine if it is still reliable A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide geotechnical -construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the confirmation -dependent recommendations included in your report Confirmation - dependent recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability fvr the report's• confumation dependent recommendations if that engineer does not perform the geotechnical -construction observation required to confirm the recommendations' applicability. A Geotechnical -Engineering Report Is Subject to Misinterpretation Other design -team members' misinterpretation of geotechnical -engineering reports has resulted in costly problems Confront that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team's plans and specifications Constructors can also misinterpret a geotechnical -engineering report Confront that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing geotechnical construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical -engineering report should neverbe redrawn for inclusion ui architectural or other design drawings Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make constructors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give constructors the complete geotechnical -engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise constructors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/ or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure constructors have sufficient time to perform additional study. Only then might you be in a position to give constructors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions Read Responsibility Provisions Closely Some clients, design professionals, and constructors fail to recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes Libeled "limitations; many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions Your geotechnical engineer should respond filly and frankly. Environmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical - engineering report does not usually relate any environmental findings, conclusions, or recommendations; a g., about the likelihood of encountering underground storage tanks or regulated contaminants Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own environmental information, ask your geotechnical consultant for risk -management guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold -prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, many mold- prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical- engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of thesffvices performed in connection with the geotechnical engineer's study were designed or conducted far the purpose of mold prevention- Proper implementation of the recommendations conveyed in this report will not of itsey be suff tient to prevent mold from,growing in or on the structure involved Rely, on Your GBC-Member Geotechnical Engineer for Additional Assistance Membership in the Geotechnical Business Council of the Geoprofessional Business Association exposes geotechnical engineers to a wide array of risk -confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you GBC-Member geotechnical engineer for more information GEOTECHNICAL &'54UM r SUSINFSS COUNCIL ajaacee.- 0 -.sisriaraAraraSo. 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 e-mail: info@geoprofessionaLorg wwwgeoprofrmonaLorg Copyright 2015 by Geoprofessioml Business Association (GRA). Doplication, reproduction, or aVy-g of this document, or its contents, in whale or in put. by any means whatsoever. is strictly prohibited, escept with Glies specific written permission. Excepting, Iuotm& or otherwise ericacting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GRA may use this document as a complement to or as an element of a gaotachnirell engincering report. Any other firm. mdhidual, or oche entity that so teres this dm-ummc without being a GBA member could be commiting negligent or intentional (fiaudulent) misrepresentation. Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street Appendices November 5, 2018 Appendix C: AB 52 Consultation Appendix C May 18, 2018 San Bernardino Community Development Department I Planning Division Mr. Andrew Salas, Chairman Gabrieleiio Band of Mission Indians - Kizh Nation P.O. Box 393 Covina, CA 91723 Re: AB 52 Consultation Dear Mr. Salas: The City of San Bernardino (City) received the Kizh Nation's request for formal notification of proposed projects within the Tribes geographic area of traditional and cultural affiliation in accordance with AB 52. The City of San Bernardino is planning to improve H Street between Kendal Drive and 4& Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and UP Street from two lanes, one In each direction, to four lanes, two in each direction, with pavement, curb and gutter, sidewalk and street lights improvements. The Project also would include upgrades to the existing intersections and traffic signals at Kendall Drive and Fortieth Street, respectively. H Street in its widened condition would be 88 feet in right-ofway width and designated as an arterial street by the City. An aerial map of the proposed project area is Included as an attachment to this letter for your review. In accordance with Section 210803.1 (d), please consider this the City's formal notification that it intends to consider implementation of the referenced project. It is our understanding that the Kizh Nation has 30 days to request consultation regarding this project. The City point of contact is Ms. Chantal Power and can be contacted by phone at (909) 3847272, ext. 3328 or by e-mail at Power ChLL.bcity.ora. To assist with our administrative record the City would appreciate formal notification of a request for consultation by letter or e-mail, which should be sent to the City addresses provided in this letter. If we do not receive notification within the 30 -day period, we will assume that the Kizh Nation has no tribal cultural resource concerns for the H Street Widening Project and we will proceed with the public review of a Mitigated Negative Declaration in accordance with California Environmental Quality Act procedures. Should you have any questions, please do not hesitate to contact me. Respectfully, Chantal Power Associate Planner Attachment 290 North D St. San Bernardino, CA 924011 P: 909-384-7272 I wwwSBf3ly org Steri Bernardino �- Commnniiy Development Department I Planning Division H rh � ■ May 18, 2018 San Manuel Band of Mission Indians Attn: Lee Clauss 26569 Community Center Drive Highland, CA 92346 Re: AB 52 Consultation Dear Ms. Lee Clauss: The City of San Bernardino (City) received the San Manuel Band of Mission Indians' request for formal notification of proposed projects within the Band's geographic area of traditional and cultural affiliation in accordance with AB 52. The City of San Bernardino is planning to improve H Street between Kendall Drive and 401' Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and 4& Street from two lanes, one in each direction, to four lanes, two in each direction, with pavement, curb and gutter, sidewalk and street lights Improvements. The Project also would include upgrades to the existing intersections and traffic signals at Kendall Drive and Fortieth Street, respectively. H Street in its widened condition would be 88 feet in right -of -ray width and designated as an arterial street by the City. An aerial map of the proposed project area is included as an attachment to this letter for your review. In accordance with Section 21080.3.1 (d), please consider this the City's formal notification that it intends to consider implementation of the referenced project. It Is our understanding that the San Manuel Band has 30 days to request consultation regarding this project The City point of contact is Ms. Chantal Power and can be contacted by phone at (909) 384-7272, ext. 3328 or by e-mail at Power r.�_�sbc��____.. To assist with our administrative record the City would appreciate formal notification of a request for consultation by letter or e-mail, which should be sent to the City addresses provided in this letter. If we do not receive notification within the 30 -day period, we will assume that the San Manuel Band has no tribal cultural resource concerns for the H Street Widening Project and we will proceed with the public review of a Mitigated Negative Declaration in accordance with California Environmental Quality Act procedures. Should you have any questions, please do not hesitate to contact me. Respectfully, r Chantal Power Associate Planner Attachment 290 North D St, San Bernardino, CA 92401 P: 909-3847272 1 www.SBUtV.org Sari Bernardino - Community Development Department I Planning Division t D tK May 18, 2018 Soboba Band of Luisefto Indians Attn. Joseph Ontiveros P.O. Box 487 San Jacinto, CA 92581 Re: AB 52 Consultation Dear Mn Ontiveros: The City of San Bernardino (City) received the Soboba Band of Luisefio Indians' request for formal notification of proposed projects within the Band's geographic area of traditional and cultural affiliation In accordance with AB 52. The City of San Bernardino is planning to improve H Street between Kendall Drive and 40M Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and 4CM Street from two lanes, one in each direction, to four lanes, two in each direction, with pavement, curb and gutter, sidewalk and street lights improvements. The Project also would include upgrades to the existing intersections and traffic signals at Kendall Drive and Fortieth Street, respectively. H Street in its widened condition would be 88 feet in right-of-way width and designated as an arterial street by the City. An aerial map of the proposed project area is included as an attachment to this letter for your review. In accordance with Section 21080.3.1 (d), please consider this the City's formal notification that it intends to consider implementation of the referenced project. It is our understanding that the Soboba Band has 30 days to request consultation regarding this project. The City point of contact Is Ms. Chantal Power and can be contacted by phone at (909) 384-7272, ext. 3328 or by e-mail at Power ChOsbcitv.orx. To assist with our administrative record the City would appreciate formal notification of a request for consultation by letter or e-mail, which should be sent to the City addresses provided in this letter. If we do not receive notification within the 30 -day period, we will assume that the Soboba Band has no tribal cultural resource concerns for the H Street Widening Project and we will proceed with the public review of a Mitigated Negative Declaration in accordance with California Environmental Quality Act procedures. Should you have any questions, please do not hesitate to contact me. Respectfully, Lc Chantal Power Associate Planner Attachment 290 North D St, San Bernardino, CA 92401 I P: 909-384-7272 I www.SBCity.org From: Jessica Mauck fmailto:JMauck@sanmanuel-nsn.gcwl Sent: Wednesday, July 18, 2018 2:02 PIN To: Chantal Power Subject: H Street Widening Project Hi Linda, Thank you for contacting the San Manuel Band of Mission Indians (SMBMI) regarding the above referenced project. SMBMI appreciates the opportunity to review the project documentation, which was received by our Cultural Resources Management Department on 19 June 2018, pursuant to CEQA (as amended, 2015) and CA PRC 21080.3.1. The proposed project area exists within Serrano ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and location of the proposed project, and given the CRM Department's present state of knowledge, SMBMI does not have any concerns with the project's implementation, as planned, at this time. As a result, SMBMI requests that the following language be made a part of the project/permit/plan conditions: 1. If human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a 100 -foot buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5 and that code enforced for the duration of the project. 2. In the event that Native American cultural resources are discovered during project activities, all work in the immediate vicinity of the find (within a 60 -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San Manuel Band of Mission Indians will be contacted if any such find occurs and be provided information and permitted/invited to perform a site visit when the archaeologist makes his/her assessment, so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. 3. If significant Native American historical resources, as defined by CEQA (as amended, 2015), are discovered and avoidance cannot be ensured, an SOI -qualified archaeologist shall be retained to develop an cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment. a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tribal Participant(s). b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project. Note: San Manuel Band of Mission Indians realizes that there may be additional tribes daiming cultural affiliation to the area, however, San Manuel Band of Mission Indians can only speak for itself. The Tribe has no objection if the agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SMBMI and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Please provide the final copy of the project/permit/plan conditions so that SMBMI may review the included language. This communication concludes SMBMI's input on this project, at this time, and no additional consultation pursuant to CEQA is required unless there is an unanticipated discovery of cultural resources during project implementation. If you should have any further questions with regard to this matter, please do not hesitate to contact me at your convenience, as I will be your Point of Contact (POC) for SMBMI with respect to this project. Respectfully, Jessica Mauck CULTURAL RESOURCES ANALYST 0: (909) 664-6933 x3249 M: (909) 725-9054 26569 Community Center Drive, Highland California 92346 SANAIWANUEL SWOF •.• ,'4 WION INDIANS THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader of this message is not the intended recipient or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination or copying of this communication is strictly prohibited. If you have received this electronic transmission in error, please delete it from your system without copying it and notify the sender by reply e-mail so that the email address record can be corrected. Thank You Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street Appendices November 5, 2oi8 Appendix D: Responses to Comments Appendix D Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street Appendices November 5, 2018 Responses to Comments CEQA Guidelines §i5o74 (b) requires the decision-making body of the lead agency to consider a proposed mitigated negative declaration together with any comments received during the public review process prior to approving a project. The decision-making body shall adopt the proposed negative declaration only if it finds on the basis of the whole record before it (including the initial study and any comments received), that there is no significant evidence that the project will have a significant effect on the environment and that the negative declaration or mitigated negative declaration reflects the lead agency's independent judgement and analysis. The following discussion includes all comments received by the City of San Bernardino from organizations and individuals on the proposed Widening of H Street between Kendall Drive and 4oth Street Project Initial Study/Mitigated Negative Declaration during the CEQA public review period, which took place from September 14 through October 15, 2oi8. The comment letters and good faith, reasoned analysis in response are included herein. The following is a list of agencies and persons that submitted comments on the Initial Study during the public review period. Comments are indexed by a letter for reference purposes. Comment Leiter/Email Organization or Person Date A Gabrieleno Band of Mission Indians/Kith Nation September 21, 2018 B San Manuel Band of Mission Indians July 18, 2018 The comments did not raise any issues or concerns that would result in new impacts, or new, or revised mitigation measures. The comments, and responses to comments, and revised IS/MND do not warrant recirculation in accordance with §i5o73.5 of the California Environmental Quality Act (CEQA) Guidelines. Appendix D — i Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street Appendices November 5,201-8 Comment Letter A - Gabrieleno Band of Mission Indians/Kizh Nation dated September 21, 2018 GA ELCNO 6AND OF MISSION INDIANS - IUZH NATION tl.storicaly known as ] ]} $an Gabricl jjand of M,sawn Im6rns mcoeni:cA by the State of Cakfoniia a the abongnj tnl of the Loa Ame6.4 6min Notice of Intent to Adopt An Initial Study/ Mitigated Negative Declaration September 21, 2018 Ms. Chantal Power City of San Bernardino, Community Development 201-B, N. E Street San Bernardino, CA 92401 Good morning Ms. Chantel Power, We have received your Notice of Intent to adopt a Negative Declaration for this project Widening of H Street A_' between Kendall Drive and 40vr Street in the location of the County of San Bernardino. Our Tribal Government would like to be consulted H any ground disturbance will be conducted for this project Sincerely Letde Gabrieleno Band of Mission Indians/Kizh Nation (1844) 390-0787 Office Mdr-9Wt, Orrnwn Aft" P Lnewr.s1 FO 5m).95 Can—, CA 91725 yw.w Sob% V—ChWm Mvtlw 6anu�a Un,w, hnuvar n Rktwd G'4&%% Gwkrnrnafaw curafrl OEM= gabrielcrroirvl,art+44yahoo.cc>,n Appendix D — 2 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o*h Street Appendices November 5, 2oi8 Response to Comment Letter A Gabrieleno Band of Mission Indians/Wzh Nation dated September 21, 2o18 Response A is The commenter notes that it would like to be consulted in the event of ground disturbance during Project construction. The City shall consult with the Gabrieleno Band of Mission Indians/Kizh Nation's Tribal Government prior to any ground -disturbing activity. Appendix D — 3 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street Appendices November 5, 2018 Comment Letter B — San Manuel Band of Mission Indians dated July 18, 2o18 From: Jessica Mauck [tlWlt• tun.9m) Sent: Wednesday, hdy 18, 2018 2:02 PM To: Chantal Power Subject: H Street Widening Project Hi Linda, Thank you for contacting the San Manuel Band of Mission Indians (SMBMI) regarding the above referenced project. SMBMI appreciates the opportunity to review the project documentation, which was received by our Cultural Resources Management Department on 19 June 2018, pursuant to CEQA (as amended, 2015) and CA PRC 21080.3.1. The proposed project area exists within Serrano ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and location of the B-1 proposed project and given the CRM Department's present state of knowledge, SMBMI does not have any concerns with the project's implementation, as planned, at this time. As a result SMBMI requests that the following language be made a part of the project/permit/plan conditions: 1. N human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a 100 -foot buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5 and that code enforced for the duration of the project. 2. In the event that Native American cultural resources are discovered during project activities, all wo in the immediate vicinity of the find (within a 60 -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San B-2 Manuel Band of Mission Indians will be contacted if any such find occurs and be provided information and perrnittedifinvited to perform a site visit when the archaeologist makes his/her assessment, so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. _ 3. If significant Native American historical resources, as defined by CEQA (as amended, 2015), are discovered and avoidance cannot be ensured, an SOI -qualified archaeologist shall be retained to develop an cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment. B-3 a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tribal Participant(s). b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project. Note: son Manuel sand of Mission indions realizes that there maybe additional tribes claiming cultural uj iation to the area; however, San Manuel Band of Mission Indian can only speak for itself. The Tribe hos no o*cdon if the B-4 agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SUMW and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Please provide the final copy of the project/permit/plan conditions so that SMBMI may review the included language, This communication concludes SMBMI's input on this project, at this time, and noB-5 additional consultation pursuant to CEQA Is required unless there is an unanticipated discovery of Appendix D — 4 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street Appendices November 5, 2018 Response to Comment Letter B San Manuel Band of Mission Indians dated July 18, 2018 Response B-1: The commenter notes that it does not have any concerns with the Project's implementation at this time due to the nature and location of the proposed Project. However, the San Manuel Band of Mission Indians requests that the Project comply with California Health and Safety Code §7050.5 in the event any human remains or funerary objects are encountered during any activities associated with the Project. The City has included Mitigation Measure TRIBE -1 Native American Human Remains in Section 4.17 of the IS/MND to address this request. Response B-2: The San Manuel Band of Mission Indians requests that the Project work to protect Native American cultural resources, including hiring a qualified archaeologist meeting Secretary of Interior standards if a resource is uncovered during construction. Additionally, the Tribe requests it be consulted in the event of a discovery. The City has included Mitigation Measure TRIBE -2 Native American Cultural Resources in Section 4.17 of the IS/MND to address this request. Response B-3: The San Manuel Band of Mission Indians requests that the Project work to protect Native American historical resources, including hiring a qualified archaeologist meeting Secretary of Interior standards to develop appropriate plans if a resource is uncovered during construction. The City has included Mitigation Measure TRIBE -3 Native American Historical Resources in Section 4.17 of the IS/MND to address this request. Response B-4: The commenter notes: San Manuel Band of Mission Indians realizes that there may be additional tribes claiming cultural affiliation to the area; however, San Manuel Band of Mission Indians can only speak for itself, The Tribe has no objection if the agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SMBMI and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Response B-5: The commenter requests a final copy of the Project/permit/plan so that SMBMI may review the included language. The City shall provide SMBMI with a copy of the Final IS/MND. Appendix D — 5 EXHIBIT B Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40,& street Appendices November 5, 2018 Responses to Comments CEQA Guidelines §iso74 (b) requires the decision-making body of the lead agency to consider a proposed mitigated negative declaration together with any comments received during the Public review process prior to approving a project. The decision-making body shall adopt the proposed negative declaration only if it finds on the basis of the whole record before it (including the initial study and any comments received), that there is no significant evidence that the project will have a significant effect on the environment and that the negative declaration or mitigated negative declaration reflects the lead agency's independent judgement and analysis. The following discussion includes all comments received by the City of San Bernardino from organizations and individuals on the proposed Widening of H Street between Kendall Drive and 40th Street Project Initial Study/Mitigated Negative Declaration during the CEQA public review period, which took place from September 14 through October 15, 2018. The comment letters and good faith, reasoned analysis in response are included herein. The following is a list of agencies and persons that submitted comments on the Initial Study during the public review period. Comments are indexed by a letter for reference purposes. Comment Letter/Email Organization or Person Date A Gabrieleno Band of Mission Indians/Kith Nation September 21, 2018 B San Manuel Band of Mission Indians July 18, 2018 The comments did not raise any issues or concerns that would result in new impacts, or new, or revised mitigation measures. The comments, and responses to comments, and revised IS/MND do not warrant recirculation in accordance with §15073.5 of the California Environmental Quality Act (CEQA) Guidelines. Appendix D —1 Initial Study/Mitigated Negative Deelaration Widening of H Street between Kendall Drive and 4o1h Street Appendices November 5, 2018 Comment Letter A — Gabrieleno Band of Mission Indians/Kith Nation dated September 21, 2018 �r`� " GAfiKIGLLNO SAND OF M155ION INDIAN5- K 1ZH NATION j`jbxolicaiy known es"j ir5an (tahriel �,w,d _ +ion jndw,+s rc og vsrtl 69 & State of CA16mis. the aboriginal tribe of 16 L� Angeka h-�in kms. Notice of Intent to Adopt An Intual Study/ Mitkaited Negative Declaration September 21, 2018 Ms. Chantal Power City of San Bernardino, Community Development 2D1 -8, N. f Street San Bernardino, CA 92401 Good morning Ms. Chantel Power, We have received your Notice of Intent to adopt a Negative Declaration for this project Widening of H Street rt _ 1 between Kendall Drive and 401' Street in the location of the County of San Bernardino. Our Tribal Government A would like to be consulted if any ground disturbance wig be conducted for this project. Sincerely Lexie Gabrieleno Band of Mission Indians/Kizh Nation (1844) 340-0787 Office AJ -0 wwlmc *n i ho sow, v@rawmw, A6ot Pwa. Vn I MMh Gmedu 14.14 Vp w11 PO 5a g9 (✓oche, CA 9172) V—S&2!�=': , R. Mktkw swtdd mwv' , nmwv RkhodG14*M L7w4nwn Ntlr mwx9ld ElCrf gahrfelenoindu lsayW4we,c Appendix D — 2 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o,& Street Appendices November 5, 2018 Response to Comment Letter A Gabrieleno Band of Mission Indians/Kith Nation dated September 21, 2o18 Response A is The commenter notes that it would like to be consulted in the event of ground disturbance during Project construction. The City shall consult with the Gabrieleno Band of Mission Indians/Kizh Nation's Tubal Government prior to any ground -disturbing activity. Appendix D — 3 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40* Street Appendices November 5, 2018 Comment Letter B - San Manuel Band of Mission Indians dated July 18, 2018 From: Jessica Maudt [.: ; : r ::,. .9OV) Sent: Wednesday, July 18, 2018 2:02 PM To: Chantal Power Subject: H Street Widening Project Hi Linda, Thank you for contacting the San Manuel Band of Mission Indians (SMBMI) regarding the above referenced project. SMBMI appreciates the opportunity to review the project documentation, which was received by our Cultural Resources Management Department on 19 June 2018, pursuant to CEQA (as amended, 2015) and CA PRC 21080.3.1. The proposed project area exists within Serrano ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and location of the B-1 proposed project, and given the CRM Department's present state of knowledge, SMBMI does not have any concerns with the project's implementation, as planned, at this time. As a result, SMBMI requests that the following language be made a part of the project/permit/plan conditions: 1. If human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a 100400t buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5 and that code enforced for the duration of the project. 2. In the event that Native American cultural resources are discovered during project activities, all work in the immediate vicinity of the find (within a 60 -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San B_2 Manuel Band of Mission Indians will be contacted 9 any such find occurs and be provided information and permitted/invited to perform a site visit when the archaeologist makes his/her assessment, so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. 3. If significant Native American historical resources, as defined by CEQA (as amended, 2015), are discovered and avoidance cannot be ensured, an SOD -qualified archaeologist shall be retained to develop an cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment. B_ a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tribal Participant(s). b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project. Note: Son Manuel Bond of Mission Indians realizes that there maybe additional tribes claiming cultural ajj'diation to the area, howeyer, Son Manuel Bond of Mission Indians can only speakfor itself. The Tribe has no objection if the B agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SMBM/ and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Please provide the final copy of the project/permit/plan conditions so that SMBMI may review the Included language. This communication concludes SMBMI's input on this project, at this time, and noB-5 additional consultation pursuant to CEQA is required unless there is an unanticipated discovery of r Appendix D -- 4 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street Appendiees November 5, 2018 Response to Comment Letter B San Manuel Band of Mission Indians dated July 18, 2oi8 Response B -i: The commenter notes that it does not have any concerns with the Project's implementation at this time due to the nature and location of the proposed Project However, the San Manuel Band of Mission Indians requests that the Project comply with California Health and Safety Code §7o5o.5 in the event any human remains or funerary objects are encountered during any activities associated with the Project. The City has included Mitigation Measure TRIBE -1 Native American Human Remains in Section 4.17 of the IS/MND to address this request. Response B-2: The San Manuel Band of Mission Indians requests that the Project work to protect Native American cultural resources, including hiring a qualified archaeologist meeting Secretary of Interior standards if a resource is uncovered during construction. Additionally, the Tube requests it be consulted in the event of a discovery. The City has included Mitigation Measure TRIBE -2 Native American Cultural Resources in Section 4.17 of the IS/MND to address this request. Response B-3: The San Manuel Band of Mission Indians requests that the Project work to protect Native American historical resources, including hiring a qualified archaeologist meeting Secretary of Interior standards to develop appropriate plans if a resource is uncovered during construction. The City has included Mitigation Measure TRIBE -3 Native American Historical Resources in Section 4.17 of the IS/MND to address this request. Response B-4: The commenter notes: San Manuel Band of Mission Indians realizes that there may be additional tabes claiming cultural affiliation to the area; however, San Manuel Band of Mission Indians can only speak for itself. The Tribe has no objection if the agency, developer, and/or archaeologist wishes to consult with other tabes in addition to SMBMI and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Response B-5: The commenter requests a final copy of the Project/permit/plan so that SMBMI may review the included language. The City shall provide SMBMI with a copy of the Final IS/MND. Appendix D — 5 EXHIBIT C NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION AND TO BEGIN THE 30 DAY PUBLIC REVIEW PERIOD To: County of San Bernardino Cleric of the Board 385 N. Arrowhead Avenue San Bernardino, CA 92415-0022 Date: September 10, 2018 Public Review Period: September 14,2018 -October 15, 2018 Subject: Notice of Intent to Adopt a Mitigated Negative Declaration Lead Agency. City of San Bernardino Community Development 201-13, N. "E" Street San Bernardino, CA 92401-1507 Contact: Oliver Mujica and Contact Chantal Power Phone: (909) 384-7272 x 3332 Phone: (909) 384-7272 x 3328 E -Mail: muiica oi&bcitv.ora E-mail: power chftsbcitv.org Findings/Potential Environmental Effects: The City of San Bernardino (City) is the Lead Agency preparing an Initial Study for the project described below. The Initial Study makes the proposed findings that, with Implementation of the mitigation measures provided, the project will not have a significant adverse effect on the environment. We need to know the comments and concerns of interested and responsible agencies and the public regarding the content of the Initial Study. Please send any comments to Ms. Chantal Power at the City of San Bernardino at the address listed above. We will need the name, address, and telephone number of a contact person if comments are submitted. Project Title: Widening of H Street between Kendall Drive and 40th Street State Clearinghouse Number: Not Yet Assigned Project Location: San Bernardino County, City of San Bernardino. The proposed Project is located on H Street between Kendall Drive and 4dh Street. Project Description: The City is planning to improve H Street between Kendall Drive and 40th Street (herein, Project)_ The Project consists of widening H Stmt between Kendall Drive and 40th Street from two lanes - one in each direction - to four lanes - two in each direction - with pavement, curb and gutter, 6 -foot wide sidewalks, and street lights improvements. The Project envisions left turn pockets at intersections and modifications to traffic signals at both intersections to match the new configuration of the intersections. Approval of entitlements for the proposed project is a discretionary decision or "project that requires evaluation under the California Environmental Quality Act (CEQA). This Mitigated Negative Declaration is the proposed CEQA environmental determination for this project. The City of San Bernardino, acting as the CEQA lead agency for this project, will consider adoption of this Mitigated Negative Declaration at a future scheduled public meeting. Any commenters will be noted of the meeting date and location where adoption of the Mitigated Negative Declaration will be considered by the City. NOTICE OF INTENT (page 2 of 2) Copies of the Initial Study and/or project technical studies are available for public review at the City mice at the address identified at the top of this Notice and on the City's website under the Community Development Department, Planning, Environmental Documents (httpJ/www.ci.san- bemardino.ca.us/dtyha]Vcommurfdy_development/planning/environmentai documents.asp). The 30 -day public review period for the Initial Study begins on September 14, 2018 and will dose on October 15, 2018. Any comments you have must be submitted in writing no Mater than the : se of the comment period. 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Street Address: P.O. Box 3044 1400 Tenth St., Rm 113 Sacramento, CA 95812-3044 Sacramento, CA 95814 ® County Clerk County of: San Bernardino, Clerk of the a Board Address: 385 N. Arrowhead Avenue San Bernardino, CA 92415-0022 EXHIBIT E Appendix D From: Public Agency: City of San Bemardino Address: 201-13, N. 'E" Street San Bernardino, CA 92401-1507 Contact:Chantal Power, Associate Planner Phone:(909) 384-7272 x 3328 Lead Agency (if different from above): Address: Contact: Phone: - SUBJECT: Filing of Notice of Dietenninadon in compliance with Section 21108 or 21152 of the Public Resources Code. State Clearinghouse Number (if submitted to State Clearinghouse): Project Title: Widening of H Stmt between Kendall Drive and 40th Street Project Applicant: City of San Bernardino, Community Development Project Location (include county): H Street from Kendall Dr to 40th St, San Bernardino, San Bemadino County Project Description: The Project consists of widening H Street between Kendall Drive and 40th Street from two lanes — one in each direction — to four lanes — two in each direction — with pavement, curb and gutter, 6 -foot wide sidewalks, and street lights improvements. The Project envisions left tum pockets at intersections and modifications to traffic signals at both intersections to match the new configuration of the intersections. A Mitigated Negative Declaration was prepared for the Project to comply with the California Environmental Quality Act (CEQA). This is to advise that the City of San Bernardino has approved the above (® Lead Agency or ❑ Responsible Agency) described project on 12/19/18 and has made the following determinations regarding the above (date) described project. 1. The project [❑ will ® will not] have a significant effect on the environment. 2. ❑ An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. ® A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation measures [C] were ❑ were not] made a condition of the approval of the project. 4. A mitigation reporting or monitoring plan [® was ❑ was not] adopted for this project. 5. A statement of Overriding Considerations [❑ was ® was not] adopted for this project. 6. Findings [® were ❑ were not] made pursuant to the provisions of CEQA. This is to certify that the final EIR with comments and responses and record of project approval, or the negative Declaration, is available to the General Public at: City of San Bernardino Community Development Signature (Public Agency): Date: Title: Date Received for filing at OPR: Authority cited: Sections 21083, Public Resources Code. Reference Section 21000-21174, Public Resources Code. Revised 2011 Resolution No. 2018-316 RESOLUTION NO. 2018-316 RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO, CALIFORNIA, ADOPTING A MITIGATED NEGATIVE DECLARATION (1VIND), APPROVING A MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) AND AUTHORIZING THE DIRECTOR OF COMMUNITY DEVELOPMENT OR DESIGNEE TO FILE A NOTICE OF DETERMINATION (NOD) WITH THE CLERK OF THE BOARD OF SUPERVISORS OF SAN BERNARDINO COUNTY FOR "H" STREET WIDENING FROM ]KENDALL DRIVE TO 40""' STREET (SSO4-052) WHEREAS, on June 20, 2018, the Mayor and City and Council adopted Resolution No. 2018-189 approving the Operating Budget and Capital Improvement Program (CIP) for FY 2018/19; and WHEREAS, on October 18, 2017, the Mayor and City Council adopted Resolution No. 2017-205 approving Agreement with CivilSource, Inc. to provide environmental and civil engineering design services for the widening of "H" Street between Kendall Drive and 40th Street (SSO4-152); and WHEREAS, environmental review as required by the California Environmental Quality Act (CEQA) has been completed and the Environmental Review Committee of the City of San Bernardino is recommending that that the Mayor and City Council adopt this Resolution adopting a Mitigated Negative Declaration (MND), adopting a Mitigation Monitoring and Reporting Program (NUVIRP) and authorizing the Director of Community Development or designee to file a Notice of Determination (NOD) with the Clerk of the Board of Supervisors of San Bernardino County for the Widening of "H" Street between Kendall Drive and 4& Street. BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. The above recitals are true and correct and are incorporated herein by this reference. SECTION 2. A Mitigated Negative Declaration is hereby adopted for the widening of "H" Street from Kendall Drive to 40" Street (SSO4-152), as described in the attached Initial Study marked A "A", Response to Comments marked as Exhibit "B" and the Mitigated Negative Declaration marked Exhibit "C", attached hereto and incorporated herein. SECTION 3. The Mitigation Monitoring and Reporting Program (MMRP) for said Project, attached hereto as Exhibit "D" is hereby approved. Resolution No. 2018-316 SECTION 4. The Director of Community Development or designee is hereby authorized to file a Notice of Determination, attached hereto as Exhibit "E', for said Project with the Clerk of the Board of Supervisors of San Bernardino County. SECTION 5. Severability. If any provision of this Resolution or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications, and to this end the provisions of this Resolution are declared to be severable. SECTION 6. Effective Date. This Resolution shall become effective immediately. APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by the City Clerk this 10'h day of December 2018. John Valdivia, Mayor City of San Bernardino Attest: C---w"Z4 Y '" . Georgeann anna4MM- ity Clerk Approved as to form: Gary D. Saenz, City Atto Resolution No. 2018-316 CERTIFICATION STATE OF CALIFORNIA) COUNTY OF SAN BERNARDINO) ss CITY OF SAN BERNARDINO) I, Georgeann Hanna, MMC, City Clerk, hereby certify that the attached is a true copy of Resolution No. 2018-316 adopted at a regular meeting held at the 19'h day of December 2018 by the following vote: Council Members: AYES NAYS ABSTAIN ABSENT SANCHEZ Y MARRA VACANT SHORETT NICKEL 1r _ RICHARD X MULVIHILL Y WITNESS my hand and official seal of the City of San Bernardino this ISP day of December 2018. Georgean Hanna, M C, City Clerk ATTACHMENT A Initial Study/Mitigated Negative Declaration for the Widening of H Street between Kendall Drive and 40th Street Prepared for: ;My % p r 1a. Chantal Power City of San Bernardino Community Development 201-B, N. "E" Street San Bernardino, CA 92401-1507 Prepared by: R.', ame4AEWRONMB4W Athena Environmental 668 N. Coast Highway, Suite 139 Laguna Beach, CA 92651 November 5, 2018 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o& Street November 5, 2oi8 Statement of Limitations This document entitled Widening of H Street between Kendall Drive and 40th Street Initial Study/Mitigated Negative Declaration was prepared by Athena Environmental for the account of CivilSource/NV5. The material in it reflects Athena Environmental's best judgment in light of the information available to it at the time of preparation. Any use which a third party makes of this report, or any reliance on or decisions made based on it, are the responsibilities of such third parties. Athena Environmental accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based on this report. 11 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street November 5, 2018 Table of Contents Abbreviations.............................................................................................................. v 1.0 Introduction..................................................................................................... 1 1.1 Lead Agency.....................................................................................................................1 1.2 Project Approvals.............................................................................................................1 1.3 Purpose............................................................................................................................1 1.4 Organization of This IS/MND..........................................................................................2 1.5 Documents Incorporated by Reference ...........................................................................2 1.6 Project Contacts...............................................................................................................3 1.7 Objective...........................................................................................................................3 2.0 Project Description...........................................................................................4 2.1 Location and Setting.........................................•..............................................................4 2.2 Elements of the Project....................................................................................................4 2.3 Construction Schedule and Equipment...........................................................................4 3.0 Environmental Determination and Checklist..................................................10 3.1 Environmental Determination.......................................................................................10 3.2 Environmental Factors Potentially Affected...................................................................11 4.0 Environmental Impact Analysis ............................................ .......................... 13 4.1 Aesthetics ....................................................................................................................... 13 4.2 Agriculture and Forestry Resources...............................................................................16 4.3 Air Quality......................................................................................................................18 4.4 Biological Resources........................................•••...........................................................23 4.5 Cultural Resources......................................................................................................... 27 4.6 Geology and Soils.......................................................................••••••..............................30 4.7 Greenhouse Gases..........................................................................................................34 4.8 Hazards and Hazardous Materials.................................................................................36 4.9 Hydrology and Water Quality........................................................................................39 4.10 Land Use and Planning........................................................ 4.11 Mineral Resources..........................................................................................................49 4.12 Noise...........................................................................................................•••................50 4.13 Population and Housing................................................................................................54 4.14 Public Services...............................................................................................................55 4.15 Recreation..................................................•••.................................................................57 4.16 Transportation and Traffic.............................................................................................58 4.17 Tribal Cultural Resources..................................................................................•••......... 61 4.18 Utilities and Service Systems.........................................................................................64 4.19 Mandatory Findings of Significance.............................................................................. 67 3.0 List of Preparers.............................................................................................68 6.o References......................................................................................................69 iii Initial Study/Mitigated Negative Declaration Widening of H Street between Rendall Drive and 40th Street November 5, 2018 List of Tables Table 2.3-1 Anticipated Construction Duration and Equipment.....................................................5 Table 4.3-1 Project Construction Emissions Versus SCAQMD Significance Criteria....................19 Table 4.3-2 Project Operation Emissions Versus SCAQMD Significance Criteria ........................19 Table 4.3-3 CalEEMod Results Compared to Localized Significance Thresholds (ISTS) ............ 20 Table 4.7-1 Estimated Project GHG Emissions.............................................................................35 Table 4.12-1 City of San Bernardino Interior and Exterior Noise Standards .................................. 51 Table4.14-1 Public Services Facilities.............................................................................................56 List of Figures Exhibit 2-1 Regional Location Map.................................................................................................6 Exhibit 2-2 Project Location Map....................................................................................................7 Exhibit2-3 Zoning Map................................................................................................................... Exhibit2-4 Strategic Area Map........................................................................................................9 List of Appendices Appendix A: CaIEEMod Air Emissions Estimates Appendix B : Geotechnical Investigation Report Appendix C : AB 52 Consultation Appendix D : Responses to Comments iv, Initial Study/Mitigated Negative Declaration. Widening of H Street between Kendall Drive and 40th Street November 5, 2018 Abbreviations AB 32 Global Warming Solutions Act of 2006 IST Localized Significance Thresholds ADA Americans with Disability Act MBTA Migratory Bird Treaty Act AQMP Air Qualify Management Plan MDC Municipal Development Code BAU Business as Usual SBFD San Bernardino Fire Department Bgs Below ground surface MS4 Municipal Separate Storm Sewer BMPs Best Management Practices System CAAQS California Ambient Air Quality WM Waste Management Standards NAAQS National Ambient Air Quality Standards Caltrans California Department of NO Nitrous oxide Transportation NO2 Nitrogen dioxide CAP Climate Action Plan NRHP National Register of Historic Places CARB California Air Resources Board NS North-South CDFW California Department of Fish and % Ozone Wildlife Pb Lead CEQA California Environmental Quality Act pFCs Perfluorocarbon CFCs Chlorofluorocarbons PM10 Particulate matter of 10 microns in CGS California Geologic Survey diameter or smaller CG -1 Commercial General Zoning PM2.5 Particulate matter of 2.5 microns in CH4 Methane diameter or smaller. City City of San Bernardino Project Widening of H Street between Kendall CMC City Municipal Code Drive and 4oth Street CMP Congestion Management Program PRC Public Resources Code CMUTCD California Manual of Uniform RM Medium Density Residential Zoning Traffic Control Devices SLAG Southern California Association of CNEL Community Noise Equivalent Level Governments CO Carbon monoxide SCAQMD South Coast Air Quality Management CO2 Carbon dioxide District 002e Carbon dioxide equivalent SCCIC South Central Coast Information Center CWA Clean Water Act SCE Southern California Edison County County of San Bernardino SCS Sustainable Communities Strategy dBA A unit of measurement of sound level SF6 Sulfur hexafluoride corrected to the A—weighted scale. SO2 Sulfur dioxide EIR Environmental Impact Report SCAB South Coast Air Basin EW East-West SWPPP Stormwater Pollution Prevention Plan FEMA Federal Emergency Management RWQCB Regional Water Quality Control Board Agency TCR Tribal Cultural Resources GHG Greenhouse Gas TNW Traditional Navigable Water HDPE High density polyethylene USACE United States Army Corps of Engineers HFCs Hydrofluorocarbons USEPA United States Environmental Protection I-210 Interstate 210 Agency I-215 Interstate 215 USFWS United States Fish and Wildlife Service IS/MND Initial Study/ Mitigated Negative VMT Vehicle Miles Travelled Declaration VOC Volatile Organic Compounds V Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street i.o — Introduction November 5, 2o18 1.o Introduction i.1 Lead Agency The proposed Widening of H Street between Kendall Drive and 40th Street (Project) requires the discretionary approval of the City of San Bernardino (City). The City is the Lead Agency for the proposed Project as defined by §15051 of the CEQA Guidelines. The Lead Agency is the public agency that has the principal discretionary responsibility to review and analyze environmental impacts, avoid or minimize environmental damage where feasible, and approve or deny the proposed Project (California Code of Regulations §15367). In addition to informing the public of the proposed Project and its potential environmental effects, this Initial Study/Mitigated Negative Declaration (IS/MND) is intended to provide adequate environmental information to public agency decision makers so they can make an informed decision on the Project, consistent with the general responsibilities required of public agencies as outlined in §i5ow and §15o25 of the CEQA Guidelines. The public review process of the IS/MND will culminate with a public hearing at the City to consider approval of a Final IS/MND and a decision on whether to approve the proposed Project. 1.2 Project Approvals The following required permits, agreements, and regulatory review processes are anticipated to construct and operate the Project: California Environmental Quality Act (CEQA) The City of San Bernardino would act as Lead Agency under CEQA, pursuant to §21o67 of the CEQA Guidelines and would have the principal discretionary responsibility to approve or deny the Project. Additional City Approvals The following additional approvals will be obtained prior to construction of the Project: • Grading/Building/Electrical Permits 1.3 Purpose The purpose of the Initial Study (IS) in support of a Mitigated Negative Declaration (MND), herein referred to as IS/MND, is to identify and adequately mitigate any potentially significant environmental impacts associated with construction and operation of the proposed Project in the City of San Bernardino, County of San Bernardino, California. The Project's objective is to widen and improve H Street between Kendall Drive and 40th Street. This IS/MND and its appendices, have been prepared in accordance with the CEQA Statute and the State's Guidelines for Implementation of CEQA for preparation of an IS. This IS, when combined with the Notice of Intent to Adopt an MND, serves as the environmental document Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street i.o - Introduction November 5, 2oi8 for the proposed Project pursuant to the provisions of CEQA (California Public Resources Code §210oo, et seq.) and the CEQA Guidelines CTitle 14, California Code of Regulations §i5000, et seq.). 1.4 Organization of This IS/MND The content and format of the IS/MND are designed to meet CEQA Guidelines and contain the following sections: Section 1.o, "Introduction," provides a brief summary of the purpose and scope of the IS/MND, the Lead Agency's responsibility, the Project approvals, documents incorporated by reference, and Project contacts. Section 2.o, "Project Description," provides a Project overview including a description of the regional location and project vicinity, including figures; and provides a description of the Project elements — e.g., dimensions of the project, area of disturbance, schedule for completion. Section 3.0, "Environmental Determination and Checklist" provides a list of Project facts, describes the methodology for assessing environmental factors potentially affected, and provides a record of the Environmental Determination. Section 4.o, "Environmental Impact Analysis," provides a brief description of existing conditions for each topic and an analysis of potential environmental impacts based on CEQA Guidelines Appendix G. Mitigation measures are identified where necessary to reduce potential impacts to a less than significant level Section 6.o, "References," lists all reports used, websites accessed, and persons consulted to prepare the IS/MND. Appendices Identifies Project -specific technical studies and CEQA process requirements performed for the Project: • Appendix A: CalEEMod Air Emissions Estimates • Appendix B: Geotechnical Investigation Report • Appendix C: AB 52 Consultation • Appendix D: Responses to Comments 1.5 Documents Incorporated by Reference An MND may incorporate by reference all or portions of another document that are generally available to the public (CEQA Guidelines §15150). The documents used must be available for public review for interested parties to access during public review of the IS and Notice of Intent (NOI) to adopt a Mitigated Negative Declaration for this proposed Project. The City General Plan and the City Municipal Code, which are available on-line, were used in the evaluation of the proposed Project. The Project -specific technical reports are all attached to the IS as appendices. Initial study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street i.o - Introduction November 5, 2018 1.6 Project Contacts Lead CEQA Agency and Address City of San Bernardino Community Development 2ol-B, N. "E" Street San Bernardino, CA 92401-1507 Contact Person and Phone Number Chantal Power Associate Planner (909) 384-7272 x 3328 1.7 Objective Project Consultant and Address Athena Environmental 668 N. Coast Highway, Suite 139 Laguna Beach, CA 92651 Contact Person and Phone Number Ms. Erinn Johnson Principal Environmental Planner (949) 338-8644 The Project seeks to widen and upgrade H Street between Kendall Drive and 40* Street to two traffic lanes in each direction with pavement, parking, curb and gutter, 6 -foot wide sidewalks and street light improvements. 3 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street 2.o — Project Description November 5, 2018 2.0 Project Description 2.1 Location and Setting Regional access to the Project site is gained from the Interstate 215 (1-215) to University Parkway north to Kendall Drive and east to H Street or from the I-2io Freeway to North Waterman Avenue north to 40th Street and west to H Street in the City of San Bernardino, San Bernardino County, California. The 1-215 is an eight -lane freeway in the north -south direction and the I-210 is an eight -lane freeway in the east west direction in the Project area (see Exhibit 2-1, Regional Location Map and Exhibit 2-2, Project Location Map). The Project site is located at approximately 1,34o feet above mean sea level (amsl) on a north - south connector street with primarily medium -density residential (RM) zoning and areas commercial general (CGi) zoning located to the north and south of the street segment (see Exhibit 2-3, Zoning Map). The City' Strategic Areas Map locates the Project site in the University District Specific Plan for the California State University, San Bernardino. The intent of this Specific Plan area is to lay a foundation for this integration of the University into the surrounding community (see Exhibit 2-4, Strategic Area Map). The climate is Mediterranean and characterized by long dry summers and relatively mild winters. Annual precipitation rarely exceeds 16 inches, with most of that precipitation falling between November and March. Average daily temperatures range from the low 8os to the low 50s with summer highs in the 9os. 2.2 Elements of the Project The City of San Bernardino is planning to improve H Street between Kendall Drive and 40th Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and 401h Street from two lanes — one in each direction — to four lanes — two in each direction — with pavement, curb and gutter, 6 -foot wide sidewalks, and street lights improvements. The Project envisions left turn pockets at intersections and modifications to traffic signals at both intersections to match the new configuration of the intersections. 2.3 Construction Schedule and Equipment Construction of the Project is proposed over approximately 8o -working days and would consist of approximately 10 days for demolition/site preparation; 20 days for grading activity; 25 days for building construction; and 25 days for paving. Demolition activity would be minimal consisting of removing an asphalt berm and relocating some of the mailboxes. Construction is anticipated to begin in January 2019. The average anticipated daily crew size per day is six to eight construction workers, and construction vehicles employed at the Project site per construction phase are included in Table 2.3-1 below. 0 Initial Study/N&tigated Negative Declaration Widening of H Street between Kendall Drive and 40"' Street 2.0 — Project Description November 5, 2oi8 Table 2.3-1 Anticipated Construction Duration and Equipment Construction Phase Duration Vehicles and Equipment Demolition/sde preparation Approximately 10 days 1 watering truckhubber tired dozer 1 tractor/loadedbackhoe 1 grader/concrete saw/dump truck Grading Approximately 20 days 1 watering tnrckhubber tired dozer 1 grader 1 tractor/loader/backhoe Building construction Approximately 25 days 1 crane/truck 1 forldift 1 generator 1 tractorAoadedbadchoe 1 welder Paving Approximately 25 days 1 cement and mortar mixer 1 paver 1 paving equipment/striping machine 1 roller 1 tractornoadem&ackhoe r-., I ney�l■14wrsUl. rw■p uPe_wrrcv lv ctorvige I n Rancho y lgtsf Irl d Cucamonga ? Ootarip Ytadlands Para yucalp:k Ra VI 0"0tawq 5 Cts- Es".. 1 1=F�L' Ga lm+ No t'' reps USGS, Intemlap, qQK rn IN�,EMFNT P. NRCan, Esn I Clr Jspa'7, METt, Esri China �. tlY1n 1111 (Mnn� ng}, Esri Korea, Esri St ti -'4r'.k (Thailand), NGCC, Q liamat N ,IS m ■ � "`°Pa sl i s' c W bill OF s a s r a 9 3r W 1ph St It c q TIP S x = Project Location yr oats ,y r: O� �hjg 71 ~¢Q iF�lk 4M 51 `T� iM1t aOV13S � A sC 10 X � Wai1e 1.1�G � 1,icvfa� 'b F• S � � ? � F N 7.� 7 - inn t is O Jt 6 ,a a IL it Ills• iri .i Z $ i= - F"'k L Nf Y7iYhdl BPoC at F _ } i Y1l 303h Si Y k 70Ut 71 +r+r E 29th 51 ir■I■ranna. Par*Ustlary st i Pnr!■1 §12M w 27th sY■3aSl,Adoers rr�*i $1 .. A E Hngleland $ kv� lhyhlptd Are . ,R�yhlsnrtAr# =�� is a roes;Esri, HERE, Gartnin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hor Kong), EsPi KoreaxEsri (Thailand), G NGCC, 0 OpenStreetMap contributors*and is GIS War Community P:.,:_-. This fgure was ottginary produced in color Reproducflon in hba and while may result in a low of inrormabon. EXHIBIT 1 REGIONAL LOCATION MAP Feet H STREET WIDENING PROJECT gMNAENYRONMEREAL 3,400 1,700 0 3,400 (BETWEEN KENDALL DR. AND 40TH ST.) r-., I ney�l■14wrsUl. rw■p uPe_wrrcv lv • .4 .. ; sir , H t,p309 Blvd ,t r St tE 40w S t ,. - d i � R�,,. N' • U7.� � C ; �•. • 4 Lll? dakL- � 5'airrce�: ESri!rliSIM,Garmin, L - i USGS, Intermap, z INCREMENT P, NRCan, Esd a n • MET�i. Esn China �.• _ • • w , k Ong Kong}, EsrVarea. Esn _ '..{Thailand). NGCC 40th Street [A x � se Z` Rd Ridge Line Dr YM igum was w4pndy produced in color Repmduc ion in beck and elft may msuR In a loss of kdmmafon. EXHIBIT 2 Feet PROJECT LOCATION MAP H STREET WIDENING PROJECT AMENAENVIRONMENIX 330 165 0 330 (BETWEEN KENDALL DR. AND 40TH ST.) - ra c CROP 00 Viste. 11107 11 Feet s NVROMMBARAL 530 265 0 530 This figure was originally produced In color Reproduction In black and white may result In a bas of informalon_ EXHIBIT 3 ZONING MAP H STREET WIDENING PROJECT (BETWEEN KENDALL DR. AND 40TH ST.) Feet 4,200 2.100 0 4,200 This igmewas od81edy produced In coioc Reproduction In bl9ck and white may result in a Ions of knbnna6on_ EXHIBIT 4 STRATEGIC AREA MAP H STREET WIDENING PROJECT (BETWEEN KENYA L L DR. AND 40TH ST.) Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street g.o - Environmental Determination and Checklist November 5, 2018 3.o Environmental Determination and Checklist 3.1 Environmental Determination On the basis of this initial evaluation: I find that the proposed Widening of H Street between Kendall Drive and 40th ❑ Street Project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared I find that although the proposed Widening of H Street between Kendall Drive and 4oth Street Project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described on an attached sheet have been added to the project. A MITIGATED NEGATIVE DECLARATION will be prepared. I find that the proposed Widening of H Street between Kendall Drive and 4oth ❑ Street Project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. I find that the proposed Widening of H Street between Kendall Drive and 4oth ❑ Street Project MAY have a significant effect on the environment, but at least one effect i) 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, if the effect is a "potentially significant impact" or "potentially significant unless mitigated" An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. I find that although the proposed Widening of H Street between Kendall Drive ❑ and 4oth Street 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 proposed Widening of H Street between Kendall Drive and 4oth Street Project, nothing further is required Signature Date 10 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 3.0 — Environmental Determination and Checklist November 5, 2oi8 3.2 Environmental Factors Potentially Affected This IS/MND has been prepared in compliance with the California Environmental Quality Act (CEQA) pursuant to California Public Resources Code (PRC) §2i000, et seq. and the CEQA Guidelines (California Code of Regulations §15000, et seq.). Specifically, the preparation of an Initial Study is guided by §15o63 of the CEQA Guidelines. This Project is evaluated based upon its effect on seventeen major categories of environmental factors. The environmental factors checked below would be potentially affected by the proposed Project, involving at least one impact that is a "Potentially Significant Unless Mitigated Impact" as indicated by the resource checklists in Section 4.0, Environmental Impact Analysis of this IS/MND. ❑ Aesthetics ❑ Agricultural Resources ❑ Air Qty ® Biological Resources ® Cultural Resources ❑ Geology and Soils ❑ Greenhouse Gas ® Hazards and Hazardous Materials ® Hydrology and Water Quality ❑ Land Use and Planning ❑ Mineral Resources ® Noise ❑ Population and Housing ❑ Public Services ❑ Recreation ® Transportation and Traffic ® Tribal Cultural Resources ❑ Utilities and Service Systems ❑ Mandatory Findings of Significance The IS/MND fully addresses the environment, as described by CEQA, as "the physical conditions which existing within the area which will be affected by a proposed Project including land, air, water, flora, fauna, noise, objects of historic or aesthetic significance." A detailed analysis of environmental impacts will be presented for each resource area (listed above) utilizing the model Environmental Checklist Form found in Appendix G of the CEQA Guidelines §i5o63(f). Impacts to the environment for construction and operation of the Project will be assessed and described, and the level of significance of impacts will be measured against criteria that have been established by regulation, accepted standards, or other definable criteria. The use of an MND is only permissible if all potentially significant environmental impacts assessed in the IS are rendered less than significant with incorporation of mitigation measures. Each environmental resource area is reviewed by analyzing a series of questions (i.e., Initial Study Checklist) regarding level of impact posed by the Project. Substantiation is provided to justify each determination. One of four following conclusions is then provided as a determination of the analysis for each of the major environmental factors. No Impact. A finding of no impact is made when it is clear from the analysis that the project would not affect the environment. 11 Initial Study/M'iti'gated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 3.0 — Environmental Determination and Checklist November 5, 2018 Less than Significant Impact. A finding of a less than significant impact is made when it is clear from the analysis that a project would cause no substantial adverse change in the environment and no mitigation is required. Less than Significant Impact with Mitigation Incorporated. A finding of a less than significant impact with mitigation incorporated is made when it is clear from the analysis that a project would cause no substantial adverse change in the environment when mitigation measures are successfully implemented by the project proponent. In this case, the project proponent would be responsible for implementing measures identified in a Mitigation Monitoring and Reporting Plan (MMRP). PotentiaIIy Significant Impact. A finding of a potentially significant impact is made when the analysis concludes that the proposed Project could have a substantially adverse change in the environment for one or more of the environmental resources assessed in the checklist. Typically, preparation of an Environmental Impact Report (EIR) would be required in the case of potentially significant impact. No findings of significance impact were determined to potentially result from the Project. 12 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40fl- Street 4.0 — Envi onmental Impact Analysis November 5, 2oi8 4.0 Environmental Impact Analysis 4.1 Aesthetics Issues Potentially Significant Impact Less Than Significant hnpact Wdh Mitigation Incorporated Less Than Significant hnpact No Impact AESTHETICS- Would the project: a) Have a substantial adverse effect on a scenic vista? ❑ ❑ ® ❑ b) Substantially damage scenic resources, inducting, but ❑ ❑ ❑ not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? c) Substantially degrade the enasstinng visual character or ❑ ❑ ® ❑ quality of the site and its surroundings? d) Create a new source of substantial light or glare which ❑ ❑ ® ❑ would adversely affect day or nighttime views in the area? a) Have a substantial adverse effect on a scenic vista? Less than Silgnificant Impact The Project site is in an urbanized area zoned for medium -density residential and general commercial uses on a relatively level street that does not offer scenic vistas. one- and two-story medium -density residences align H Street in the middle of the Project area. The residences generally include front yardage with lawns and vegetation, low fences, driveways, and ornamental trees that range from 4 to 40 feet in height, creating a residential setting. H Street includes an apartment complex on the east side of the street north of the German Auto Haus business. Trevor's Rustic Inn is located across from the auto store on the west side of the street. Both businesses are located in one-story buildings with asphalt parking lots. The northern extent of H Street includes a large undeveloped lot on the west side of the street and 4oth Auto Care and Smog, a small one- story budding with enclosed surface parking lot, to the east. Shandin Hills, a small hilly portion of the City approximately 1,148 feet south of H Street and Kendall Drive, rises to an elevation of approximately 1,694 feet amsl. The his offer views onto and from the Project site located at approximately 1,341 feet amsl. While the developed hillside community offers views of the Project site and the San Bernardino Mountains to the north, the Project would not interfere with views from or onto Shandin Hills or the San Bernardino Mountains. The Project would have a less than significant impact on scenic vistas. 13 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5,2o18 b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? No Impact The California Scenic Highways and Historic Parkways Program of 1963 was established "to preserve and protect highway corridors located in areas of outstanding natural beauty" from alteration that would diminish the aesthetics value of the adjacent lands., The proposed Project is not located within an officially designated state scenic highway of the California Scenic Highway Mapping System. Scenic highways are primarily in portions of San Bernardino County that have large swaths of open space, such as the highways in or near the San Bernardino National Forest, Joshua Tree National Park, and East Mojave National Park. Therefore, the Project would result in no impact on scenic resources within a state scenic highway. C) Substantially degrade the existing visual character or quality of the site and its surroundings? Less than Significant Impact Construction of the Project would result in short-term impacts to H Street for site preparation, grading and building activity. However, visual impacts associated with construction would be those anticipated with an urban environment experiencing maintenance. In its built condition, the Project would be developed with an architectural character demonstrative of an urban street with two traffic lanes in each direction, parking, curb and gutter, sidewalks, and street lights on both sides. The Project site would look improved. The character of the Project would give a sense of cohesive street design that enhances the surrounding environment. The Project would be required to comply with the City's Municipal Code (CMC), including Title 12 of the CMC specifying development standards that influence and guide development of the City's streets, sidewalks, and public places? The Project would look improved and would not degrade the existing visual character or quality of the site and its surroundings. Impacts to existing visual character of the site and surroundings would be less than significant. d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? Less than Significant Impact No spotlighting, floodlighting, or glare -producing equipment would be used or installed on the Project area prior to, during, or following construction activities. CMC, Section 19.20, Property Development Standards, guides new or modified uses and development to foster an urban environment of stable, aesthetic character harmonious with existing and future development and consistent with the General Plan? Policy 2.1.5 of the General 1 California Department of Transportation (2oi8). The California Scenic Highway Program Website: http://www.dot.ca.gov/design/lap/livability/scenic-highways/index.html 2 City of San Bernardino (2o18). City Municipal Code (CMC) Website: https://www.ci.san bemardino.ca.us/civicax/filebanWblob&oad.aspx?blobid=19233 14 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o'& Street 4.0 — Environmental Impact Analysis November 5, 2oi8 Plan directs compliance with City maintenance and development standards through the rigorous enforcement of Code and Safety Standards.3 Section 19.20.030 of the CMC prohibits glare incidental to any use visible beyond the boundary line of the parcel. Section 19.20.030 prohibits exterior lighting for energy- efficient and shielded or recessed lighting so that direct glare and reflections are contained within the boundaries of the parcel, directed downward, and away from adjoining properties and public rights of way. Lighting fixtures shall be appropriate in scale, intensity, and height to associated use. No lighting shall blink, flash, or be of unusually high intensity or brightness. Security lighting is required at all entrances/exits. A less than significant impact involving light or glare is anticipated to occur as a result of the Project. 3 City of San Bernardino (2oo5, November 1). General Plan, Chapter 2 Land Use. Page 2-34 15 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Rendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 4.2 sues Agriculture and Forestry Resources Potentially Significant Impact Less Than Signficant ImpactWith Mitigation Incorporated Less Than Significant Impact No Impact AGRICULTURAL RESOURCES: 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? b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526, or timberland zoned Timberland Protection (as defined by Government Code section 51104(g))? d) Result in the loss of forest land or conversion of forest 1:1 ❑ land to non -forest use? e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of farmland to non-agricultural use or conversion of forest land to non -forest use? 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 No Prime of Unique Farmland or lands under the Williamson Act exist on the Project site or within the City.4 Further, no agriculture or farm activities exist in the vicinity of the site, which is surrounded by residential and commercial uses. The Project would not convert existing farmland uses to non -farmland uses and no impact would result. b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact The Project site is street right of way adjacent to residential and commercial uses. No impact to existing zoning for agricultural use or Williamson Act contract would occur as a result of the Project. 4 City of San Bernardino (2004, November 29). General Plan Update, Initial Study for General Plan Update Environmental Impact Report 16 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Rendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2oi8 c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section i222o(g)), timberland (as defined by Public Resources Code section 4526, or timberland zoned Timberland Protection (as defined by Government Code section 51104(g))? No Impact The Project site is street right of way adjacent to residential and commercial uses in an urban context. The nearest forest lands are associated with San Bernardino National Forest approximately 1.7 miles north of the Project site.5 No forest land or timberland occurs on or in the vicinity of the Project site. As a result, the Project would result in no impact to such uses. d) Result in the loss of forest land or conversion of forest land to non forest use? No Impact The Project is located in an urban infill environment and would not impact forest lands. As a result, the Project would result in no impact to such uses. e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of farmland to non-agricultural use or conversion of forest land to non -forest use? No Impact The nearest forest is approximately 1.7 miles north of the Project site. Farming was an important economy in the City in the early 19oos but waned with urbanization and a booming economy after World War 11.6 Today, farmland is virtually absent in the City, and certainly any farmland, such as citrus groves, that exist are not near the Project site. No impact involving conversion of farmland to non-agricultural use or conversion of forest land to non -forest use would occur as a result of the Project. 5 Google Earth Pro application 6 City of San Bernardino (2005, November i). General Plan, Chapter g Housing. Page 3-18 17 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.3 Air Quality c) Result in a cumulatively considerable net increase of any ❑ Less Than ® ❑ criteria pollutant for which the project region is non - Significant attainment under an applicable federal or state ambient Potentially Impact With Less Than Issues Significant INitigation Significant exceed quantitative thresholds for ozone precursors)? Impact Incorporated Impact No Impact AIR QUALITY. Would the project: 11 ❑ a) Conflict with or obstruct implementation of the applicable 11 ❑ ® E] air quality plan? ❑ ❑ ® ❑ b) Violate any air quality standard or contribute ❑ 0 ® El substantially to an existing or projected air quality violation? 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 emissions which exceed quantitative thresholds for ozone precursors)? d) Expose sensitive receptors to substantial pollutant 11 ❑ concentrations? e) Create objectionable odors affecting a substantial ❑ ❑ ® ❑ number of people? a) Conflict with or obstruct implementation of the applicable air quality plan? Less than Significant Impact The basis for Project air quality review in California is evaluating consistency with the South Coast Air Quality Management District (SCAQMD) regulations, which are designed to bring the South Coast Air Basin (SCAB), including the City of San Bernardino, into attainment for all National Ambient Air Quality Standards (NAAQS) and California Ambient Air Quality Standards (CAAQS). An ambient air quality standard (AAQS) defines the maximum amount of a pollutant that can be present in outdoor air without harm to the public's health. Ambient air quality standards for ozone (03), carbon monoxide (CO), nitrogen dioxide (NO.), sulfur dioxide (SO2), particulate matter (PM. and PMS, and lead (Pb) have been set by both the State of California and the federal government. The state has also set standards for sulfates (SO4(2-)) and visibility. AAQSs are set to regulate air emissions from stationary and mobile sources to achieve clean air and to protect even the most sensitive individuals in our communities. The SCAQMD in conjunction with the California Air Resources Board (CARB), the Southern California Association of Governments (SCAG), and USEPA prepares and regularly updates an Air Quality Management Plan (AQMP 2016) to set forth an 18 Initial Study/Mitigated Negative Dedlaraiion Widening of H Street between Kendall Drive and 4o'h Street 4.0 — Environmental Impaet Analysis November 5, 2oi8 integrated program to achieve compliance with air quality standards in the Basin? Currently, the City of San Bernardino is out of compliance with CAAQS PM2Z PMlo and ozone standards and NAAQS for PM2.5 and ozone standards -11 The Project would result in short-term air quality impacts from vehicle/equipment exhaust and fugitive dust from ground -disturbing activities during construction. Operation phase air quality impacts are expected to be limited to existing vehicular traffic. Estimated Project criteria pollutant emissions for construction and operation are summarized below in Table 4.3-1 and Table 4.3-2 (see Appendix A), and Project air emissions compared to Localized Significance Thresholds (IST) are summarized in Table 4 -3 -3 - Table 4.3-1 Project Construction Emissions Versus SCAQMD Significance Criteria Source: Athena Envronna tal (2018, June 6). CaIEEMod Project Air Emission Calculations Table 4.3-2 Project Operation Emissions Versus SCAQMD Significance Criteria Emissions Emissions NOx (pounds per da CO VOC NOx SOx CO PM19 131116 Lead Pb Project Construction Emissions Regional Thresholds Exceeds Thresholds? 1.74 75 No 19.50 100 No 0.02 150 No 10.60 550 No 2.93 150 No 3.74 55 No - 3 NIA Source: Athena Envronna tal (2018, June 6). CaIEEMod Project Air Emission Calculations Table 4.3-2 Project Operation Emissions Versus SCAQMD Significance Criteria Emissions Source: Athena Environmental (2018, June 6). CaIEEMod Prcject Air Emission Calculations 7 Southern Coast Air Quality Management District (2016, March). Air Quality Management Plan 8 California Air Resources B r t r ci (2018). Air Designation Maps -State and National 19 VOC NOx Sox CO PMto PMS Lead Pb Project Operation Emissions 0.04 8.0000e- 0.00 8.8000e- 3.000Oe- 3.000Oe- - 005 003 005 005 Regional Thresholds 55 55 150 550 150 55 3 Exceeds Thresholds? No No No No No No No Source: Athena Environmental (2018, June 6). CaIEEMod Prcject Air Emission Calculations 7 Southern Coast Air Quality Management District (2016, March). Air Quality Management Plan 8 California Air Resources B r t r ci (2018). Air Designation Maps -State and National 19 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4otfi Street 4.o — Environmental Impact Analysis November rj, 2oi8 Table 4.3-3 CalEEMod Results Compared to Localized Significance Thresholds (LSTs) Source: SCAQMD Mass Rate Look -up Tables for 1 to 2 acres in Northwest Sen Bernardino Vary (Air Monitoring Area #32) at 25 meters (82 teat) from Project site (emissions source) As shown in Table 4.3-1 and Table 4.3-2, Project construction and operation emissions are below the applicable SCAQMD regional and localized mass emissions thresholds of significance.9 In addition, the Project would be required to comply with applicable rules in the SCAQMD Rule Book, Regulation IV - Prohibitions,l° such as Rule 403 for fugitive dust suppression. Examples of Rule 403 control measures include, but are not limited to: Maintain stability of soil through pre -watering of site prior to clearing and grubbing, during clearing and grubbing activities, and after clearing and grubbing activities. Pre -water soils prior to cut and fill activities and stabilize soil during and after cut and fill activities. Stabilize material while loading to reduce fugitive dust emissions; maintain at least six inches of freeboard on haul vehicles; stabilize material while transporting to reduce fugitive dust emissions; stabilize material while unloading to reduce fugitive dust emissions; and comply with Vehicle Code §23114. Considering the Project would not result in population growth and mass emissions are below the thresholds of significance, the Project would not conflict with or obstruct implementation of the AQMP, and impacts are considered less than significant b) violate any air quality standard or contribute substantially to an existing or projected air quality violation% Less than Significant Impact The Project would result in short-term air quality impacts from vehicle/equipment exhaust and fugitive dust from ground disturbing activities during construction. Operation phase air quality impacts are expected to be limited to lighting and vehicular traffic on the widened street. As shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3 above, the Project's estimated construction and operation mass emissions of criterial pollutants 9 Athena Environmental (2o18, June 6). CdEEMod Project Air Emissions Calculations 10 South Coast Air Quality Management District (2o18). SCAQMD Rule Book. Regulation N — Prohibitions 20 Emissions auntie per day) NOx CO PM10 PM23 Construction CalEEMod Emissions 19.50 10.6 , 2.93 3.74 Conshuchm Thresholds 118 863 5 4 Exceed Thresholds? No No No No Operation 8.000Oe- 8.8000e- 3.000Oe- 3.000Oe- CalEEMod Emissions 005 003 005 005 Operation Thresholds 118 863 2 1 Exceed Thresholds? No No No No Source: SCAQMD Mass Rate Look -up Tables for 1 to 2 acres in Northwest Sen Bernardino Vary (Air Monitoring Area #32) at 25 meters (82 teat) from Project site (emissions source) As shown in Table 4.3-1 and Table 4.3-2, Project construction and operation emissions are below the applicable SCAQMD regional and localized mass emissions thresholds of significance.9 In addition, the Project would be required to comply with applicable rules in the SCAQMD Rule Book, Regulation IV - Prohibitions,l° such as Rule 403 for fugitive dust suppression. Examples of Rule 403 control measures include, but are not limited to: Maintain stability of soil through pre -watering of site prior to clearing and grubbing, during clearing and grubbing activities, and after clearing and grubbing activities. Pre -water soils prior to cut and fill activities and stabilize soil during and after cut and fill activities. Stabilize material while loading to reduce fugitive dust emissions; maintain at least six inches of freeboard on haul vehicles; stabilize material while transporting to reduce fugitive dust emissions; stabilize material while unloading to reduce fugitive dust emissions; and comply with Vehicle Code §23114. Considering the Project would not result in population growth and mass emissions are below the thresholds of significance, the Project would not conflict with or obstruct implementation of the AQMP, and impacts are considered less than significant b) violate any air quality standard or contribute substantially to an existing or projected air quality violation% Less than Significant Impact The Project would result in short-term air quality impacts from vehicle/equipment exhaust and fugitive dust from ground disturbing activities during construction. Operation phase air quality impacts are expected to be limited to lighting and vehicular traffic on the widened street. As shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3 above, the Project's estimated construction and operation mass emissions of criterial pollutants 9 Athena Environmental (2o18, June 6). CdEEMod Project Air Emissions Calculations 10 South Coast Air Quality Management District (2o18). SCAQMD Rule Book. Regulation N — Prohibitions 20 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40& Street 4.0 — Environmental Impact Analysis November 5, 2018 are below the applicable SCAQMD thresholds of significance. Therefore, the Project is not expected to violate any air quality standard or contribute substantially to an existing or projected air quality violation and potential impacts are considered less than significant. 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 emissions which exceed quantitative thresholds for ozone precursors)? Less than Significant Impact The Project would result in emissions of non -attainment criteria air pollutants. However, as shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3 above, the Project's estimated construction and operation mass emissions are below the SCAQMD quantitative thresholds of significance for all pollutants including PMS,, PM24, CO, NOx, VOC, and SOx. In addition, compliance with applicable SCAQMD rules and regulations, such as Rule 403 (fugitive dust), would further minimize fugitive dust and its contribution to a cumulative impact This rule prohibits emissions of fugitive dust from any active operation, open storage pile, or disturbed surface area, such that the dust remains visible beyond the emission source property line. The Project plans to water exposed areas approximately two times a day during active earth work Since the Project's anticipated emissions are under the thresholds of significance and because the Project would be subject to compliance with SCAQMD rules and regulations, the Project is not expected to result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is in non -attainment under an applicable federal or state ambient air quality standard, and potential impacts are considered less than significant. d) Expose sensitive receptors to substantial pollutant concentrations? Less than Significant Impact Sensitive receptors include a class of receivers considered "sensitive" to environmental factors. By definition sensitive receptors include, but are not limited to, residential uses, hospitals, schools, daycare facilities, elderly housing, and convalescent facilities. The Project would be close to residences located along H Street All off-road construction equipment and some support vehicles are expected to be diesel fueled. Diesel exhaust particulate matter qualifies as a Toxic Air Contaminant by the State of California as defined in California Health and Safety Code §39655• Particulate matter from diesel - fueled engines (diesel PM) contributes over 7o% of the known risk from air toxics today. Reducing the public's exposure to diesel PM is one of ARB's highest priorities, with an aggressive plan to require cleaner diesel fuel and cleaner diesel engines and vehicles. As a result, trucks and cars today are 95% cleaner than just 30 years ago.- Construction activity would be short-lived and would be required to comply with applicable SCAQMD rules and regulations to ensure a clean construction site. The Project would increase the capacity of the street segment but would not induce an increase in traffic congestion. Construction and operation of the Project would not exceed any thresholds of significance for criteria pollutants. As shown in Table 4.3-1, Table 4.3-2, and Table 4.3-3, the Project's estimated construction and operation mass emissions are below the applicable SCAQMD 11 California Air Resources Board (2o18). Reducing Toxic Air Pollutants in California's Communities 21 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.o — Environmental Impact Analysis November 5, 2018 thresholds of significance. Therefore, the Project is not expected to expose sensitive receptors to substantial pollutant concentrations and potential impacts are less than significant. e) Create objectionable odors affecting a substantial number of people? Less than Significant Impact Odors are one of the most obvious forms of air pollution to the general public. Odors can present significant problems for both the source and the surrounding community. Although offensive odors seldom cause physical harm, they can cause agitation, anger, and concern to the general public. Most people determine an odor to be offensive (objectionable) if it is sensed longer than the duration of a human breath; typically, two to five seconds. Potential odors associated with the Project would be diesel exhaust during the construction period. However, construction vehicle emissions at the Project site would be short-term, intermittent, and subject to air dispersion. These odors, if perceptible, are common in the environment, would dissipate rapidly as they mix with the surrounding air, and would be of very limited duration. In addition, the Project would be subject to compliance with SCAQMD's Rule Book Regulation IV — Prohibitions, Rule 402, regarding nuisance. SCAQMD Rule 402 states, "A person shall not discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health or safety of any such persons or the public or which cause, or have a natural tendency to cause, injury or damage to business or propertyn." The Project contractor would be subject to enforcement with said rules. Therefore, any potential odor impacts would be considered less than significant. 12 City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental impact Report, Chapter 5 Environmental Analysis. Page 5.2-22 22 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.4 Biological Resources Issues Potentially Significant Impact Less Than Significant Impact with Mitigation Incorporated Less Than Significant Impact No Impact 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? 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 Department of Fish and Game or U.S. Fish and Wildiife 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 removal, filing, 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 native wildlife nursery sites? e) Conflict with any local policies or ordinances protecting ❑ ❑ ® ❑ biological resources, such as a tree preservation policy or ordinance? f) Conflict with the provisions of an adopted Habitat ❑ ❑ ❑ 10 Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? 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 H Street between Kendall Drive and 40th Street is urbanized. While the street is landscaped with ornamental lawn, shrubs, and trees in some sections, the Project is located in an area that does not provide linkage to wildlife corridors and native habitat that would support candidate, sensitive, or special status species in local or regional 23 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 plans, policies, or regulations protected by the California Department of Fish and Wildlife or the U.S. Fish and Wildlife Service.13 Flora and fauna species that exist in the Project area are considered common, rather than endangered or threatened species. No impact to any state or federal protected species directly or through habitat modification is anticipated. 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 Department of Fish and Game or U.S. Dish and Wildlife Service? No Impact Riparian habitat is associated with areas that become saturated with water from surface or groundwater resources and retain enough water to enable riparian flora and fauna to thrive. Given ongoing development pressures of urbanization, coupled with insensitive development patterns, natural riparian habitat systems are often lacking in urban areas. Such is also true of other sensitive habitats, such as native grasslands, scrub habitat, or forest lands. The Project site is urbanized street right-of-way. No impact to sensitive habitat would result from the Project. c) Have a substantial adverse effect on federally protected wetlands as defined by Section 4o4 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? No Impact The City of San Bernardino contains three large watercourses (i.e., Cajon Canyon Wash, Lytle Creek Wash, and the Santa Ana River) that traverse portions of the City as tributaries within the Santa Ana watershed and that are determined to be "waters of the U.S." under Section 4o4 of the Clean Water Act. Several tributaries, including East Twin Creek, Warm Creek, Lytle Creek, and City Creek traverse the urbanized portions of the City as flood control channels and canals that are tributary to the Santa Ana River. Within the developed area of the northwest portion of the City drainage features have been modified for flood control, including reservoirs, flood control basins, and percolation basins constructed to receive flow from drainages including Devil Canyon, Bailey Canyon, West Twin Creek, and East Twin Creek.14A sandy, rock bottom open flood control channel, referred to as Devil Creek Channel, traverses under H Street near Rendall Drive in the Project area to a flood control basin, referred to as Little Mountain Basin on Google Maps. The approximately 40 -foot -wide flood control channel is dry and devoid of vegetation, and the approximately 1,6og-foot wide flood control basin is dry with a bottom of ruderal grasses. The Project would not result in any direct physical impacts to the flood control channel or the detention basin, and no impact to protected wetlands would result from the Project. 13 City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Figure 5.3-1 Potential Habitat for Sensitive Species. Page 5.3-5 14 Ibid., Pages 5.13-18 and 5.13-19 24 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 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? Less than Significant Impact with Mitigation Incorporated The Project site does not provide habitat for migratory fish, and the Project is located in an urbanized area that does not provide linkage to wildlife corridors and native habitat. However, while the Project area does not have native habitat due to urbanization, the Project area is lined with ornamental trees near the middle of the street that could provide nesting habitat to birds protected under the Migratory Bird Treaty Act (MBTA) and the California Fish and Game Code §3503, §3503.5, and §3513, such as ducks, geese, songbirds, gulls, shorebirds, wading birds, and/or birds of prey. If Project activities occur during the bird nesting season (typically February 15 through September 1), a nesting bird survey should be performed prior to construction to attenuate the potential for significant impact to migratory birds. The following mitigation measure would reduce potential impacts to migratory birds to less than significant. BIO -i Conduct Nesting Bird Surveys. To the extent feasible, conduct vegetation removal outside of the nesting bird season (generally between February 15 and September 1). If vegetation removal is required during the nesting bird season, conduct take avoidance surveys for nesting birds within loo feet of areas proposed for vegetation removal. Surveys should be conducted by a qualified biologist(s) within 3 days of vegetation removal. If active nests are observed, a qualified biologist will determine appropriate minimum disturbance buffers or other adaptive mitigation techniques (e.g., biological monitoring of active nests during construction -related activities, staggered schedules) to ensure that impacts to nesting birds are avoided until the nest is no longer active. e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Less than Significant Impact If any tree trimming or removal becomes necessary for construction of the Project, adherence with the CMC Chapter 12.40 Street Trees would be required. Section 12.40.o6o, Authorized removal of tree — criteria, authorizes the Director of Public Services to remove or approve the removal of those trees that which: diseased; constitute a traffic hazard, threaten to damage sidewalks, curbs or gutters; are not in conformity with adopted specifications; interfere with street widening; are located in a business district; obstruct the moving of houses; block proposed driveways or entrances to private property; or interfere with or damage sewers or water lines. With adherence to the City code, impacts would be less than significant. 25 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact The Project site is not located within an adopted Habitat Conversation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. As a result, the Project would not conflict with any applicable habitat or natural community conservation plans. 26 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40* Street 4.0 — Environmental Impact Analysis November 5, 2018 4.5 Cultural Resources Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant Impact No Impact CULTURAL AND PALEONTOLOGICAL RESOURCES: Would the project a) Cause a substantial adverse change in the signficance of 0 a historical resource as defined in §15064.5? b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5? c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? d) Disturb any human remains, including those interred outside of formal cemeteries? a) Cause a substantial adverse change in the significance of a historical resource as defined in §15o64.5? No Impact According to §15o64.5 of the CEQA Guidelines, generally, a resource is considered "historically significant" by a lead agency if the resource meets the criteria for listing on the California Register of Historical Resources (Cali, forma Public Resources Code, §5024.1, Title 14 CCR, §4852) including the following: (A) is associated with events that have made a significant contribution to the broad patterns of California's history and cultural heritage; (B) is associated with the lives of persons important in our past; (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. A historical resource could be an object, budding, structure, site, area, place, record, or manuscript which a lead agency determines to be historically significant based on the above -stated criteria, provided the lead agency's determination is supported by substantial evidence in light of the whole record. The Project would result in improvements to the existing street right-of-way. A few mailboxes located at the frontage of homes along H Street would need to be relocated for widening of the Project. However, no impairment to existing residents or commercial businesses along H Street would result. As proposed, the Project would not cause a substantial adverse change to the significance of historic resources as defined in CEQA Guidelines §15o64.5 and no impacts are anticipated. b) Cause a substantial adverse change in the siR;gnificance of an archaeological resource pursuant to §i5o64.5? Less than Significant Impact with Mitigation Incorporated According to the Figure 5.4-2 Archaeological Sensitivities of the City's General Plan EIR, the Project isn't located in an area with high potential for archeological resources. 27 Initial Study/Mitigated Negative Dedlaration Widening of H Sheet between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2o18 Improvements to H Street for the Project would result in relatively shallow subsurface impacts and occur primarily within areas of existing engineered fill material resulting from the original development of H Street and its residences and businesses between Kendall Drive and 4o& Street. While Project improvements are not anticipated to impact native base rock or native soils that could contain unique archaeological sites deemed significant per §15064.5 of the CEQA Guidelines, Mitigation Measure CULT i would reduce the potential for impact to less than significant. CULT -1 Archeological Resources. If unanticipated cultural resources are unearthed during construction excavations, the contractor shall cease all earth -disturbing activities within a loo -foot radius of the area of discovery until the discovery can be evaluated by a qualified paleontologist to assess the significance of such resources and shall meet with the City Director of Development Services to assess the significance of such resources and shall meet and confer regarding mitigation for such resources in order to comply with California Public Resources Code §21083.2(b). c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Less than Significant Impact with Mitigation Incorporated Paleontological fossils are typically encountered during grading in geologic formations that contain important non -human fossil. The Project would result in shallow subsurface impacts within a developed area that contains engineered fill material within street right of way. While Project improvements are not anticipated to impact native base rock or native sods that could contain unique paleontological sites, implementation of Mitigation Measure CULT -2 would reduce the potential for significant impact to paleontological resources to less than significant. CULT -2 Paleontological Resources. If unanticipated paleontological resources are unearthed during construction excavations, the contractor shall cease all earth -disturbing activities within a loo -foot radius of the area of discovery until the discovery can be evaluated by a paleontologist to assess the significance of such resources and shall meet with the City Director of Development Services to confer regarding mitigation for such resources in order to comply with California Public Resources Code §5097.5• 28 Initial Study/N ligated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 d) Disturb any human remains, including those interred outside of formal cemeteries? Less than Significant Impact with Mitigation Incorporated The closest cemetery to the proposed Project alignment is Mountain View Mortuary located approximately 1.27 miles south of H Street and Kendall Drive. Project activity would not impact the cemetery. Though unlikely, Mitigation Measure CULT -3 would reduce impacts to human remains to less than significant. CULT -3 Human Remains. If human remains are encountered, California Health and Safety Code §7050.5 states that no further disturbance shall occur until the San Bernardino County Coroner has made the necessary findings as to origin. Further, pursuant to California Public Resources Code §5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the San Bernardino County Coroner determines the remains to be Native American, the Native American Heritage Commission must be contacted within 24 hours. The Native American Heritage Commission must then immediately identify the "most likely descendants(s)" for purposes of receiving notification of discovery. The most likely descendant(s) shall then make recommendations within 48 hours and engage in consultation concerning the treatment of the remains as provided in Public Resources Code §5097.98- 29 Initial Study/Mitigated Negative Ded immflon Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.6 Geology and Soils a) Erose 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. Less than Significant Impact The main purpose of the Alquist-Priolo Earthquake Fault Zoning Act is to prevent the construction of buildings used for human occupancy on the surface trace of active faults. It requires any structure for human occupation to be set back atleast 50400t from an active fault. According to the California Geologic Survey (CGS), faults are classified as 30 Less Than Significant Potentially ImpactWith Less Than Issues Significant Mitigation Significant Impact Incorporated_ Impact No Impact 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. i) Strong seismic ground shaking? ❑ ❑ ® ❑ iii) Seismic -related ground failure, including ❑ ❑ ® ❑ liquefaction. iv) Landslides ❑ ❑ ® ❑ b) Result in substantial soil erosion or the loss of topsoil? ❑ ❑ c) Be located on a geologic unit or sod that is unstable, ❑ ❑ ® ❑ or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spread', subsidence, liquefaction of collapse? d) Be located on expansive soil, as defined in Table 18- ❑ ❑ ® ❑ 1-B of the Uniform Building code (1997), creating substantial risks to life or property? e) Have soils incapable of adequately supporting the use ❑ ❑ ❑ of septic tanks or altemative wastewater disposal systems where sewers are not available for the disposal of wastewater? a) Erose 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. Less than Significant Impact The main purpose of the Alquist-Priolo Earthquake Fault Zoning Act is to prevent the construction of buildings used for human occupancy on the surface trace of active faults. It requires any structure for human occupation to be set back atleast 50400t from an active fault. According to the California Geologic Survey (CGS), faults are classified as 30 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 401h Street 4.0 — Environmental Impact Analysis November 5, 2oi8 active, potentially active, or inactive. Under Alquist-Priolo Earthquake Fault Zoning Map Act, the State of California defines active faults as faults that have historically produced earthquakes or shown evidence of movement within the past u,000 years (during the Holocene Epoch). -5 The Project site is located in the seismically active Southern California region characterized by major faults and fault zones. The principal source of seismic activity in the City of San Bernardino is the San Andreas, San Jacinto, Glen Helen, and Loma Linda fault zones.i6 San Andreas Fault System is nearest to the Project site and located approximately 1.4 miles to the north. Policy 10.7.3 enforces the requirements of the California Seismic Hazards Mapping and Alquist-Priolo Earthquake Fault Zoning Acts when siting, evaluating, and constructing new projects within the City. Based on the General Plan Alquist-Priolo Study Zones, the Project site is not located within a currently designated Alquist-Priolo (AP) Earthquake Fault Zonel7 and impacts to people or structures, including risk of loss, injury, or death, would be less than significant. ii) Strong seismic ground shalang? Less than Significant Impact The subject site, Jae the rest of Southern California, is located within a seismically active region as a result of being located near the active margin between the North American and Pacific tectonic plates. Because of the potential for geologic and seismic hazards in the City, the City adopted policies for the protection of the community against geologic and seismic hazards pursuant to California Government Code §65302. Policy 10.7.2 Require geologic and geotechnical investigations for new development in areas adjacent to known fault locations and approximate fault locations as part of the environmental and/or development review process and enforce structural setbacks from faults identified through those investigations. The Project involves improvements to the existing right of way for safety and utility on H Street and does not involve new development. Therefore, impacts to people or structures, including risk of loss, injury, or death, associated with seismic ground -shaking would be less than significant as a result of the Project. iii) Seismic -related ground failure, including liquefaction? Less than Significant Impact Ground shaking can induce "secondary" seismic hazards such as liquefaction, dynamic densification, and ground rupture, including dynamic settlement (liquefaction and/or dry settlement). Liquefaction is the transformation of a granular material from a solid state into a liquefied state due to increased pore -water pressures. Soils and clastic sediment with particle size in the medium sand to silt range are particularly susceptible to liquefaction when they are saturated with water and shaken by an earthquake. Liquefaction at or near the surface can result in foundation failure and property damage.i8 No groundwater was encountered in any of the four shallow exploratory hand - 15 California Department of Conservation, Division of Mines and Geology. The Alquist-Paolo Earthquake Fault Zoning Act. 16 City of San Bernardino (2005, November 1). General Plan. Chapter io Safety. Page io-i7 17 Ibid., Figure S-3 Alquist-Priolo Fault Zone. Pages io-i8 18 City of San Bernardino (2oi8). City Municipal Code 31 Initial Study/M'iti'gated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street 4.o - Environmental Impact Analysis November 5, 2018 augered borings and indication of a static, near -surface groundwater table were not observed during the exploration for the Project -specific Groundwater Investigation Report prepared by NV5 in April 2018. According to the Liquefaction Susceptibility map the of the City's General Plan, the Project is located approximately 1 mile west of areas of moderate to high liquefaction potential. In addition, the Project would comply with CMC Chapter 15.o8 Liquefaction for development of the Project. The Geotechnical Investigation Report recommends continuous observation by the Geotechnical Engineer during construction for evaluation of the soil conditions as they are encountered, and allows the opportunity to recommend appropriate revisions where necessary. Therefore, potential impacts associated with seismic -related failure, including liquefaction, are considered less than significant. iv) Landslides? Less than Significant Impact The Project site is located in street right of way, developed with asphalt and concrete, and is relatively level. According to the Slope Stability and Major Landslides map in the City's General Plan,19 the Project area is not located immediately in a landslide hazard area. As a result, the potential for a landslide would be considered less than significant for the Project area. b) Result in substantial soil erosion or the loss of topsoil? Less than Significant Impact The Geological Investigation Report performed by NV5 and located in Appendix C of this IS/MND observed sand and gravel located beneath the asphalt concrete within the four core/borings investigated for the Project. Construction of the Project could result in soil erosion or loss of topsoil during grubbing and grading activity. In existing areas of pavement that exhibit minor cracking and with no extreme distress or deterioration, the report recommends pavement overlays. Where viable, pavement overlays require a minimum of one -inch pavement grinding prior to the overlay of fresh pavement surface. In areas that would require topsoil exposure for construction of new pavement, exposed soils would be compacted and paved over quickly. As a result, soil erosion or loss of topsoil would be less than significant as a result of the Project. 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 of collapse? Less than Significant Impact The Project would comply with all geotechnical earthwork and grading specifications outlined in Project -specific Geotechnical Investigation Report signed by the Project geotechnical engineer and located in Appendix B of this IS/MND. The report provides recommendations for pavement preparation based on existing subgrade soil, compaction requirements, slope stability, drainage, soil corrosivity and other pertinent geotechnical 19 City of San Bernardino (2oo5, November 1). General Plan, Chapter 10 Safety. Figure S-7 Slope Stability and Major Landslides. Page 10-33 32 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4od, Street 4.0 — Environmental Impact Analysis November 5, 2oi8 items. The project site is not located in an area susceptible to landslide as the site and the surrounding area is flat. Compliance with the Project -specific pavement investigation and report, City municipal code (e.g., CMC Title 12, Streets, Sidewalks, and Public Places and Title 15, Building and Construction) and General Plan safety goals and policies would render impacts resulting from geologic stability to less than significant. d) Be located on expansive soil, as defined in Table i8 -i -B of the Uniform Building code (1997), creating substantial risks to life or property? Less than Significant Impact Expansive soils shrink when dry and swell when wet as a result of a high percentage of clay. Expansion can exert enough pressure to crack sidewalks, driveways, basement floors, pipelines, and even foundations. Subgrade soils on the Project site are composed of sand and gravel2O. Existing fill should be considered suitable for re -use as compacted fills provided recommendations of the Project -specific Geotechnical Investigation Report is adhered to during construction of the Project Compliance with the geotechnical investigation report and applicable City building and construction codes would lessen impacts associated with any potential for expansive soils to less than significant. e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? No Impact The Project does not involve the use of septic tanks or alternative waste disposal systems. Therefore, no impact related to incapability of soil to support the use of septic tanks or alternative wastewater disposal systems would occur. 20 NV5 (2oi8, April 2). Environmental and Civil Engineering Services for the Widening of H Street San Bernardino, California. Pages 2-3 33 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 4.7 Greenhouse Gases b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Less than Significant Impact Greenhouse gas (GHG), as codified in CEQA Guidelines §1064.5, includes but is not limited to, carbon dioxide, methane, nitrous oxide, hydrofluorocarbons, perfluoro- carbons, and sulfur hexafluoride. Greenhouse gases are gases that cause and contribute to climate change, commonly referred to as global warming. They vary in potency and are usually measured in tons or million metric tons of carbon dioxide equivalents. Transportation followed by electricity generation and natural gas used in buildings are the largest sources of California's GHG emissions.= As legislation like Assembly Btu 32 (California Global Warming Solution Act of 20o6), California Senate Bill 97 and Executive Order S -3-o5 have brought the requirement for GHG reductions to the forefront of Californian conscientious, GHG reductions have become important through increased vehicle fuel efficiency, building energy efficiency, and increased reliance on renewable energy sources. Project construction would occur with minimal equipment over an 8o -working period and is not anticipated to create any substantial long-term GHGs for the Project area. Operation GHG emissions are expected to be limited to existing street lighting and existing vehicular traffic. Project construction and operation GHG emissions have been estimated using the CalEEMod M6.3.i. Estimated total Project construction and annual operation GHG emissions are presented below in Table 4.7-1. Refer to Appendix A of this IS/MND for a review of the CalEEMod Project air emissions calculations. 21 Institute of Local Government (2o11, September). Evaluating Greenhouse Gas Emissions as Part of California's Environ menta] Review Process: ALocal Official's Guide 34 Less Than Significant Potentially Impact With Less Than Issues Significant Mitigation Significant Impact Incorporated Impact No Impact GREENHOUSE GASES: Would the project: a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Less than Significant Impact Greenhouse gas (GHG), as codified in CEQA Guidelines §1064.5, includes but is not limited to, carbon dioxide, methane, nitrous oxide, hydrofluorocarbons, perfluoro- carbons, and sulfur hexafluoride. Greenhouse gases are gases that cause and contribute to climate change, commonly referred to as global warming. They vary in potency and are usually measured in tons or million metric tons of carbon dioxide equivalents. Transportation followed by electricity generation and natural gas used in buildings are the largest sources of California's GHG emissions.= As legislation like Assembly Btu 32 (California Global Warming Solution Act of 20o6), California Senate Bill 97 and Executive Order S -3-o5 have brought the requirement for GHG reductions to the forefront of Californian conscientious, GHG reductions have become important through increased vehicle fuel efficiency, building energy efficiency, and increased reliance on renewable energy sources. Project construction would occur with minimal equipment over an 8o -working period and is not anticipated to create any substantial long-term GHGs for the Project area. Operation GHG emissions are expected to be limited to existing street lighting and existing vehicular traffic. Project construction and operation GHG emissions have been estimated using the CalEEMod M6.3.i. Estimated total Project construction and annual operation GHG emissions are presented below in Table 4.7-1. Refer to Appendix A of this IS/MND for a review of the CalEEMod Project air emissions calculations. 21 Institute of Local Government (2o11, September). Evaluating Greenhouse Gas Emissions as Part of California's Environ menta] Review Process: ALocal Official's Guide 34 Initial Stady/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 Table 4.7-1 Estimated Project GHG Emissions COW Emissions Metric Tons per Year Construction Total 60.40 Operation total (per year) 2.2600e- 003 Source: Athena EWronrnvM (2018. June 6) CaIEEMod Project Ar Ern sloes calcuanarrs. r) = Carbon dioxide equivalent The CARB GHG threshold for industrial facilities is io,000 MT per year CO2eq.22 However, to date, neither CARB, SCAQMD, nor the City of San Bernardino have adopted significance thresholds for GHG emissions for street maintenance under CEQA. Considering the short-term nature of construction activities as well as the minimal total GHG emissions estimated for Project construction and operation, the Project is not expected to generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment. Therefore, potential impacts associated with GHG emissions from the Project would be less than significant. b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? No Impact The Project envisions improving H Street between Kendall Drive and 40th Street. While the Project would enable increased level of vehicular service on H Street in the Project alignment it would not cause an increase in population or traffic. The Project would improve the street with sidewalks enabling greater pedestrian use, which could contribute to a reduction of car use in the neighborhood and thereby contribute to a small reduction in GHGs. Given that the Project would not induce an increase in population or traffic, it is anticipated that construction of the Project would not generate GHG emissions that would impact the regional GHG attainment goals as identified in Table 4.7-1 above. Therefore, the Project would not impact an applicable plan, policy, or regulation related to GHG emissions. 22 South Coast Air Quality Management District (2018). Draft Guidance Document — Interim CEQA Greenhouse Gas (GHG) Significance Threshold, October 2oo8 35 Initial StudylWitigated Negative Declam ion Widening of H Street between Kendall Drive and 40'& Street 4.0 — Environmental Impact Analysis November 5, 2018 4.8 Hazards and Hazardous Materials Issues Potentially Significant Impact Less Than Significant ImpactWith Mitigation Incorporated Less Than Significant Impact No Impact 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? b) Create a significant hazard to the public or the ❑ ® ❑ ❑ environment through reasonably foreseeable upset and accident conditions invoWg the release of hazardous materials into the environment? c) Emit hazardous emissions or handle hazardous or ❑ ® ❑ ❑ acutely hazardous materials, substances, or waste- astewithin withinone-quarter mile of an odsting or proposed school? d) Be located on a site which is included on a fist of ❑ ❑ ❑ hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a resuk would it create a significant hazard to the public orthe envimment? e) Impair implementation of or physically interfere with an ❑ ❑ ® ❑ adopted emergency response plan or emergency evacuation plan? f) Expose people or structures to a significant risk of loss, ❑ ❑ ® ❑ injury or death involving wildland fires, including where wikliands are adjacent to urbanized areas or where residences are intermixed with wildlands? a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? Less than Significant Impact with Mitigation Incorporated Construction activities associated with the proposed Project would use small quantities of hazardous and flammable substances routinely utilized in the operation of equipment and vehicles, including but not limited to, oil, diesel fuel, and transmission fluid. Transport, use, or disposal of these hazardous substances during construction would occur according to instructions provided by the product manufacturer, including proper methods of storage and disposal. The potential for the release of these materials is considered low and, even if a release were to occur it would not result in a significant hazard to the public, surrounding uses, or the environment due to the small quantities of these materials associated with construction and operation. However, to ensure the Project area is kept clean and free of hazards during construction, the Project would implement Mitigation Measure HAZ-1 described below. Therefore, the 36 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o'h Street 4.0 — Environmental Impact Analysis November 5, 2oi8 proposed Project would have a less than significant impact with mitigation incorporated on the public or the environment as a result of the routine transport, use, or disposal of hazardous materials. E AZ -1 Spill Prevention and Clean-up Best Management Practices. To reduce the potential for materials and pollutants associated with construction to be discharged to the environment, the Project Proponent will implement the following: • Containment and cleanup equipment (e.g., absorbent pads, mats, socks, granules, drip pans, shovels, and lined clean drums) will be at the staging areas and construction site for use, as needed. • Staging areas where refueling, storage, and maintenance of equipment occur will not be located within ioo feet of drainages to reduce the potential for contamination by spills. • Construction equipment will be maintained and kept in good operating condition to reduce the likelihood of line breaks or leakage. • No refueling or servicing will be done without absorbent material (e.g. absorbent pads, mats, socks, pillows, and granules) or drip pans underneath to contain spilled material. If these activities result in an accumulation of materials on the soil, the soil will be removed and disposed of properly. • If a spill is detected, construction activity will crease immediately, and the Contractor will immediately react to safely contain and remove spilled materials. • Spill areas will be restored to pre -spill conditions, as practicable. 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 Impact with Mitigation Incorporated The Project would involve the use of asphalt, slurry seal, paint, and solvents during construction. Use and storage of such hazardous materials would be required to comply with product labeling. As discussed above in item 4.8 a), the Project would implement spill prevention and clean-up best management practices identified in Mitigation Measure HAZ-i described above to reduce the potential for the release of hazard to the public or the environment through during construction of the Project. As a result, impacts to the public and environment from hazardous materials would be less than significant. 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 with Mitigation Incorporated The Project would involve the use of asphalt, slurry seal, paint, and solvents during construction use and storage of which would be required to comply with product labeling. Newmark Elementary School is the nearest school to the Project site located approximately 2,904 feet to the northwest of the anticipated construction route. The 37 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 proposed Project does not involve transporting or emitting acutely hazardous materials that could result in a danger to a nearby school. As described in question 4.8 a) and b) above, to ensure the Project area is kept clean and free of hazards during construction, the Project would implement Mitigation Measure HAZ-1 described above. Impacts resulting from emission of acutely hazardous materials would be less than significant impact with mitigation incorporated 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? No Impact The proposed Project is not located on a site included on a list of hazardous materials sites compiled pursuant to California Government Code §65962.5. (www.envirostor.dtse.ca.gov/public/ or http://geotracker.waterboards.ca.gov accessed on June 4, 2o18). No impact would occur. e) Impair implementation of or physicaIIy interfere with an adopted emergency response plan or emergency evacuation plan? Less than Significant Impact The City of San Bernardino Emergency Plan details the functional responsibilities and interactions of the federal, state, and local governmental agencies as well as private organizations in the event of natural and/or human -related disasters. Included within the natural disaster category are earthquakes, geologic hazards, floods, and fires. Potential human -related disasters include hazardous materials incident, nuclear attack, and transportation -related accidents 23 The Project would enable through traffic and access to the residential and commercial uses within the Project alignment during construction and operation. The proposed Project would not conflict with emergency response access or procedures associated with an emergency response plan or evacuation plan. In addition, the Project would comply with fire codes and regulations. Impacts are considered less than significant. f) 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 wildlandsv Less than Significant Impact The Project site is located in an urbanized part of the City and is not located in or near a wildland arear or a designated high fire hazard zone.24The Project would not expose people or structures to wildland fires and impacts would be less than significant. 23 City of San Bernardino (2005, November 1). General Plan, Chapter i o Safety. Page 10-45 24 Ibid., Page 2-43 38 Initial Stndy/N itigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 - Environmental Impact Analysis November 5, 2018 4.9 Hydrology and Water Quality Issues Potentially Significant Impact Less Than Significant ImpactWith Mitigation Incorporated Less Than Significant Impact No Impact HYDROLOGY AND WATER QUALITY: Would the project: a) Violate any water quality standards or waste discharge ® E] requirements? b) Substantially deplete groundwater supplies or interfere ❑ 11 ❑ substantially with groundwater recharge such that there would be a net defick in aquifer volume or a lowering of the local groundwater table level (e.g., 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)? c) Substantially alter the existing drainage pattern of the D ® ❑ 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? d) Substantially alter the existing drainage pattern of the El ® ❑ 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? 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? f) Result in an increase in pollutant discharges to receiving ® ❑ waters? (Consider water quality parameters such as temperature, dissolved oxygen, turbidity and other typical stomp water pollutants [e.g., heavy metals, pathogens, petroleum derivatives, synthetic organics, sediment, nutrients, oxygen -demanding substances and trash].) g) Result in significant alteration of receiving water quality ® ❑ during or following construction? h) Result in increased impervious surfaces and associated ❑ ® 11 Increased runoff? i) Create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes? j) Result in increased erosion downstream? ❑ ® ❑ ❑ k) Result in an increase in any pollutant for which a ❑ El downstream water body is already impaired, as listed on the Clean Water Act Section 303(d) list? 39 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 I) Exacerbate already existing sensitive conditions to downstream environmentally sensitive area? m) Have a potentially significant adverse impact on the surface water quality of either marine, fresh or wetland waters? n) Have a potentially significant adverse impact on ground water qualit. o) Cause or contribute to an exceedance of applicable surface of groundwater receiving water quality objectives, policies or degradation of beneficial uses? p) Impact aquatic, wetland or riparian habitat? q) Odwwise substantially degrade water quality? r) Place housing within 100 -year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? s) Place within a 10year flood hazard area structures which would impede or redirect flood flows? t) Expose people or strictures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? u) Inundation by seiche, tsunami or mudlbw? Less Than Significant Potentially Impact With Significant Mitigation Impact Incorporated ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Less Than Significant Impact No Impact a) Violate any water quality standards or waste discharge requirements? Less than Significant Impact with Mitigation Incorporated The proposed Project would increase impervious surfaces due to the expansion from one lane to two lanes in either direction of H Street within the Project alignment. However, the existing storm drain system would adequately convey the loo -year flow rates; adequately treat the onsite flows for water quality purposes; and adequately address hydromodifications and mitigation for increased runoff on the Project site prior to entering the storm drain system in H Street. As a result, the Project would not result in downstream water pollution (e.g., bacterial indicators, metals nutrients pesticides, toxic organic compounds, sediments trash & debris, oil & grease), sedimentation, and/or flooding. Potential short-term surface water quality impacts related to Project construction activities include runoff of loose soils and/or construction wastes and fuels that could potentially percolate into the ground. However, the Project would be required to comply with Section 402 of the Clean Water Act, which requires the preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP) for construction 40 ❑ a) Violate any water quality standards or waste discharge requirements? Less than Significant Impact with Mitigation Incorporated The proposed Project would increase impervious surfaces due to the expansion from one lane to two lanes in either direction of H Street within the Project alignment. However, the existing storm drain system would adequately convey the loo -year flow rates; adequately treat the onsite flows for water quality purposes; and adequately address hydromodifications and mitigation for increased runoff on the Project site prior to entering the storm drain system in H Street. As a result, the Project would not result in downstream water pollution (e.g., bacterial indicators, metals nutrients pesticides, toxic organic compounds, sediments trash & debris, oil & grease), sedimentation, and/or flooding. Potential short-term surface water quality impacts related to Project construction activities include runoff of loose soils and/or construction wastes and fuels that could potentially percolate into the ground. However, the Project would be required to comply with Section 402 of the Clean Water Act, which requires the preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP) for construction 40 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4otk Street 4.0 — Environmental Impact Analysis November 5, 2oi8 impacts to 1 acre or more. Therefore, implementation of HYD -1 identified below would reduce impacts to less than significant. Implementation of the preliminary Project WQMP and Mitigation Measure HYD -1 would reduce impacts on water quality standards during construction to less than significant. HYD -1 Prepare and Implement Storm Water Pollution Prevention Plan (SWPPP). Prior to issuance of any Grading or Building Permit, and as part of the future development's compliance with the NPDES requirements, a Notice of Intent shall be prepared and submitted to the Santa Ana Regional Water Quality Control Board (RWQCB) providing notification and intent to comply with the State of California General Construction Permit. Also, a SWPPP shall be reviewed and approved by the Director of Public Works and the City Engineer for water quality construction activities on-site. A copy of the SWPPP shall be available and implemented at the construction site at all times. The SWPPP shall outline the source control and/or treatment control BMPs to avoid or mitigate runoff pollutants at the construction site to the maximum extent practicable." All recommendations in the Plan shall be implemented during area demolition/preparation, grading, and construction. The Project shall comply with each of the recommendations detailed in the Plan, and other such measure(s) as the City deems necessary to mitigate potential storm water runoff impacts. b) Substantiaft deplete groundwater supplies or interfere substantiaIIy 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 nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? No Impact According to the Geotechnical Investigation Report prepared by NV5 in April 2018, groundwater was not encountered in the field within any of the four cores/borings explored within H Street from Kendall Drive to 40th Street. The Project would widen and resurface the existing roadway and would not involve the extraction of groundwater. The Project is not anticipated to alter or deplete groundwater supplies or interfere with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level. No impact to groundwater would occur as a result of the Project. 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 Impact No stream or river exists on the Project site. The existing site drainage involves sheet flow into the City's municipal separate storm sewer system (MS4), commonly referred to as the storm drain system. In its built condition, the proposed Project would slightly 41 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.o — Environmental Impact Analysis November 5, 2018 increase impervious surface with the expansion of pavement to accommodate two lanes in either direction. Storm flows would continue to be accommodated by the City's storm drain system and 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 No stream or river exists on the Project site. The existing site drainage involves sheet flow into the City's storm drain system. In its built condition, the proposed Project would slightly increase impervious surface with the expansion of pavement to accommodate two lanes in either direction. Storm flows would continue to be accommodated by the storm drain system and impacts 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 While the Project would result in a slight increase in impervious surface for the widening of the street, the Project would not increase impervious surfaces and/or nuisance and storm flows such that flows could not be accommodated by the existing storm drain system. Therefore, the Project would not result in runoff that would exceed the capacity of existing or planned storm water drainage systems or result in downstream water pollution (e.g., pathogens, sedimentation, metals, hydrocarbons, nitrates). Impacts from Project runoff water to the storm drain system or water quality would be less than significant. f) Result in an increase in pollutant discharges to receiving waters? (Consider water quality parameters such as temperature, dissolved oxygen, turbidity and other typical storm water pollutants [e.g., heavy metals, pathogens, petroleum derivatives, synthetic organics, sediment, nutrients, oxygen -demanding substances and trash].) Less than Significant Impact with Mitigation Incorporated For construction water quality, the Project would be required to comply with Section 402 of the Clean Water Act, which requires the preparation and implementation of a SWPPP for impacts to i acre or more to ensure that pollutants are not discharged offsite and into the storm drain system during construction of the Project. While nuisance and storm flows would slightly increase in the Project's built condition as a result of the addition of impervious surface (i.e., pavement), any pollutants in nuisance or stormflows would reflect that on the existing street segment of H Street (e.g., vehicular gas, oil, and transmission fluid or fertilizer and pesticides from residential gardens). The Project would not result in a significant impact to water quality of receiving waters during Project operation and implementation of Mitigation Measures HYD -i would ensure that adverse impacts to water quality (i.e., pollutant discharge) are less than significant during construction. 42 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o'h Street 4.0 - Environmental Impact Analysis November 5, 2018 g) Result in significant alteration of receiving water quality during or following construction? Less than Significant Impact with Mitigation Incorporated The Project would not result in a significant alteration of receiving water quality as discussed above. In addition, the Project would implement BMPs associated with Mitigation Measure HYD -i, described in item a) above, during construction activities to minimize the potential of alteration, upset or depletion of hydrologic features. Impacts are anticipated to be less than significant with mitigation incorporated. h) Result in increased impervious surfaces and associated increased runoff? Less than Significant Impact The Project would increase impervious surfaces for development of an additional travel lane in either direction, curb and gutter, and 6 -foot sidewalks in either direction. Roadway runoff would be conveyed into the existing storm drain system that has the capacity to handle the flows generated by the proposed Project at completion. The MS4 would alleviate any potential for substantial increase in associated runoff. Impacts would be less than significant. i) Create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes? Less than Significant Impact The Project would only slightly increase impervious surface impacting percolation of nuisance and stormflows. Any runoff from H Street after improvements would not result in impact to drainage patterns, which would continue to flow into the MS4 and ultimately through the storm drain system east to the existing detention basin. As a result, impacts would be less than significant. j) Result in increased erosion downstream? Less than Significant Impact with Mitigation Incorporated The potential for downstream sedimentation during construction of the Project is possible given exposure of dirt during construction and the proximity of storm drain inlets along H Street. However, the Project would implement Mitigation Measure HYD -1 during construction activity and thereby reduce the potential for increased erosion downstream to less than significant with mitigation incorporated. k) Result in an increase in any pollutant for which a downstream water body is already impaired, as listed on the Clean Water Act Section 303(d) list? No Impact The Project site would not contribute storm drain flows to any natural stream or river. Any nuisance or stormflows would enter the storm drain system and flow into an approximately 26 -acre detention basin approximately 36o -feet east of the Project site. The storm drain system isn't listed on the Santa Ana RWQCB's 303(d) listed water bodies. No impact to an existing 303(d) listed water body is anticipated as a result of the Project. 43 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street 4.o — Environmental Impact Analysis November 5, 2018 1) Exacerbate already existing sensitive conditions to downstream environmentally sensitive area? No Impact The Project would not adversely impact sensitive conditions downstream. As discussed above, nuisance and storm flows would enter the storm drain system in H Street and flow into a large detention basin east of the Project site. No impact to a downstream environmentally sensitive area would result from the proposed Project. m) Have a potentially significant adverse impact on the surface water quality of either marine, fresh or wetland waters? No Impact The Project would not adversely impact sensitive conditions downstream, including to a marine, freshwater, or wetland area. As discussed above, nuisance and storm flows would enter the storm drain system in H Street and flow into a large detention basin east of the Project site. No impact to marine, freshwater, or wetland waters would result from the proposed Project. n) Have a potentially significant adverse impact on ground water quality? No Impact The Project would involve surface improvements to the street in the Project alignment. According to the Geotechnical Investigation Report prepared by NV5 in April 2018 and located in Appendix B of this IS/MND, no groundwater was encountered during the field testing. Additionally, as identified in question a) above, the Project would implement Mitigation Measures HYD -i requiring preparation of a SWPPP. The SWPPP shall outline the source control and/or treatment control BMPs to avoid or mitigate runoff pollutants at the construction site to the "maximum extent practicable." All recommendations in the SWPPP shall be implemented during area demolition/preparation, grading, and construction. No impact to ground water quality would occur as a result of the Project. o) Cause or contribute to an exceedance of applicable surface or groundwater receiving water quality objectives, policies or degradation of beneficial uses? Less than Significant Impact with Mitigation Incorporated For construction water quality, the Project would be required to comply with Section 402 of the Clean Water Act, which requires the preparation and implementation of a SWPPP for impacts to i acre or more to ensure that pollutants are not discharged offsite and into the storm drain system during construction of the Project. While nuisance and storm flows would slightly increase in the Project's built condition as a result of the addition of impervious surface (i.e. pavement), any pollutants in nuisance or stormflows would reflect that on the existing street segment of H Street (e.g., vehicular gas, oil, and transmission fluid or fertilizer and pesticides from residential gardens). The Project would not result in a significant impact to water quality of receiving waters during Project operation and implementation of Mitigation Measures HYD -i would ensure that adverse impacts to water quality (i.e. pollutant discharge) are less than significant during construction. Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental rmpaet Analysis November 5, 2018 in addition, implementation of Mitigation Measure HYD -i would ensure that adverse impacts to water quality (i.e., pollutant discharge) are less than significant with mitigation incorporated. p) Impact aquatic, wetland or riparian habitat? No Impact No aquatic, wetland, or riparian habitat exists on the Project site or immediately downstream. The Project would not adversely impact riparian areas downstream. As discussed above, nuisance and storm flows would enter the storm drain system in H Street and flow into a large detention basin east of the Project site. No impact to riparian areas would result from the proposed Project. q) Otherwise substantially degrade water quality? Less than Significant Impact with Mitigation Incorporated Potential short-term surface water quality impacts related to Project construction activities include runoff of loose soils and/or construction wastes, fluids, or fuels that could potentially percolate into the soil. To attenuate potential impacts associated with surface runoff and water quality standards, the proposed Project would implement Mitigation Measures HYD -i, described in question a) above. As a result, impacts on water quality standards would be less than significant with mitigation incorporated. r) Place housing within loo -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 Project would widen the existing street and does not involve placement of housing. Th Project site is not located within a ioo-year flood hazard area. (insert reference). No impact would occur. s) Place within a loo -year flood hazard area structures which would impede or redirect flood flows? No Impact The Project site is not located within a FEMA wo year flood zone. The open flood control drainage that travels west/east under the southern end of H Street and detention basin to the immediate east are within the loo year flood zone.25No impact would occur. 25 City of San Bernardino (2005, November 1). General Plan, Chapter 10 Safety. Figure S-11oo Year Flood Plain. Page 10-13 45 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.o — Environmental Impact Analysis November 5, 2018 t) 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 would widen and improve an existing road and would not create an increased flood risk to people or structures. The closest dam is the Seven Oaks Dam, located approximately 11.96 west of the Project site. The Project isn't located in the Seven Oaks Dam inundation area26. No impact would occur. U) Inundation by seiche, tsunami or mudflow? No Impact The Project is located inland and away from any open water source or flood control dam that could result in a seiche, tsunami, or mudflow. No impact would occur. zb City of San Bernardino (2oo5, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Figure 5.7-2 Seven Oaks Dam Inundation. Page 5.7-11 46 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o+h Street 4.0 — Environmental Impact Analysis November 5, 2018 4.10 Land Use and Planning Issue Potentially Significant Impact Less Than Signifi mt Impact With Mitigation Incorporated Less Than Significant Impact No Impact LAND USE AND PLANNING: Would the project: a) Physically divide an established onmmunfiy? El 10 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? c) Conflict with any applicable habitat conservation plan or natural community conservation plan? a) Physically divide an established community? No Impact The Project would result in functional improvement to H Street between Kendall Drive and 40th Street both for vehicular and pedestrian use. The Project would not introduce any development that would have the potential to physically divide an established community. The proposed Project would have a less than significant impact on an established community. 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 result in any changes to existing zoning or land use within the Project alignment and would not otherwise conflict with any existing land use plan, policy, or regulation as it relates to development of the Project site. The Project site is located within southeastern portion of the University Strategic Area. One strategy applicable to the Project for the area is neighborhood revitalization to improve the appearance and incorporate the design and landscape guidelines developed for the area, including but not limited to, landscaping, lighting, facade improvements, and safety (e.g., Neighborhood Watch programs)?? The Project would improve safety on H Street within existing right-of-way to include an additional travel lane, curb and gutter, sidewalks, parking and street lights in either direction. The Project would not be inconsistent with a 27 City of San Bernardino (2oo5, November 1). General Plan, Chapter 2 Land Use. Page 2-56 47 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o*h Street 4.0 — Environmental Impact Analysis November 5, 2oi8 land use plan, policy, regulation, general plan, specific plan, or zoning ordinance. No impact is anticipated. c) Conflict with any applicable habitat conservation plan or nataral community conservation plan? No Impact The Project is not located in a habitat conservation plan area or natural community conservation plan. The Project would not conflict with any applicable habitat or natural community conservation plans and no impacts are anticipated. 48 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.n Mineral Resources 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 Several areas within the San Bernardino region have been classified as Mineral Resource Zone 2 (MRZ-2). MRZ-2 are areas where the available geologic information indicates that there are significant mineral deposits or that there is a likelihood of significant mineral deposits.28 However, the Project site is located in an area classified as MRZ-1 where no significant mineral deposits are likely to be present 29 The Project would have no impact on protected mineral resources. 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 Mineral resources have been identified within the City of San Bernardino; however, no mineral resource recovery sites are known to exist in this area. No records of mineral resource recovery at the Project site, according to the City General Plan. No impact to mineral resource recovery would occur as a result of implementing the Project. 28 City of San Bernardino (2005, November 1). General Plan, Chapter 2 Land Use. Pages 2-12 to 2-13 29 City of San Bernardino (2005, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter,5 Environmental Analysis. Figure 5.9-1 49 Less Than Significant potentially ImpactWith Less Than S'rgnficant Mitigation Significant laaues Impact Incorporated hapact No Impact 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? b) Result in the loss of availability of a locally important El ED mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? 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 Several areas within the San Bernardino region have been classified as Mineral Resource Zone 2 (MRZ-2). MRZ-2 are areas where the available geologic information indicates that there are significant mineral deposits or that there is a likelihood of significant mineral deposits.28 However, the Project site is located in an area classified as MRZ-1 where no significant mineral deposits are likely to be present 29 The Project would have no impact on protected mineral resources. 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 Mineral resources have been identified within the City of San Bernardino; however, no mineral resource recovery sites are known to exist in this area. No records of mineral resource recovery at the Project site, according to the City General Plan. No impact to mineral resource recovery would occur as a result of implementing the Project. 28 City of San Bernardino (2005, November 1). General Plan, Chapter 2 Land Use. Pages 2-12 to 2-13 29 City of San Bernardino (2005, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter,5 Environmental Analysis. Figure 5.9-1 49 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5,2o18 4.12 Noise Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant Impact No Impact NOISE: Would the project: 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? b) Exposure of persons to or generation of excessive ❑ ❑ ® ❑ ground borne vibration or ground borne noise levels? c) A substantial permanent increase in ambient noise ❑ ❑ ® ❑ levels in the project vicinity above levels existing without the project? d) A substantial temporary or periodic increase in ambient ❑ ® ❑ ❑ noise levels in the project vicinity above levels existing without the 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 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 excessive noise levels? a) Exposwe 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 Impact with Mitigation Incorporated The Project would result in short-term construction noise associated with site preparation, grading, and paving of the widened street, curbs, gutters, and sidewalks. Pursuant to Section 8.54..070 of the CMC, construction activities are prohibited between the hours of 8:0o p.m. and 7.00 a.m. Additionally, Section 8.54.020 Prohibited Acts prohibits the operation or use between the hours of moo p.m. and 8:0o a.m. of any pile driver, steam shovel, pneumatic hammers, derrick, steam or electric hoist, power driven saw, or any other tool or apparatus, the use of which is attended by loud and excessive noise, except with the approval of the City. Construction noise for the transport of construction workers and equipment along the local access roads and noise generated at the job site during site preparation, grading, and building construction would incrementally increase during construction. The ordinance also mandates that construction activities shall be conducted in a manner that the 50 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 - Environmental Impact Analysis November 5, 2018 maximum noise levels at the affected structures would not exceed those listed in Table 4.12-i. Table 4.12-1 City of San Bernardino Interior and Exterior Noise Standards The City does not exempt construction activities from compliance with the City's Noise Ordinance. Construction noise is one of the most common mobile noise sources in the City and the use of pile drivers, drills, trucks, pavers, graders, and a variety of other equipment can result in short, sporadic elevated noise levels. Typical operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Construction noise reduction methods should be utilized to the maximum extent feasible near sensitive receptors, such as homes. Operational noise from vehicles and pedestrians utilizing H Street in the Project alignment could result in an incremental increase in noise levels. However, since the Project is not itself growth -inducing, any incremental increase in noise is not anticipated to result in exceedance of noise level standards and therefore would not be readily audible over ambient noise levels at any of the nearby sensitive receptors, namely the homes along H Street. Project operational noise would comply with the goals and policies of the City's General Plan and is not expected to expose sensitive receptors to excessive noise levels. To attenuate any potential nuisance from noise generated during construction of the Project, Mitigation Measures N -i is proposed to reduce impacts to less than significant. N-1 Implement Best Management Practices for Construction Noise. In addition to adherence with the construction hours of operation and noise standards presented in the CMC Section 18.54.070, the following measures are recommended to reduce construction and operation noise and vibrations emanating from the proposed project to less than significant: 1. During all project site excavation and grading on-site, construction contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturer standards. 2. The contractor shall place all stationary construction equipment so that emitted noise is directed away from the noise sensitive receptors nearest the project site. 51 Residential Medium (RM) Commercial General (CG -1) Interior Daily, except Sundays and holidays, 7:00 a.m. to 8:00 p.m. 45 dBA 55 dBA Exterior Daily, except Sundays and holidays, 7:00 a.m. to 8:00 p.m. 65 dBA — The City does not exempt construction activities from compliance with the City's Noise Ordinance. Construction noise is one of the most common mobile noise sources in the City and the use of pile drivers, drills, trucks, pavers, graders, and a variety of other equipment can result in short, sporadic elevated noise levels. Typical operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Construction noise reduction methods should be utilized to the maximum extent feasible near sensitive receptors, such as homes. Operational noise from vehicles and pedestrians utilizing H Street in the Project alignment could result in an incremental increase in noise levels. However, since the Project is not itself growth -inducing, any incremental increase in noise is not anticipated to result in exceedance of noise level standards and therefore would not be readily audible over ambient noise levels at any of the nearby sensitive receptors, namely the homes along H Street. Project operational noise would comply with the goals and policies of the City's General Plan and is not expected to expose sensitive receptors to excessive noise levels. To attenuate any potential nuisance from noise generated during construction of the Project, Mitigation Measures N -i is proposed to reduce impacts to less than significant. N-1 Implement Best Management Practices for Construction Noise. In addition to adherence with the construction hours of operation and noise standards presented in the CMC Section 18.54.070, the following measures are recommended to reduce construction and operation noise and vibrations emanating from the proposed project to less than significant: 1. During all project site excavation and grading on-site, construction contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturer standards. 2. The contractor shall place all stationary construction equipment so that emitted noise is directed away from the noise sensitive receptors nearest the project site. 51 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 3. Equipment shall be shut off and not left to idle when not in use. 4. The contractor shall locate equipment staging in areas that will create the greatest distance between construction -related noise/vibration sources and sensitive receptors nearest the project site during all project construction. 5. The construction contractor shall limit haul truck deliveries to the same hours specified for construction equipment. 6. Limit the use of heavy equipment or vibratory rollers and soil compressors along the project boundaries to the greatest degree possible. It is acknowledged that some soil compression may be necessary along the project boundaries. 7. If used, jackhammers, pneumatic equipment and all other portable stationary noise sources shall be shielded and noise shall be directed away from sensitive receptors. 8. For the duration of construction activities, the construction manager shall serve as the contact person should noise levels become disruptive to local residents. A sign should be posted at the project site with the contact phone number. b) Exposure of persons to or generation of excessive ground borne vibration or ground borne noise levels? Less than Significant Impact Operation of construction equipment causes ground vibrations that spread through the ground and diminish in strength with distance. Buildings respond to these vibrations with varying results ranging from no perceptible effects at the low levels to slight damage at the highest levels. Construction activity can result in varying degrees of ground vibration, depending on the equipment used on the site but is expected to be very short term and would not result in structural damage. No increase in ground borne vibration or noise is anticipated during Project operation. In general, no significant impacts involving vibration or ground borne noise level would result from the Project and impacts would be less than significant. c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant Impact The proposed Project would result in some construction and operational noise as discussed in question a) and b) above. However, no appreciable permanent increase in operational noise is anticipated since the Project is not growth inducing. Therefore, the proposed Project anticipates less than significant impact. d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant Impact with Mitigation Incorporated Neither CEQA nor the City of San Bernardino General Plan Noise Element recognizes an official numerical increase in noise as a "substantial increase." Industry -accepted standards for what is considered to be a "substantial increase" range from 3 decibels (dB) 52 Initial study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 to 12 dB. A change of 3 dB is considered to be "barely audible" to a trained ear and that a change of 5 dB is considered to be a readily audible change. Noise generated by transportation sources propagates differently than noise generated by point sources. Roadway noise impacts would be considered significant if the Project increases noise levels at a noise sensitive land use by 3 dBA CNEL and if. i) the existing noise levels already exceed the residential land use compatibility standard for "normally acceptable" (65 dBA CNEL), or 2) the project increases noise levels from below the 65 dBA CNEL standard to above 65 dBA CNEL. Caltrans considers a 5 dBA increase to be "readily audible," which seems to correlate most closely to "substantial increase." Project operations, including noise from pedestrians or vehicles, may produce an incremental increase in noise levels which disturbs the peace and quiet of adjacent residential areas or cause discomfort/annoyance to area residents periodically. However, because the Project is not growth inducing operation impacts would be less than significant. To attenuate potential noise impacts associated with Project construction, Mitigation Measure N -i, as discussed in question a) above, would be implemented. As a result, impacts involving a substantial temporary or periodic increase in ambient noise levels in the Project vicinity above levels existing without the project would be less than significant with mitigation incorporated. 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 worldng in the project area to excessive noise levels? No Impact The closest airport is San Bernardino International Airport located approximately 8.5 miles southeast of the Project site. The Project is not located within an airport land use plan or within two miles of a public airport. No impact would occur. f) For a project within the vicinity of a private airstrip, would the project expose people residing or worldng in the project area to excessive noise levels? No Impact The Project is not located within the vicinity of a private airstrip and would result in no impact. 53 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 4.13 Population and Housing Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant hrpact No Impact 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 indirectly (for example, through extension of roads or other intastrudcue)? b) Displace substantial numbers of existing housing, El necessitating the construction of Refurbishment housing elsewhere? c) Displace substantial numbers of people, necessitating the construction of Refurbishment housing elsewhere? a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? No Impact The Project involves improvements to H Street to improve service and safety. The Project would not introduce population growth to the area. No impact is anticipated b) Displace substantial numbers of existing housing, necessitating the construction Of Refurbishment housing elsewhere? No Impact The Project involves improvements to an existing neighborhood street. The Project would not result in displacement of residential land uses; therefore, no impact would occur. c) Displace substantial numbers of people, necessitating the construction of Refurbishment housing elsewhere? No Impact The Project involves improvements to an existing neighborhood street. The Project would not result in displacement of people and no impact would occur. 54 luitW Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40* Street 4.0 — Environmental Impact Analysis November 5, 2oi8 4.14 Public Services Less Than signdreant Potentially Impact With Less Than Signficant Mitigation Significant Issues impact Incorporated Impact No Impact PUBLIC SERVICES: Would the project: a) Result in substantial adverse physical impacts associated wish 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 impact, in order to maintain acceptable service ratios for any of the pubic services: Fre protection? Police protection? Schools? Parks? Other public facilities? ❑ ❑ ® ❑ ❑ ❑ ® ❑ ❑ ❑ ® ❑ a) 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 impact, in order to maintain acceptable service ratios for any of the public services: Fire protection? Police protection? Schools? Parks? Other public facilities? Less than Significant Impact The City of San Bernardino has a population of approximately 209, 924 people within approximately 99.6 square miles attended to by a myriad of public services designed to maintain and improve the public welfare. Table 4.14-1 lists public services near the Project site. 55 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4o'h Sheet 4.o — Environmental Impact Analysis November 5, 2018 Table 4.14-1 Public Services Facilities Public Service Location in San Bernardino Distance from Project Site Fre Station No. 227 282 W. 4(0, Street -0.69 rales Police Department 710 N. D Street -3.09 miles Howard M. Rowe Public Library 108 E. Marshall Boulevard -1.50 miles Wildwood Park 536 E. 400, Street -1.70 miles Community Development 201 N. E Street, 3rd Floor -4.01 miles Source: City website and Google Earth, 2018 Note: '-' = aPPc)dnmt* The proposed Project would not induce an increase in population or create structures that would result in an increased need for any of the public service facilities listed above, including but not limited to, fire protection, police protection, schools, parks, or other public facilities. The Project would not result in significant threats of deterioration to the existing levels of service at public service facilities nor the need to build additional public service facilities. A less than significant impact to public services would occur as a result of the Project. 56 Initial Study/M tigated Negative Dedlaration Widening of H Street between Kendall Drive and 401h Street 4.0 - Environmental Impact Analysis November 5, 2018 4.15 Recreation Less Than Significant Potentially Impact With Less Than Significant Mitigation Significant Issues Impact Incorporated Impact No Impact RECREATION: Would the project: a) Ina -ease the use of existing neighborhood and regional ❑ ❑ ❑ ED parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? b) Does the project include recreational facilities or require El El El the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? a) 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? No Impact The Project does not involve any elements that would result in an impact to nearby park or recreational facilities. No impacts to park facilities would occur as a result of the Project. 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 Project would not impact recreational facilities or require the construction or expansion of recreational facilities which would otherwise have an adverse physical effect on the environment. No impacts are expected as a result of implementing this Project. 57 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o k Street 4.0 — Environmental Impact Analysis November 5,2o18 4A6 Transportation and Traffic Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant Impact No Impact TRANSPORTATION AND TRAFFIC: Would the project: a) Conflict with an applicable plan, ordinance or policy ❑ ® ❑ ❑ establishing measures of effectiveness for the pedbr mance of the circulates system, taking into account all modes of transportation including mass transit and non -motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? b) Conflict with an applicable congestion management ❑ ❑ ® ❑ program, including but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways? c) Substantially increase hazards due to a design feature ❑ ❑ ❑ (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? d) Result in inadequate emergency access? ❑ ® ❑ ❑ e) Conflict with adopted policies, plans, or programs ❑ ❑ ❑ regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safely of such facilities? a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taldng into account all modes of transportation including mass transit and non -motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? Less than Significant Impact with Mitigation Incorporated The Project site is accessed by two major regional freeways (I-210 and 1-215), a local roadway network, and arterial streets. While not adding additional vehicular traffic to the street system in its built condition, the Project envisions an upgrade in street capacity from collector to secondary arterial with an increase from one lane in either direction to two lanes in each direction. At this time, H Street at Kendall Drive and 40th Street is already built as a secondary arterial with a right of way width of 88 feet. However, the increase in street capacity from collector to secondary arterial does not appear on the City's 2005 General Plan Circulation Map and the City would need to address the situation per City guidelines. Secondary arterials carry traffic along the perimeters of major developments, provide support to the major arterials, and are also through streets 58 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 - Environmental Impact Analysis November 5, 2o18 enabling traffic to travel uninterrupted for longer distances through the City. Collector roadways are typically two-lane streets that connect the local streets with the secondary arterials allowing local traffic to access the regional transportation facilities.30 The Project would increase the service capacity of H Street in the Project alignment. However, the Project is not growth -inducing. The City would require the Project to comply with CMC Title 12 Street, Sidewalks and Public Places, including but not limited to, compliance with street grades, construction and maintenance of sidewalks, curbs, and driveways. The Project would result in a less than significant impact to the circulation system as long as it complies with City's applicable plans, policies, and ordinance related to the circulation system. The deployment of construction trucks and equipment on H Street, Kendall Drive, and 40th Street would result in a slight increase of vehicular traffic in the vicinity during the 8o -day construction period. However, it would be short-term and minimal in comparison to existing traffic volume. In addition, through traffic in the construction areas would be preserved. At the City's direction, traffic controls would be put in place where deemed necessary, and at least one lane of travel would be open at all times for through traffic. A less than significant impact to traffic circulation during construction is anticipated with incorporation of Mitigation Measure TRAF-i. TRAP -1 At the City's direction, traffic controls will be put in place where deemed necessary, and at least one lane of street willbe open at all times for through traffic. Traffic controls will maintain safe traffic flow on local streets affected by construction at all times, including through the use of adequate signage, protective devices, or flag persons to ensure that traffic can flow. Construction road segments will remain without any significant roadway hazards remaining at the end of the construction day. b) Conflict with an applicable congestion management program, including but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways? Less than Significant Impact Under California law, every county with an urbanized area of 50,000 or more people must adopt a Congestion Management Program (CMP). The San Bernardino County CMP monitors levels of service and congestion throughout the County along the following major corridors in the Project vicinity: Interstate 210 (I -21o) and Interstate 215 (I-215)31 The proposed Project would result in a small crew of construction workers over an approximately 8o -working day construction period. Given few construction workers, the Project's contribution of vehicles to the local CMP -monitored corridors would be minimal and would not result in a significant cumulative contribution to the flow of traffic on any go City of San Bernardino (2oo5, November 1). General Plan, Chapter 6 Circulation. Pages 6-5 31 San Bernardino Associated Government (June 2o16). San Bernardino County Congestion Management Program 59 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5, 2018 major thoroughfares included in the congestion management program (CMP) system for San Bernardino County. Impacts to level of service and travel demand from construction and operation of the Project would be less than significant. c) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? No Impact The Project design survey and plans include roadway, drainage, sewer, signing and striping, street lighting, and modifications to traffic signals at the Project intersections. The plans will be designed and engineered in compliance with the City of San Bernardino policies, procedures, and standards; Caltrans standards; and the requirements of the California Manual of Uniform Traffic Control Devices (CMUTCD), latest edition. For example, CMC Title 12 Street, Sidewalks and Public Places establishes compliance with street grades, construction and maintenance of sidewalks, curbs, and driveways. As a result, the Project would not increase a hazard due to a design feature or incompatible use, and no impact would result. d) Result in inadequate emergency access? Less than Significant Impact with Mitigation Incorporated The Project design survey and plans include roadway, drainage, sewer, signing and striping, street lighting, and modifications to traffic signals at the Project intersections. The plans will be designed and engineered in compliance with the City of San Bernardino policies, procedures, and standards; Caltrans standards; and the requirements of the California Manual of Uniform Traffic Control Devices (CMUTCD), latest edition. At least one lane would be open at all times for through traffic during construction on H Street as described in Mitigation Measure TRAF-i in response a) above. The Project would not prevent emergency access along any Project alignment during construction and keeping the City's streets in good repair is good for emergency access in the long-term. A less than significant impact to emergency access is anticipated with implementation of Mitigation Measure TRAF-i, as a result of the Project. e) Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities? No Impact The Project proposes to construct 6 -foot -wide sidewalks on either side of H Street in the Project alignment which would increase walkability in the area. The Project would not conflict with existing applicable plans, policies, or programs for public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities and no impact to such facilities would result from the Project. Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 4.17 Tribal Cultural Resources Potentially Issues Significant Impact TRIBAL CULTURAL RESOURCES: Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as eitiher a site, feature, place, cultural landscape that is geographically defined in terns of the size and scope of the landscape, sacred place, or object with cultural valoe to a California Native American tribe, and that is: a) Listed or eligible for fisting in the California Register of ❑ Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k), or b) A resource determined by the lead agency, in its ❑ discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code section 5024.1, the lead agency shall consider the significance of the resource to a Califomia Native American tribe. Less Than Signi6carrt Impact With Less Than Mitigation Significant IwAgmnded Impact No Impact a) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.i(k) Less than Significant with Mitigation Incorporated Assembly Bill (AB) 52 requires Lead Agencies consult with Native American tribes on the Native American Heritage Commission List to determine whether the tribes believe unique archaeological sites might exist on the proposed Project site. Initiation of consultation is required prior to public review of a Project CEQA document. Notification involves a letter with a brief project description, location, lead agency contact information, and statement that the tribe has 3o days to request consultation. The lead agency must begin consultation within 3o days of receipt of tribal request. Public agencies, when feasible, are required to avoid damages to Tribal Cultural Resources (TCR): a site feature, place, cultural landscape, sacred place or object, which is of cultural value to a Tribe; and is either on or eligible for the California Historic Register or a local historic register; or the lead agency, at its discretion, chooses to treat the resource as a TCR (Public Resources Code [PRC] 21074 (a)(1)(A)-(B)). 61 ® ❑ ❑ a) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.i(k) Less than Significant with Mitigation Incorporated Assembly Bill (AB) 52 requires Lead Agencies consult with Native American tribes on the Native American Heritage Commission List to determine whether the tribes believe unique archaeological sites might exist on the proposed Project site. Initiation of consultation is required prior to public review of a Project CEQA document. Notification involves a letter with a brief project description, location, lead agency contact information, and statement that the tribe has 3o days to request consultation. The lead agency must begin consultation within 3o days of receipt of tribal request. Public agencies, when feasible, are required to avoid damages to Tribal Cultural Resources (TCR): a site feature, place, cultural landscape, sacred place or object, which is of cultural value to a Tribe; and is either on or eligible for the California Historic Register or a local historic register; or the lead agency, at its discretion, chooses to treat the resource as a TCR (Public Resources Code [PRC] 21074 (a)(1)(A)-(B)). 61 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o,& Street 4.0 — Environmental Impact Analysis November 5, 2018 The City initiated consultation with the Kizh Nation, San Manuel Band of Mission Indians, and Soboba Band of Luiseno Indians regarding the proposed Project during the week of June 18th, 2018. The San Manuel Band of Mission Indians responded to the City's consultation letter indicating the Project is located within Serrano ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and location of the proposed Project, the tube responded that it doesn't have any concerns with the project's implementation, as planned, at this time. It did, however, recommend the three mitigation measures identified below. As a result, with implementation of Mitigation Measures TRIBE - 1 through TRIBF,3 impacts to tribal cultural resources would be less than significant. TRIBE -1 Native American Human Remains. If human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a loo -foot buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5 and that code enforced for the duration of the project. TRIBE -2 Native American Cultural Resources. In the event that Native American cultural resources are discovered during project activities, all work in the immediate vicinity of the find (within a 6o -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San Manuel Band of Mission Indians will be contacted if any such find occurs and be provided information and permitted/invited to perform a site visit when the archaeologist makes his/her assessment, so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. TRIBE -3 Native American Historical Resources. If significant Native American historical resources, as defined by CEQA (as amended, 2o15), are discovered and avoidance cannot be ensured, an SOI -qualified archaeologist shall be retained to develop a cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment. a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tribal Participant(s). b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project. 62 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o* Street 4.0 - Environmental Impact Analysis November 5, 2018 b) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe. Less than Significant with Mitigation Incorporated As identified in response a) above, the City initiated consultation with the Kizh Nation, San Manuel Band of Mission Indians, and Soboba Band of Luiseno Indians regarding the proposed Project during the week of June 18th, 2oi8. The San Manuel Band of Mission Indians requested implementation of TRIBE -i through TRIBE -3 to ensure that tribal resources aren't adversely impacted by the Project. With implementation of Mitigation Measures TRIBE -i through TRIBE -3 impacts to tribal cultural resources would be less than significant. 63 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 4.0 — Environmental Impact Analysis November 5,2o18 4.18 Utilities and Service Systems Issues Potentially Significant Impact Less Than Significant Impact With Mitigation Incorporated Less Than Significant Impact No Imp UTILITIES AND SERVICE SYSTEMS: Would the project: a) Exceed wastewater treatment requirements of the ❑ ❑ ❑ 11 applicable Regional Water Quality Control Board? e) Result in a determination by the wastewater treatment ❑ ❑ ❑ b) Require or result in the construction of new water or ❑ ❑ ❑ wastewater treatment faciliities or expansion of existing has adequate capacity to serve the project's projected facilities, the construction of which could cause demand in addition to the provider's existing significant environmental effects? commitments? c) Require or result in the construction of new storm water ❑ ❑ ® ❑ drainage facilities or expansion of existing facilities, the to accommodate the project's solid waste disposal construction tion of which could cause significant needs? environmental effects? d) Have sufficient water supplies available to serve the ❑ project from existing entitlements and resources, or are new or expanded entitlements needed? 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? fl Be served by a landfill with sufficient permitted capacity ❑ ❑ ® ❑ to accommodate the project's solid waste disposal needs? g) Comply with federal, state, and local staUm and ❑ ❑ ® ❑ regulations related to solid waste? a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? No Impact Under the Porter Cologne Act, the State Water Quality Resources Control Board and associated Regional Water Quality Control Boards are required to programmatically plan, enforce, and monitor the protection of water quality standards and beneficial uses of State waterways. The Colorado River Regional Water Control Board has jurisdiction over water pollutants from non -point (urban runoff) and point sources (wastewater treatment facilities) for a variety of pollutants (e.g., nitrates, sulfates, metals, pathogens, suspended solids) in the City of San Bernardino. The Project would not result in an increase in wastewater that would be collected (i.e., piped) and treated by the San Bernardino Municipal Water Department. The Project would not generate wastewater and would not affect the treatment capacity at the sewage plant. The Project would not exceed Regional 64 Initial Study/Mitigated Negative Declaration Widening of H Street between KendaR Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2018 Water Quality Control Board wastewater treatment requirements in the City, and no impact is anticipated. 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 Water supply in San Bernardino comes from local sources of groundwater and surface water, imported water from the Metropolitan Water District's Colorado River Aqueduct and the State Water Project, recycled water reclamation facilities, and water transfers and exchanges. The water suppliers plan to meet increased demand and reduce dependence on imported water in the City. Water and sewer service is provided throughout most of the City by San Bernardino Municipal Water Department. The Project would not involve the extension of water and sewer line to service the Project, and the Project would not require or result in the construction of new, or expansion of existing, water or wastewater treatment facilities. No impact is anticipated. 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? Less than Significant Impact The Project site currently sheet flows into the MS4 that is conveyed to the flood control detention system to the immediate east of H Street. No expansion of the existing City storm drainage facilities (i.e., MS4) would be necessary downstream of the Project to handle nuisance or stormflows associated with the expanded street segment along H Street. Impacts resulting from connection to the existing MS4 would be less than significant as a result of the Project. d) Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? Less than Significant Impact As necessary, the Project would water any exposed dirt during grading and construction of the road improvements. However, use of water during construction would be minimal. The proposed Project would not require new or expanded water entitlements. Impacts would be less than significant. 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 The Project would not result in the expansion or use of existing sewer lines in H Street. As such, the proposed Project would have no impact on the City's wastewater treatment provider. 65 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.o — Environmental Impact Analysis November 5, 2oi8 f) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? Less than Significant Impact The County of San Bernardino Department of Public Works Waste Management Division operates the San Timoteo Landfill in the City of Redlands, to the southeast of the City, and the Mid -Valley Sanitary Landfill to the west of the City. The San Timoteo landfill has an estimated capacity of 14,800,000 cubic yards and takes up to i,000 tons of waste per day. The Mid -Valley Sanitary Landfill is located in the City of Rialto. The Mid -Valley Sanitary Landfill has an estimated capacity of 62,000,000 cubic yards and accepts up to 7,5oo tons per day of solid waste.32The Project would generate some amount of construction waste during road improvements. But, construction waste generation would be minimal in comparison to the local landfill's daily capacity. The proposed Project would have a less than significant impact on landfills. g) Comply with federal, state, and local statutes and regulations related to solid waste? Less than Significant Impact State law currently requires that local jurisdictions divert at least 50 percent of their solid waste from landfills through conservation, recycling, and composting. IAe all California communities, the City of San Bernardino is required to comply with State regulations 33 In general, the Project would comply with the City Waste Management ordinance (that is, Chapter 8.24 of the CMC). Impacts related to solid waste would be less than significant as a result of the Project 32 City of San Bernardino (2005, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report, Chapter 5 Environmental Analysis. Page 5.15-16 33 Ibid., Page 5.15-7 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 4.0 — Environmental Impact Analysis November 5, 2oi8 4.19 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? Less than Significant Impact with Mitigation Incorporated As discussed in Section 4.4, Biological Resources and Section 4.5, Cultural Resources with implementation of Mitigation Measures BIO -1 Conduct Nesting Bird Surveys, CULT -1 Archeological Resources, CULT -2 Paleontological Resources, CULT -3 Human Remains, TRIBE -1 Native American Human Remains, TRIBE -2 Native American Cultural Resources, and TRIBE -3 Native American Historical Resources impacts from the Project would be reduced to a less than significant level, and as a result, would not result in any significant project or cumulative environmental impacts to biological or cultural (including tribal) resources. The short- and long-term effects associated with the Project would not be considered cumulatively considerable. 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 As discussed in the preceding responses to Section 4.1 through Section 4.18, this Project would not result in any significant Project or cumulative environmental impacts. The short-term and long-term effects associated with Project would not be considered cumulatively considerable. c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? Less than Significant Impact As discussed in the preceding responses to the entire list of impact questions, this Project would not result in any significant environmental impacts to persons. Sufficient construction control measures have been identified to reduce short-term construction impacts to a level of less than significant. Compliance with the existing federal, state and local regulations, along with standard design criteria, would ensure that the proposed Project does not directly or indirectly cause a substantial adverse effect on human beings. 67 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street 5.0 — List of Preparers November 5, 2oi8 5.0 List of Preparers TECHNICAL STUDIES PREPARERS IS/MND, Athena Environmental CaIEEMod Air Emissions Calculations Erinn Johnson IS/MND Geovironmental Consulting GIS & Peer Review Andy Minor Geotechnical Investigation Report WV5 Carlos Amante and Sean Roy 68 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street 6.o — References November 5, 2oi8 6.o References Association of Environmental Professionals (2o15, January 1). 2015 CEQA Statues and Guidelines. Section 15155 City of County Consultation with Water Agencies. Athena Environmental (2018, June 6). CalEEMod Project Air Emission Calculations. Bass, R. E, Herson, A. L, & Bogdan, Kenneth M (1999). CEQA Deskbook, Point Arena: Solano Press Books. Bolt, Beranek and Newman (December 31,1971). Noise from construction equipment and operations, building equipment, and home appliances. Based on analysis for Domestic Housing. California Air Resources Board. Air Designation Maps — State and National Retrieved from: https://www.arb.ca.gov/desig/adm/adm.htm California Air Resources Board. Reducing Toxic Air Pollutants in California's Communities. Retrieved from: https://www.arb.ca.gov/to2des/background.htm California Department of Transportation. The California Scenic Highway Program. Retrieved from: http://www.dot.ca.gov/dist3/departinents/mtce/smnic.htin htm California Department of Conservation, Division of Mines and Geology. The Alquist-Priolo Earthquake Fault Zoning Act. Retrieved from: http://www.conservation.ca.gov/cgs/rghm/ap California Environmental Protection Agency Air Resources Board. District Rules. Retrieved from: https://www.arb.ca.gov/drdb/drdbltm California Natural Resources Agency. CEQA: California environmental quality act. Retrieved from: http://ceres.ca.gov/cepa/ City of San Bernardino (2004, November 29). General Pian Update, Initial Study for General Plan Update Environmental Impact Report. Retrieved from: http://www.ci.san- bernardino.ca.us/cityhall/community development/planning/planning_documents.as p City of San Bernardino (2005, November 1). General Plan. Retrieved from: http://www.ei.san- bernardino.ca.us/cityhall/community_development/planning/planning_documents.as p City of San Bernardino. City Municipal Code. Retrieved from: https://www.ci.san- bernardino.ca.us/civicax/filebank/blobdload.aspx?blobid=19233 City of San Bernardino (2005, July 25). San Bernardino General Plan Update and Associated Specific Plans Environmental Impact Report. Retrieved from: http://www.ci.san- bernardino.ca us/cityhall/community_development/planning/planning_documents.as City of San Bernardino (2o18, May 18) Native American AB 52 Consultation Letters Institute of Local Government (eon, September). Evaluating Greenhouse Gas Emissions as Part of California's Environmental Review Process: A Local Official's Guide. Retrieved from: http://www.ca-ilg.org/sites/main/files/file-attachments/resources CEQA- GHG Guide 9-19-11_FINAL 1.pdf Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4oth Street 6.o — References November 5, 2oi8 NV5 (2o18, April 2). Environmental and Civil Engineering Services for the Widening of H Street San Bernardino, California South Coast Air Quality Management District. SCAQMD Rule Book. Regulation IV — Prohbitions. Retrieved from: http://www.agmd.gov/home/regulations/rules/scagmd- rule-book/regulation-ivwebsite South Coast Air Quality Management District. 2oi6 Air Quality Management Plan. Retrieved from: http://www.agmd gov/home/air-quality/clean-air-plans/air-quality-mgt-plan South Coast Air Quality Management District. Greenhouse Gases (GHG) CEQA Emissions Thresholds. Retrieved from: http://www.agmd.gov/home/rules-compliance/cepa/air- quality-analysis handbook/ghg-significance-thresholds State Water Resources Control Board (2018, June). Geotracker. Retrieved from: http://geotrackerwaterboards.ca.gov/ Weather Currents (2o18, June). Retrieved from: http://weathercurrents.com/ 70 Initial Study/Mitigated Negative Dedlaration Widening of H Street between KendaH Drive and 4os' Street Appendices November 5, 2oi8 Appendix A: CalEEMod Air Emissions Estimates Appendix A m 0- N N q k CD to / C o � U_ ■ 0 ® U) k � � -W '2§ ca k - k � Q V c a U Y 2 c % 0 a 2 2 k O 2 � k e 2 � m Z § 2 � e Im k � c § � G �!T - Ci L 0 k 0 � w v k � > 2 w w U : o � q 2 # U - e CD 2 a 2 CD o � � 0 � ■ � � » 0 ■£ ® 0§ ƒ 0 2 � �t � e $ C m $ ® m 213 O_ � e ■£ � ■ I■ _ 2 §� O � c a © Z 2 00 w § 2 f ƒ e to 2 § § D s ®© ® 2 Im 2CL § ■ c O a 2 o COL ■ - W C� I $ ■ j O o V- cm I 5 8§ _ _ — v v _ Cl iii GD 0 N m CD m W 0 N O N m CD m a r M m 0 Cl! 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N � * g G O O � O S v O o 0 OS 0 0 o 0 N U $ 0 0 c F 0 o Cl 0 0 v I39 0 to 0 a t In V y o g O O 0 0 Q $ g 2 O G O pO OS U o 0 N U $ g � 0 0 c F 0 0 0 a t In a V in 10 O C O L Q. 0 Of H LL W LL 9 0 E 7 Z CL 9 a W .EI n v 1p N Go T C1 N m m W 0 N O m N m co co a T Ci co T 0 N .a O 2 W W m U 0 a O 2 W W l0 U Wo 7 C C Q C 7 O U m O U t O U O C 72 cd C L CD m C vJ 4 M m L O qT a C m 0 a Y C m (D 3 m CD T U) 2 a w O 4m c C m a H LL S C CL 3 � O = m S E E E z' z z' C d I,p _Q 3 W FT c F- c _ C C U) s W n c W a c W W m co O O O � r � Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o'h Street Appendices November 5, 2018 Appendix B: Geotechnical Investigation Report Appendix B NNIS CivilSource, Inc. 9890 Irvine Center Drive Irvine, California 92618 Attention: Mr. David Nil mafs, PE Subject: Geotechnical Investigation April 2, 2018 Project No.: 22701740000843.00 Project: Environmental and Civil Engineering Services for the Widening of H Street San Bernardino, California Dear Mr. Niknafs: As requested, NV5 West, Inc. (NV5) is pleased to submit the results of our geotechnical investigation for the subject project. The purpose of this investigation was to evaluate the existing condition of pavement structure on a section H Street between Kendall Drive and 40's Street and provide conclusions and geotecbmcal engineering recommendations pertinent to the proposed improvements. The results of the geotechnical investigation are presented herewith. Based on the coring, subsequent testing of the pavement layers, and engineering analyses it was concluded that the proposed road improvement project is geotechnically feasible. The geotechnical information presented herein is intended to assist the project design team in their understanding of the geotechnical factors affecting the proposed project, and the preliminary recommendations, should be incorporated into the project design and implemented during construction. It is recommended that the forthcoming project specifications, be reviewed by NV5 for consistency with our report prior to the bid process in order to avoid possible conflicts, misinterpretations, and inadvertent omissions, etc. It should also be noted that the applicability and final evaluation of recommendations presented herein are contingent upon construction phase field monitoring by NV5 in light of the widely acknowledged importance of geotechnical consultant continuity through the various design, planning and construction stages of a project. NV5 appreciates the opportunity to provide this geotechnical engineering servile for this project and looks forward to continuing our role as your geotechnical engineering consultant. Respectfully submitted, NV5 West, Inc. V. GE 2724 Carlos Amante, PE, GE `s Expires 6130.12018 Director of Geotechnical Services o v F Distribution: (3) Addressee, (1) via email OFFICES NAMONNIIDE Sean Roy, G Geologist 8"n D. Roy PGS SM Vit- %ay 15002 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 1 WWW.NV5.COM I OFFICE 858.385.0500 , -,-:858.385.0400 CoMSTwucn. M OUALM ASIMM MOE - INFI STMUCTURC - EIMMOT - PROORAN MAMA""CUT - fW40K MN9M7AL Environmental and Civil Engineering Design Services for the Widening of H Street Project No. 2268174000843.00 San Bernardino, California Geotechnical Investigation Report TABLE OF CONTENTS Pate 1.0 INTRODUCTION.............................................................................................................1 2.0 SCOPE OF SERVICES.....................................................................................................1 3.0 SITE AND PROJECT DESCRIPTION.............................................................................2 4.0 FIELD EXPLORATION...................................................................................................2 5.0 LABORATORY TESTING...............................................................................................2 6.0 SOIL PROFILE AND SUBSURFACE CONDITIONS ....................................................2 7.0 GROUNDWATER............................................................................................................3 8.0 CONCLUSIONS................................................................................................•...............3 9.0 PAVEMENT DESIGN RECOMMENDATIONS............................................................4 9.1 PAVEMENT OVERLAYS.................................................................................................4 9.2 NEW PAVEMENT...........................................................................................................5 10.0 CONSTRUCTION OBSERVATION AND TESTING ....................................................6 11.0 LIAMATIONS..................................................................................................................6 12.0 REFERENCES..................................................................................................................7 Figures FYGURE 1 — SITE LOCATION MAP FIGURE 2 — GEOTECHNICAL MAP FIGURE 3 — REGIONAL GEOLOGIC MAP Appendices APPENDIX A — LOGS OF CORES APPENDIX B — LABORATORY TESTING APPENDIX C — PHOTOS APPENDIX D — ASFE INFORMATION ABOUT GEOTECHNICAL REPORT NIIV15 Environmental and Civil Engineering Design Services for the Widening of H Street Project No. 2268174000843.00 San Bernardino, California Geotechnical Investigation Report 1.0 INTRODUCTION This report presents the results of NV5's preliminary geotechnical investigation for the proposed widening of H Street in San Bernardino, California. The approximate location of the project area is shown on Figure 1, Site Location Map. The purpose of this investigation was to evaluate the existing condition of pavement structure on the section of H Stmt from Kendall Drive to 40" Street, and to provide conclusions and geotechnical engineering recommendations pertinent to the proposed road improvements. This report summarizes the data collected and presents our findings, conclusions, and preliminary recommendations. This report has been prepared for the exclusive use of the client and their consultants to describe the geotechnical factors at the project site which should be considered in the design and construction of the proposed project. In particular, it should be noted that this report has not been prepared from the perspective of a construction bid preparation instrument and should be considered by prospective bidders only as a source of general information subject to interpretation and refinement by their own expertise and experience, particularly with regard to construction feasibility. Contract requirements, as set forth by the project plans and specifications, will supersede any general observations and specific recommendations presented in this report. 2.0 SCOPE OF SERVICES The scope of services for this project consisted of the following tasks: • Review of existing roadway plans. • Review of geotechnical maps and documents pertaining to the existing roadway and vicinity. Feld investigation of the existing pavement and sampling of aggregate base and subgrade material utilizing coring equipment and hand augers with appropriate traffic control during field operations. The investigation consisted of excavating four (4) corewborings on a section of H Street from Kendall Drive to 40's Street. The samples were transported to NV5's geotechnical laboratory for testing. Subsequent to logging and sampling, the cored locations were backfilled and patched with quick- set uickset cement concrete. • Laboratory testing of selected soil samples to evaluate their pertinent geotechnical engineering properties. • Engineering evaluation of the geotechnical data collected to develop geotechnical recommendations relative to the design and construction of the proposed project. • Preparation of this report, including reference maps and graphics, summarizing the data collected and presenting our findings, conclusions, and geotechnical recommendations for the design and construction of the proposed project. NNIS Environmental and Civil Engineering Design Services for the Widening of H Sueet Project No. 226817-0000843.00 San Bemaidino, California Geotechnical Investigation Report 3.0 SITE AND PROJECT DESCRIPTION The project site is located within the limits of H Street from Kendall Drive to 40' Stmt, approximately 1,000 linear feet. The project site is a straight, undivided two-lane roadway. The approximate location of the project site are shown in Figure 1, Site Location Map. Based on preliminary project information, it is understood that the planned improvements may inchtde, street widening and resurfacing, new curb, gutter, sidewalks, driveways, pedestrian crossings, guardrails, striping, landscape, and irrigation. 4.0 FIELD EXPLORATION Before starting the field exploration program, NV5 prepared a traffic control plan in accordance with the City Manual for Traffic Control or the WATCH Manual. Traffic control was provided by Roadway Construction Service during the field activities. The field exploration performed by NV5 consisted of sampling the aggregate base and subgrade utilizing coring equipment and hand augers. The approximate locations of the exploratory cores/borings are presented on Figure 2, Geotechnical Map. The core&%orings were logged by a field staff from NV5 and the logs of the cores/borings are presented in Appendix A. Subsequent to logging and sampling, the borings were backfilled and the pavement was patched in accordance with the permit requirements. 5.0 LABORATORY TESTING Laboratory testing was performed on selected representative bulk soil samples obtained from the exploratory borings to aid in the soil classification and to evaluate the engineering properties of the soil materials encountered. The following tests were performed: • In-situ moisture content (ASTM D2216); • Sieve analyses (ASTM D422); • R -value test (ASTM D2844); and • Corrosivity series including sulfate content, chloride content, pH value, and resistivity (California Test Methods 417, 422, and 532/643). Testing was performed in general accordance with applicable ASTM standards or California Test Methods. The laboratory test results and details of the laboratory testing program are presented in Appendix B. 6.0 SOIL PROFILE AND SUBSURFACE CONDITIONS Measurements of the existing pavement sections were obtained at coring locations. The pavement section encountered at location B2 consisted of asphaltic concrete (AC) pavement overlying aggregate base (AB). The pavement sections encountered at locations B 1, B3, and B4 consisted of only asphaltic concrete (AC) pavement overlying subgrade. As encountered, the AC layer ranged in thickness from approximately 1.25 to 4.5 inches. Please note that the pavement section encountered in B4 consisted of two sections of AC which were separated by approximately 1.0 -inch of soil. The AB material NNIS Environmental and Civil Engineering Design Services for the Widening of H Street Project No. 226817-0000843.00 San Bernardino, California Geotechnical Investigation Report encountered below the AC in B2 consisted of well -graded sand with gravel. The thickness of the AB was approximately 6 inches. Below aggregate base, the subgrade soil condition consisted primarily of poorly graded sand with minor amounts of gravel. The pavement and soil conditions at each core location are indicated in the log of cores in Appendix A and photographas of the pavement cores are shown in Appendix C. Table 1 presents a summary of the existing pavement sections encountered in our exploration. Table 1- Existing Pavement Sections Core Roadway Section Asphalt Concrete Aggregate Base No. Location (inches) (inches) South end of H Street, 131 southbound lane, near 1.25 Not encountered Kendall Drive South half of H Street, 132 northbound lane, just north 4 n 6.0 of storm channel B33 North half of H Street, 4.0 Not encountered southbound lane North end of H Street, 4.5 (top layer) 64 northboundhSlane, near 3.5 (bottom layer) Not encountered 7.0 GROUNDWATER Groundwater was not encountered in our shallow exploratory hand-augered borings, and indications of a static, near -surface groundwater table were not observed during our exploration. Therefore, groundwater is not expected to be a constraint to the proposed pavement rehabilitation project. However, experience indicates that near -surface groundwater conditions or localized seepage zones can develop in areas where no such groundwater conditions previously existed, especially in areas where a substantial increase in surface water infiltration results from landscape irrigation, agricultural activity, utility leaks or unusually heavy precipitation. Seasonal variations in the groundwater levels should be anticipated. &0 CONCLUSIONS Based on the data obtained from the subsurface exploration, the associated laboratory test results, engineering analyses, and experience with similar site conditions, it is NV5's opinion that the pavement rehabilitation project and associated improvements are feasible from a geotechnical standpoint, provided the recommendations contained herein are incorporated into the project plans and specifications and implemented during construction. Important information regarding this Report is included in Appendix D. NMS Environmental and Civil Engineering Design Services for the Widening of H Street Project No. 2268174)000843.00 San Bernardino, Califarnia Geotechnical Investigation Report 9.0 PAVEMENT DESIGN RECObU4ENDATIONS Pavement design sections depend primarily on the shear strength of the subgrade soil exposed after grading and anticipated traffic over the useful life of the pavement. Structural pavement sections were developed in general accordance with the methodologies outlined in Section 600 of the Caltrans Highway Design Manual (Caltrans, 2016). The sections are based on laboratory R -value tests performed by NV5 on subgrade soils and traffic indices provided by CivilSource, Inc. Laboratory testing resulted in R value of 80 at coring locations B 1 and B4 and an R -value of 77 at coring location B2 for the subgrade soils (Appendix B). An R -value of 60 was used to evaluate the pavement sections in accordance with local design practice. Pavement sections were evaluated for Traffic index (TI) values of 7.0 to 9.0 based on information provided by CivilSource, Inc. A design life of 20 years was assumed for the new pavement and 10 years was assumed for pavement overlays. The recommended minimum thickness for new pavement sections and overlays are presented in Table 2. Table 2- Recommended Minimum Pavement Sectic-- Traffic Index (77) A16w Pavement Section (Design Life = 20 years) Overlay (Design Life = 70 years) HMA / CAB (inches) Full Depth HMA (inches) HMA (inches) RHMA-G (inches) 7.0 3.0/4.0 6.0 2.5 1.5 8.0 4.0/4.0 7.0 3.0 2.0 9.0 4.0/6.0 8.0 3.5 2.5 Notes: CAB: Crushed Aggregate Base HMA: Hot Mix Asphalt RHMA-G: Gap Graded Rubberized HMA The recommended pavement thicknesses do not include pavement grinding. To maintain the recommended pavement section, the depth of grinding should be added to the overlay thickness. It should be noted that the overlay design was based on the asphalt thickness in core location B2, which was the thinnest pavement section encountered. The final selection of the rehabilitation strategies depends on variables such as the cost of materials, location, construction restrictions, and existing surface condition. 9.1 Pavement Overlays Pavement overlays are recommended for the areas of pavement which exhibit minor cracking and with no extreme distress or deterioration. The purpose of an asphalt overlay is to improve the performance and lengthen the remaining design life of the existing pavement structural section. A minimum of one - NNIS Environmental and Civil Engineering Design Services for the Widening of H Sint Project No. 2268174)000843.00 San Berardino, California Geotechnical Investigation Report inch pavement grinding should be performed prior to placing the overlay to provide a fresh pavement surface. After grinding, visible cracks should be sealed with a crack sealant. In order to maintain pavement grades along concrete gutters, existing pavements are typically cold -milled along the gutters to allow for the placement of the recommended overlay thickness while maintaining pavement grades at the gutter interface. Reflection cracking is a frequent cause of overlay deterioration. RHMA overlays are less susceptible to reflection cracking than HMA overlays. Patching and crack filling may help delay the occurrence of the reflection cracks. In addition, providing a pavement fabric between the existing pavement and the overlay can significantly reduce reflective cracking and increase the service life of the overlay. A qualified contractor should install the overlay in accordance with the recommendations of the latest edition of Greenbook, Standard Specifications for Public Works, Asphalt Institute, or agency standards. The AC overlay should be compacted to 95% of the unit weight as tested in accordance with the Hveem procedure. The maximum lift thickness should be two (2) inches. The AC material shall conform to Section 203-6 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), also known as the Greenbook. An approved asphalt mix design should be submitted at least 30 days prior to placement. The mix design should include proportions of materials, maximum density, and required lay -down temperature range. Field testing should be used to verify oil content, aggregate gradation, compaction, compacted thickness, and lay -down temperature. 9.2 New Pavement For areas where new pavement will be constructed, it is recommended that R value testing be performed on representative soil samples of the subgrade after old pavement is removed to check the applicability of the recommended sections. The subgrade soils should be scarified to a minimum depth of 1 foot, moisture conditioned within 2 percent of optimum moisture content and recompacted to at least 90% of the maximum dry density as determined by the ASTM D1557 test procedure. Before placement of the base, the subgrade should be proof -rolled with loaded heavy equipment under the observation of a competent geotechnical personnel. If loose, soft, or pumping areas are observed, additional subgrade treatment shall be performed as recommended by the geotechnical professional. The crushed aggregate base should conform to Section 200-2.2 of the SSPWC (Greenbook, 2015). The existing base material may be used for the new construction after passing the conformance testing by approval of the Geotechnical Engineer. The base course should be compacted to a minimum dry density of 95% of the maximum density as determined by the ASTM D1557 test procedure. Field testing should be conducted to verify compaction, aggregate gradation, and compacted thickness. The AC pavement should be compacted to 95% of the maximum dry unit weight in accordance with the Hveem procedure. The maximum lift thickness should be two inches. The AC material shall conform to Section 203-6 of the SSPWC (Greenbook, 2015). An approved asphalt mix design should be submitted at least 30 days prior to placement. The mix design should "include proportions of materials, maximum density, and required lay -down temperature range. Field testing should be used to verify oil content, aggregate gradation, compaction, compacted thickness, and lay -down temperature. HMS Environmental and Civil Engincering Design Services for the Widening of N Street Project No. 2268174000843.00 San Bernardino, California Geotechnical Investigation Report 10.0 CONSTRUCTION OBSERVATION AND TESTING Observation and testing of the placement and compaction of subgrade, base, and asphalt layer will be important to the performance of the proposed project. Site preparation, removal of unsuitable soils, assessment of imported fill materials, backfill placement, and other earthwork operations should be observed and tested The substrata exposed during the construction may differ from that encountered in the exploratory borings. Continuous observation by a representative of NV5 during construction allows for evaluation of the soil conditions as they are encountered, and allows the opportunity to recommend appropriate revisions where necessary. 11.0 LINMATIONS The recommendations and opinions expressed in this report are based on NV5's review of background documents and on information obtained from field explorations. It should be noted that this study did not evaluate the possible presence of hazardous materials on any portion of the site. Due to the limited nature of the field explorations, conditions not observed and described in this report may be present on the site. Uncertainties relative to subsurface conditions can be reduced through additional subsurface exploration. Additional subsurface evaluation and laboratory testing can be performed upon request. It should be understood that conditions different from those anticipated in this report may be encountered during construction, and that additional effort may be required to mitigate them. Site conditions, including groundwater elevation, can change with time as a result of natural processes or the activities of man at the subject site or at nearby sites. Changes to the applicable laws, regulations, codes, and standards of practice may occur as a result of government action or the broadening of knowledge. Zhe findings of this report may, therefore, be invalidated over time, in part or in whole, by changes over which NV5 has no control. NV5's recommendations for this site are, to a high degree, dependent upon appropriate quality control of construction operations, placement and compaction of backfill, subgrade preparation, etc. Accordingly, the recommendations are made contingent upon the opportunity for NV5 to observe the earthwork operations for the proposed construction. If parties other than NV5 are engaged to provide such services, such parties must be notified that they will be required to assume complete responsibility as the geotechnical engineer of record for the geotechnical phase of the project by concurring with the recommendations in this report and/or by providing alternative recommendations. This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. NV5 should be contacted if the reader requires additional information or has questions regarding the content, interpretations presented, or completeness of this document. NV5 has endeavored to perform this geotechnical evaluation using the degree of care and skill ordinarily exercised under similar circumstances by reputable geotechnical professionals with experience in this area in similar soil conditions. NNIS Environmental and Civil Engineering Design Services for the Widening of H Stream Project No. 226817-0000843.00 San Bernardino, Cal&mia Geotechnical Investigation Report 12.0 REFERENCES ASTM, 2001, Soil and Rock: American Society for Testing and Materials: vol. 4.08 for ASTM test methods D-420 to D-4914; and vol. 4.09 for ASTM test methods D-4943 to highest number. California Department of Transportation (Caltrans), 2016, Highway Design Manual: Fifth Edition, dated December 16, 2016. Dibblee, T.W., and Minch, J.A.: Geologic Map of the San Bernardino North/naath %of San Bernardino South quadrangles, San Bernardino and Riverside County, California, Dibble Geological Foundation, Dibblee Foundation Map DF 127, 2004 Google Earth, 2016, Website for Aerial Photographs; website: http://maps.google.com/- Greenbook, Standard Specifications for Public Works Construction (SSPWC), 2015 Edition. NIV15 Figures N v 5 California st State lk►hae s"Y San Bernwdlno W 1 L D W D O D 9 PARK N TH PARK K E H D A L LCaton High School 10 �y� ,` l;�y '•.,�-"ft'* is t( VERSITV CAJON ARROWHEAD Location FARMS of Project Site �• H13DSON wairnart w ernn st z 4 . is 4 RiDGELINf` is s� y � ARROWHEAD .Coy % IYVRiead Country Clu,. y,W SHANDIN HILL'S w3un� z � �$1 Blair Park T ?� z 0. AIR PARK Yt C2 ID) a z z lo z D£I.MAN i w2rdlU n" IL WILSON HI 30 A 1t35ELAADMUSCUPIAOE �ARROWVIEW b H01wo Ave Y7Q W Highland Are W Il Oland Ara EHI 9&-A Ave Igo � The Hofne ►1f'W 4P E 21st St 2M St Dignity Heetth San Bernardino Q Community FlospliGo gie High Schoal Not a Construction Drawing No Scale Reference: Google Maps 2017 'N I NV5 pmIedmm M7017-000osa3 Site Location Map N"Waa Ine. Company —orwo,Navamvlde H Street Widening 10592 Avenue of Saenoe, Suite 200 Drawn: SR San Bernardino, California San Diego Tel: (858) 3W4=0, Fax (M) 38544M Dab= March 2018 Figure No.1 #A z zW L' E N M6 m xj O a L Q Q Y_ N LC C y 00 O O m c a 0 rxhCf W 0 F4i w w. To Im-v CL a G.� O N in O G Iq • o � Li a E Va x � Ell, <j IM IH P) 380 fig] V Y Appendix A Log of Cores NNIS $ ca c� c P- 0_� �N 2 L: GE xz a v o a && 1 ° 2 C cl 2 � o c ¢ z 0 ¢ 2 z z w w vi � « k g z � 7 Cl z 8 � z C - u q e e � � 22 � 2 C 2 2 Ima co s■ k �§ w� a 2 a co k & � f t I ul I Mg E, 2 kw k2 - k « = 5 « ak2�f ff�{f z %moi 2 C- �i & #� &SIC, �/q i CS 2 d d §Ed§§ Copt A d k - E.& t E § Ew§ ■i E ■ E -0 E -0 E �E J§ E _ $ § % % IgG Ek o z m » Q£ z o R o R m z 0 e to LU 2^ © ' 0 ' ?C4o 6 e'W a � o x � e� LU � - a$ k a a a$ a k a $ e LU p 2 « z § c co a c 0 2 ) k �Wn§ tm§ 01, kms§ ,SCD aw ;o8.:m8 0)40cl co =m8 aa� R �k\ �k\ mak/ mak/ 2 © 2m2 }id f�� 2�W %Jm ��cm +k +k# a) ca z 2 R -9 g lu m m m m 9 v 1 ° 2 C cl 2 � o c ¢ z 0 ¢ 2 z z w w vi � « k g z Appendix B Laboratory Test Results SUMMARY OF LABORATORY TEST RESULTS In-situ Moisture and Density Tests The in-situ moisture contents and dry densities of selected samples obtained from the test borings were evaluated in general accordance with the latest version of D-2216 and D2937 laboratory test methods. The method involves obtaining the moist weight of the sample and then drying the sample to obtain is dry weight. The moisture content is calculated by taking the difference between the wet and dry weights, dividing it by the dry weight of the sample and expressing the result as a percentage. The results of the in-situ moisture content and density tests are presented in the following table. RESULTS OF MOISTURE CONTENT AND DENSITY TESTS ASTM D2216 Sample Location Moisture Content (percent) Dry Density (pounds per cubic foot) 131 Q 1.25 feet 4.6 _ 62 @ 0.83 foot 8.2 _ 133 c@ 0.33 foot 5.1 _ 134 c@ 0.75- 3.5 feet 7.3 _ Classification Soils were visually and texturally classed in accordance with the Unified Soil Classification System. Soil classifications are indicated on the logs of the exploratory borings in Appendix A. Particle -size Distribution Tests An evaluation of the grain -size distribution of selected soil samples was performed in general accordance with the latest version of ASTM D-422 (including —200 wash). These test results were utilized in evaluating the soil classifications in accordance with the Unified Soil Classification System. Particle size distribution test results are presented on the laboratory test sheets attached in this appendix. R Value R Value test was performed in accordance with ASTM D2844. This test was useful in evaluating the response of the compacted soil. Test results are attached in this appendix. RESULTS OF R VALUE (ASTM D4844) Sample Location B1 @ 1.25 feet 62 0.83 foot B4 @ 0.75 foot 1 R -Value Equilibrium 4 80 77 80 Soil Conrosivity Tests Soluble sulfate, chloride, resistively and pH tests were performed in accordance with California Test Methods 643, 417 and 422 to assess the degree of corrosivity of the subgrade soils with regard to concrete and normal grade steel. The results of the test are presented in the following table and attached in this appendix. RESULTS OF CORROSIVITY TESTS CTM 417, CTM 422 Location PH Resistivity ohm -on Sulfate m Chloride m B3 8.4 10,000 39 11 NNIS N V 5 Natural Moisture Report (ASTM D2216) Date: March 19, 2018 Client: City of San Bernardino Address: 300 North "D" Street San Bernardino, CA 92418 Project: San Bemardino-H Street Widening Project Add: San Bernardino, CA Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Rcvd: 3/8/2018 Job Number: Report Number: Lab Number: 227017-0000843 Ph. 2 5952 115697-115700 Lab Number 115697 115698 115699 115700 Exploration No. Bi B2 B3 B4 Depth, fit. 125 0.83 0.33 3.5 Moisture Content, % 4.6 82 5.1 7.3 Respectfully Submitted, NV5 West, Inc. Reviewed by: Sammy Daghighi, PE Senior Engineering Manager 15092 Avenue of Science Suite 200 1 San Diego, CA 92128 1 www.NV5.com I Office 858.385.0500 Fax 858.715.5810 :" anstruction Quality Assurance . infrastructure • Energy . Program Management . Env ur NNIS RESISTANCE "R" VALUE TEST (CTM301 Caltrans / ASTM D28") Date: 3/19/2018 Client: City of San Bernardino Address: 300 North "D" Street 350 San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address : San Bernardino, CA Material: Yellowish Brown Silty Gravelly SAND (SM) Material Source: Native Location: Bl @ 1.25' Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Received: 3/8/2018 STABILOMETER VALUER' EXPANSION PRESSURE CHART 1.0 0.9 i L N 0.4 0.3 02 0.1 0.0 Cover Thickness by Expansion Pressure (it) Job Number: 227017-0000843 Ph 2 Report Number: 5952 Lab Number: 115697 EXUDATION PRESSURE CHART Exudation Presure 6psk7 100 95 90 85 so 75 70 05 00 55 5o 45 40 35 30 25 20 15 10 5 TEST SPECIMEN A B C D COMP. FOOT PRESSURE, psi 350 350 350 INITIAL MOISTURE % 1.6 1.6 1.6 MOISTURE @ COMPACTION % 8.4 8.8 9.2 DRY DENSITY, pd 127.2 126.8 125.7 EXUDATION PRESSURE, psi 1 502 382 215 STABILOMETER VALUER' 1 82 81 80 R VALUE BY EXUDATION 80 R -VALUE BY EXPANSION 0 R -VALUE AT EQUILIBRIUM 8Q Respectfully Submitted, NV5 West, Inc. Sammy Daghighi,PE Senior Engineering Manager 15092 Avenue of Science Suite 200 1 San Diego, CA 92128 1 www.NV5.com I Office 858.385.0500 1 Fax 858.715.5810 Construction Quality A%tx ance . Infrastructure • Energy - Program Management Environmental NNIS RESISTANCE "R" VALUE TEST (CTM301 Caltrans / ASTM D2844) Date: 3/19/2018 Client: City of San Bernardino Address: 300 North "D" Street Sampled By: San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address : San Bernardino, CA Material: Brown Silty Fine SAND (SM) Material Source: Nature Location: 82 Irl 0.83' Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Received: 3/8/2018 MOISTURE @ COMPACTION % EXPANSION PRESSURE CHART 1.0 0.9 m 0.8 0 0.7 m 0.6 c 0.5 Y V L H 0.4 m 90.3 02 0.1 OA 0 0 Job Number: Report Number: Lab Number: 227017-0000843 Ph 2 5952 115698 EXUDATION PRESSURE CHART C4 Vi v n m r m O a a a O O a a Cover Thickness by Expansion Pressure (it) Exudation Presure (psi) 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 TEST SPECIMEN A B C D COMP. FOOT PRESSURE, psi 350 350 350 INITIAL MOISTURE % 4.8 4.8 4.8 MOISTURE @ COMPACTION % 9.3 9.6 10.0 DRY DENSITY, pcf 124.4 123.0 123.1 EXUDATION PRESSURE, psi 780 311 159 STABILOMETER VALUER' 80 77 75 R -VALUE BY EXUDATION 77 R -VALUE BY EXPANSION 78 R VALUE AT EQUILIBRIUM 77 Respectfully Submitted, WVS West, Inc Sammy Daghighi,PE Senior Engineering Manager 15092 Avenue of Science Suite 200 San Diego, CA 92128 www.NV5.com Office 858.385.0500 Fax 858.715.5810 wutruetion Quality Assurance - Infrastructure . Energy • Program Management • Environmental NNIS RESISTANCE "R" VALUE TEST (CTM301 Caltrans / ASTM D2844) Date: 3/19/2018 Client: City of San Bernardino Address: 300 North "D" Street San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address: San Bernardino, CA Material: Brown Silty SAND (SM) w/Gravel Material Source: Native Location: B4 @ 3.5' Sampled By: Ray Cecena Date Sampled: 3/7/2018 Date Received: 3/8/2018 MOISTURE @ COMPACTION % EXPANSION PRESSURE CHART 1.0 Job Number: 227017-0000843 Ph 2 Report Number: 5952 Lab Number: 115700 EXUDATION PRESSURE CHART M 0.8 � 0.5 Y V L F OA m A03 02 0.1 OA K O N V! O 1" m rt O W 0 8 C C G G C C C G G Cover Thickness by Expansion Pressure (ft) Exudation Presure (psr7 100 95 90 85 w 75 70 85 w 55 50 45 40 35 30 25 20 15 10 5 0 TEST SPECIMEN A B C D COMP. FOOT PRESSURE, psi 350 350 350 INITIAL MOISTURE % 10.3 10.3 10.3 MOISTURE @ COMPACTION % 17.6 18.2 18.6 DRY DENSITY, pd 119.2 118.6 118.7 EXUDATION PRESSURE, psi 438 239 101 STABILOMETER VALUER' 81 79 76 R VALUE BY EXUDATION 80 R -VALUE BY EXPANSION 0 R -VALUE AT EQUILIBRIUM 80 Respectfully submitted. NV5 West, !w - Sammy Daghighi,PE Senior Engineering Manager 15092 Avenue of Science Suite 200 1 San Diego, CA 92128 1 www.NVS.com I Office 858385.0500 { Fax 858.715.5810 cr,st'Action QualitvAzurance . Infrastructure • Energy • Program Management • Emrironmental NiVlS REPORT OF SIEVE ANALYSIS TEST ASTM D422 - Soil Date: March 19, 2018 Client: City of San Bernardino Address: 300 North "D" Street San Bernardino, CA 92418 Project : San Bernardino -H Street Widening Project Address: San Bernardino, CA „«I „conn Job Number: 227017-OW0843 Ph 02 Report Number: 5952 Lab Number: 115698-115700 Material Silty Fine SAND SM silty SAND w Gravel (SMI Color Brown Brown Sample Location B2 @ 0.83' B4 @ 3-5 Date Sampled 3/7/2018 3/7/2018 Date Submitted 3/8/20183/8/2018 91 88 Sampled By Ray �Cecena Ray Catena Date Tested 3/9/2018 3/12/2018 TBSW By Noah Re lads I Noah Replado 11iir�'���MICii��- ��11 �■■■�IIIIi'a■r ■11■■■M IN �' ■11 ■■■1111 ■■��:!��■■17�1111�■■■� ■11■■■m1111�■..�1111.�..1f11....� , ■11�..■�1111�...�1111.r►ice 11110■■■� 1=�■■ ■� 1111 ■■■ X1111 � ■■��■� 1�1 � ■ ■ ■ � [ [. .NEE r rr =t Sample ID: 115698 115700 Sieve SiBe % Passing 63mm 2 V21 50mm 2" - !V 98 37.Smm (11/2"1 95 25mm 1" 19mm JA4" 99 91 88 12.5mm 2" 98 85 9.5mm (311r) _ _ 4.75mm [#41 97 94 83 77 2mm #10 89 69 850UM #20 425 #40 80 67 56 41 25011M 001 53 29 150 #100 39 21 75 um #200 washii 22 - 13 Rneness Modulus Shape (sand & gravel) Hardness (sand &gravel) Sva:rif Gran[ 1.4 N.R. N.R. 2.65 L7 N.R. H&D L65 Coef. of Curvature(Ccl Coef. of uniformity (Q 12.6 2093 42 119.7 %Gravel %Sand %Fines 6 72 22.0 123 64 13.o LRCS class SM sM Noom Hardness: H&a=Hard i DaaW W&F-WL,@Um &hhhk ALR--NatReoadNt WARWAVQN*1e. Respectfully subnatfea. Nvs west' hw. SwnrrWDaghWd.PE Seniar Enghwerhg Manager 15092 Avenue of Science Suite 200 - San Diego, CA 92128 - www.NVS.com - Office 858.385.0500 - Fax 858.715.5810 )A - Infrastructure - Energy - Program Management - Environmental LABORATORY REPORT Telephone (619) 425-1993 Fax 425-7917 Established 1928 CLARKSON LABORATORY AND SUPPLY I N C. 350 Trousdale Dr. Chula Vista, Ca. 91910 www.clarksonlab.com ANALYTICAL AND CONSULTING CHEMISTS Date: March 16, 2018 Purchase Order Number: 18-0441 Sales Order Number: 39363 Account Number: NV5.SD To: *-------------------------------------------------* NV5 West Inc 15092 Avenue of Science #200 San Diego, CA 92128 Attention: Michelle Albrecht Laboratory Number: 506797 Customers Phone: 858-715-5800 Fax: 858-715-5810 Sample Designation: *-------------------------------------------------* One soil sample received on 03/13/18 at 9:OOam, from San Bernardino ph 2 H Street Widening Project #227017-0000843.00 marked as B3@0-33'. Analysis By California Test 643, 1999, Department of Transportation Division of Construction, Method for Estimating the Service Life of Steel Culverts. PH 8.4 Water Added (ml) 10 5 5 5 5 5 5 5 Resistivity (ohm -cm) 39000 29000 20000 13000 10000 10000 11000 14000 79 years to perforation for a 16 gauge metal culvert. 102 years to perforation for a 14 gauge metal culvert. 141 years to perforation for a 12 gauge metal culvert. 181 years to perforation for a 10 gauge metal culvert. 220 years to perforation for a 8 gauge metal culvert. Water Soluble Sulfate Calif. Test 417 Water Soluble Chloride Calif. Test 422 X4UA'J'V0 7ti';'� Laura Torres LT/ram 0.004% (39ppm) 0.001% (llppm) Appendix C Photos NNIS H Street Widening Page 1 Project: H Street Widening Project Number. 227017-0000843.00 Techs: Todd Nugent and Ray Cecena Location: Diameter. Thickness Thickness Subgrade: Moisture: of asphalt: of base: B1 6" 1.25' None V2.75" Collected present B2 6" 4" 6' 1'7' Collected 63 6' 4" None VI f' Collected present B4 6" 4'rV and None 2'5' Collected 3 W present Notes: 131 subgrade is soft no base B2 encountered a rock at 2' 5" could not continue downward B3 no aggregate base B4 had 1" of soil between two layers of asphalt no aggregate base. Photos: 131: H Street Widening Page 2 B2: H Street Widening Page 3 .\ �_ \� �� /��� /: — .\ R. I .. \c ! } . ilA Ok. B4: H Street Widening Page 5 IM.Wrow 7 Appendix D ASFE Information about Geotechnical Report N v 5 Geotechnical-Engipeep,in,u Report � Geotechnical Services Are Performed for Speck Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical -engineering study conducted for a civil engineer may not fiilfill the needs of a constructor — a construction contractor — or even another civil engineer. Because each geotechnical- engineering study is unique, each geotechnical -engineering report is unique, prepared solely for the client No one except you should rely on this geotechnical -engineering report without first conferring with the geotechnical engineer who prepared it And no one — not even you — should apply this report for any purpose or project except the one originally contemplated- Read ontemplated Read the Full Report Serious problems have occurred because those relying on a geotechnical -engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. Geotechnical Engineers Base Each Report on a Unique Set of Project -Specific Factors Geotechnical engineers consider many unique, project specific factors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk -management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical -engineering report that was: • not prepared for you; • not prepared for your project; • not prepared for the specific site explored; or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical -engineering report include those that affect: • the function of the proposed structure, as when its changed from a parking garage to an office building, or from a light - industrial plant to a refrigerated warehouse; • the elevation, configuration, location, orientation, or weight of the proposed structure; • the composition of the design team; or project ownership. As a general rule, always inform your geotechnical engineer of project changes—even minor ones—and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed Subsurface Conditions Can Change A geotechnical -engineering report is based on conditions that existed at the time the geotechnical engineer performed the study. Do not rely on a geotechnical -engineering report whose adequacy may have been affected by, the passage of time; man-made events, such as construction on or adjacent to the site; or natural events, such as floods, droughts, earthquakes, or groundwater fluctuations. Contact the geotechnical engineer before applying this report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide geotechnical -construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the confirmation -dependent recommendations included in your report. Confirmation - dependent recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's confirmation -dependent recommendations if that engineer does not perform the geotechnical -construction observation required to confirm the recommendations' applicability A Geotechnical -Engineering Report Is Subject to Misinterpretation Other design team membersmisinterpretation of geotechnical -engineering reports has resulted in costly � problems. Confront that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team's plans and specifications. Constructors can also misinterpret a geotechnical -engineering reporL Confront that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing geotedmical construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical -engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make constructors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give constructors the complete geotechnical -engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise constructors that the report was not prepared for purposes of bid development and that the reports accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/ or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure constructors have sufficient time to perform additional study. Only then might you be in a position to give constructors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and constructors fail to recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations,A many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Environmental Concems Are Not Covered The equipment, techniques, and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical - engineering report does not usually relate any environmental findings, conclusions, or recommendations; a g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have ted to numerous projectfailures. If you have not yet obtained your own environmental information, ask your geotechnical consultant for risk -management guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold -prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, many mold- prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical- engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services performed in connection with the geotechnical engineer's study were designed or conducted for the purpose of moldprevention. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved - Rely, on Your GBC-Member Geotechnical Engineer for Additional Assistance Membership in the Geotechnical Business Council of the Geoprofessional Business Association exposes geotechnical engineers to a wide array of risk -confrontation techniques that can be of genuine benefit for everyone involved with a construction project Confer with you GBC-Member geotechnical engineer for more information GEOTECHNICAL SAUCk ; -"= COUNCIL .jiebe*F*- .siarvwsea�m.a 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 e-mail: infoOgeoprofessional org wwwgeoprofessionaLorg Copyright 2015 by Geolimfi s mW Buamm Aesecation (GBA). Duplication. reproduction. or copying of this document, or its contents, in whole or in part, by arty means whatsoever, u strictly probaite 1, except with Giles apaific written permission. Euerpting, quoting, or otherwise a rwacting wording fiom this document is permitted only with the express wrium permission of GBA, and only for purposes of acbolarly research or book review. Only members of GBA may ase this document as a complement to or as an dement of a geotechnicaltngincering report Any other firm, individual, or other entity that so uses this document without being a GBA member could be commiting negligent or intentional (fraudukat) misrepresentation. Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street Appendices November 5, 2018 Appendix C: AB 52 Consultation Appendix C euro, } Sari Bernardino Community Development Department I Planning Division May 18, 2018 Mr. Andrew Salas, Chairman Gabrieleflo Band of Mission Indians - Kizh Nation P.O. Box 393 Covina, CA 91723 Re: AB 52 Consultation Dear Mr. Salas: The City of San Bernardino (City) received the Kizh Nation's request for formal notification of proposed projects within the Tribes geographic area of traditional and cultural affiliation in accordance with AB 52. The City of San Bernardino is planning to improve H Street between Kendal Drive and 41P Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and 41P Street from two lanes, one in each direction, to four lanes, two in each direction, with pavement, curb and gutter, sidewalk and street lights improvements. The Project also would include upgrades to the existing intersections and traffic signals at Kendall Drive and Fortieth Stnsot, respectiveiy. H Street in its widened condition would be 88 feet in right-of-way width and designated as an arterial street by the City. An aerial map of the proposed project area is included as an attachment to this letter for your review. In accordance with Section 210803.1 (d), please consider this the City's formal notification that it intends to consider implementation of the referenced project it is our understanding that the Kizh Nation has 30 days to request consultation regarding this project. The City point of contact is Ms. Chantal Power and can be contacted by phone at (909) 384-7272, ext. 3328 or by e-mail at Power ChLOsbcity.om. To assist with our administrative record the City would appreciate formal notification of a request for consultation by letter or e-mail, which should be sent to the City addresses provided in this letter. If we do not receive notification within the 30 -day period, we will assume that the Klzh Nation has no tribal cultural resource concerns for the H Street Widening Project and we will proceed with the public review of a Mitigated Negative Declaration in accordance with California Environmental Quality Act procedures. Should you have any questions, please do not hesitate to contact me. Respectfully, Chantal Power Associate Planner Attachment 290 North D St, San Bernardino, CA 924011 P: 909-3847272 I www.SBCityorg May 18, 2018 Sari Bernardino Community Development Department I Planning Division San Manuel Band of Mission Indians Attn: Lee Gauss 26569 Community Center Drive Highland, CA 92346 Re: AB 52 Consultation Dear Ms. Lee Clauss: The City of San Bernardino (City) received the San Manuel Band of Mission Indians' request for formal notification of proposed projects within the Band's geographic area of traditional and cultural affiliation in accordance with AB 52. The City of San Bernardino is planning to improve H Street between Kendall Drive and 4& Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and 401' Street from two lanes, one in each direction, to four lanes, two in each direction, with pavement, curb and gutter, sidewalk and street lights improvements. The Project also would include upgrades to the existing intersections and traffic signals at Kendall Drive and Fortieth Street, respectively. H Street in its widened condition would be 88 feet in right-of-way width and designated as an arterial street by the City. An aerial map of the proposed project area is included as an attachment to this letter for your review. In accordance with Section 21080.3.1 (d), please consider this the City's formal notification that it intends to consider implementation of the referenced project. K is our understanding that the San Manuel Band has 30 days to request consultation regarding this project. The City point of contact is Ms. Chantal Power and can be contacted by phone at (909) 3847272, ext. 3328 or by e-mail at Power ChOsbcity.orrr. To assist with our administrative record the City would appreciate formal notification of a request for consultation by letter or e-mail, which should be sent to the City addresses provided in this letter. If we do not receive notification within the 30 -day period, we will assume that the San Manuel Band has no tribal cultural resource concerns for the H Street Widening Project and we will proceed with the public review of a Mitigated Negative Declaration in accordance with California Environmental Quality Act procedures. Should you have any questions, please do not hesitate to contact me. Respectfully, 1 �r Chantal Power Associate Planner Attachment 290 North D St, San Bernardino, CA 924011 P: 909-3847272 I www.SBGtV.org a Scky of an Bernardino - Community Development Department I Planning Division H � D t1� May 18, 2018 Soboba Band of Luisello Indians Ann. Joseph Ontiveros P.O. Box 487 San Jacinto, CA 92581 Re: AB 52 Consultation Dear Mr. Ontiveros: The City of San Bernardino (City) received the Soboba Band of Lulsefio Indians' request for formal notification of proposed projects within the Band's geographic area of traditional and cultural affiliation In accordance with AB 52. The City of San Bernardino is planning to improve H Street between Kendall Drive and 4& Street (herein, Project) in the City of San Bernardino, San Bernardino County, California. The Project consists of widening H Street between Kendall Drive and 40's Street from two lanes, one in each direction, to four lanes, two in each direction, with pavement, curb and gutter, sidewalk and street lights improvements. The Project also would include upgrades to the existing intersections and traffic signals at Kendall Drive and Fortieth Street, respectively. H Street in its widened condition would be 88 feet In right-of-way width and designated as an arterial street by the City. An aerial map of the proposed project area is included as an attachment to this letter for your review. In accordance with Section 210803.1 (d), please consider this the City's formal notification that it intends to consider implementation of the referenced project. It is our understanding that the Soboba Band has 30 days to request consultation regarding this project. The City point of contact is Ms. Chantal Power and can be contacted by phone at (909) 384-7272, ext. 3328 or by e-mail at Power Chpsbcitv_o. To assist with our administrative record the City would appreciate formal notdication of a request for consultation by letter or e-mail, which should be sent to the City addresses provided in this letter. If we do not receive notification within the 30 -day period, we w81 assume that the Soboba Band has no tribal cultural resource concerns for the H Street Widening Project and we will proceed with the public review of a Mitigated Negative Declaration in accordance with California Environmental Quality Act procedures. Should you have any questions, please do not hesitate to contact me. Respectfully, Chantal Power Associate Planner Attachment 290 North D St, San Bernardino, CA 92401) P: 909-3847272 1 www.SBCity org From: Jessica Mauckfmailto:JMauck0sanmanuel-nsn.govl Sent: Wednesday, July 18, 2018 2:02 PM To: Chantal Power Subject H Street Widening Project Hi Linda, Thank you for contacting the San Manuel Band of Mission Indians (SMBMI) regarding the above referenced project. SMBMI appreciates the opportunity to review the project documentation, which was received by our Cultural Resources Management Department on 19 June 2018, pursuant to CEQA (as amended, 2015) and CA PRC 21080.3.1. The proposed project area exists within Serrano ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and location of the proposed project, and given the CRM Department's present state of knowledge, SMBMI does not have any concerns with the project's implementation, as planned, at this time. As a result, SMBMI requests that the following language be made a part of the project/permit/plan conditions: 1. If human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a 100 -foot buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5 and that code enforced for the duration of the project. 2. In the event that Native American cultural resources are discovered during project activities, all work in the immediate vicinity of the find (within a 60 -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San Manuel Band of Mission Indians will be contacted if any such find occurs and be provided information and permitted/invited to perform a site visit when the archaeologist makes his/her assessment, so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. 3. If significant Native American historical resources, as defined by CEQA (as amended, 2015), are discovered and avoidance cannot be ensured, an SOI -qualified archaeologist shall be retained to develop an cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment. a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tribal Participant(s). b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project. Note. San Manuel Band of Mission Indians realizes that there may be additional tribes daiming cultural affiliation to the area, however, San Manuel Band of Mission Indians can only speak for itself. The Tribe has no objection if the agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SMBMI and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Please provide the final copy of the project/permit/plan conditions so that SMBMI may review the included language. This communication concludes SMBMI's input on this project, at this time, and no additional consultation pursuant to CEQA is required unless there is an unanticipated discovery of cultural resources during project implementation. If you should have any further questions with regard to this matter, please do not hesitate to contact me at your convenience, as 1 will be your Point of Contact (POC) for SMBMI with respect to this project Respectfully, Jessica Mauck CULTURAL RESOURCES ANALYST 0: (909) 864-6933 x3249 M: (909) 725-9054 26569 Community Center Drive, Higland Califomia 92346 SAN,*.MANUEL W, DOE ,' ,MISSION I W,5 THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader of this message is not the intended recipient or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination or copying of this communication is strictly prohibited. If you have received this electronic transmission in error, please delete it from your system without copying it and notify the sender by reply e-mail so that the email address record can be corrected. Thank You Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 401h Street Appendices November 5, 2oi8 Appendix D: Responses to Comments Appendix D Initial Study/Mitigated Negative Dedaration Widening of H Street between Kendall Drive and 401h Street Appendices November 5, 2oi8 Responses to Comments CEQA Guidelines §iso?4 (b) requires the decision-making body of the lead agency to consider a proposed mitigated negative declaration together with any comments received during the public review process prior to approving a project. The decision-making body shall adopt the proposed negative declaration only if it finds on the basis of the whole record before it (including the initial study and any comments received), that there is no significant evidence that the project will have a significant effect on the environment and that the negative declaration or mitigated negative declaration reflects the lead agency's independent judgement and analysis. The following discussion includes all comments received by the City of San Bernardino from organizations and individuals on the proposed Widening of H Street between Kendall Drive and 4oth Street Project Initial Study/Mitigated Negative Declaration during the CEQA public review period, which took place from September 14 through October 15, 2o18. The comment letters and good faith, reasoned analysis in response are included herein. The Mowing is a list of agencies and persons that submitted comments on the Initial Study during the public review period. Comments are indexed by a letter for reference purposes. Comment Letter/Email Organization or Person Date A Gabrieleno Band of Mission Indians/Kith Nation September 21, 2018 B San Manuel Band of Mission Indians July 18, 2018 The comments did not raise any issues or concerns that would result in new impacts, or new, or revised mitigation measures. The comments, and responses to comments, and revised IS/MND do not warrant recirculation in accordance with §15073.5 of the California Environmental Quality Act (CEQA) Guidelines. Appendix D — i Initial Study/Mitigated Negative Declaration Widening of H Street between Kend&U Drive and 4oth Street Appendices November 5,2o18 Comment Letter A - Gabrieleno Band of Mission Indians/Kizh Nation dated September 21, 2018 �.� GA6KICLCNO SAND OF MISSION INDO N5 - KIZH NATION f j'st —Jc 6c -n as] lm San Cia6vd N.J of M� Wom �A 69 the State of CaWamia a+ the a6an 'rA tnbe or the Las Ameks basin 'tMNaO' Notice of Indent to Adopt An Initial Study/ Mitittated Negative Declaration September 21, 2018 Ms. Chantal Power City of San Bernardino, Community Development 201-B, N. E Street San Bernardino, CA 92401 Good morning Ms. Chantel Power, We have received your Notice of Intent to adopt a Negative Declaration for this project Widening of H Street A-1 between Kendall Drive and 4& Street in the location of the County of San Bernardino. Our Tribal Government would like to be consulted if any ground disturbance will be conducted for this project Sincerely Leede Gabrieleno Band of Mission Indians/Kizh Nation (1844) 390-0787 Office 11nd"5al40v Ns" S1b%ViCe4C0kOW F05-393 („oven.GA ?172; WWWAdw6w*&AVW4,eoems Dr. CWvWw ArYgi Uw% m, f r , Riarrd6wau, Ch1W-9rv.mude1trdm Appendix D -- 2 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4oth Street Appendices November 5, 2018 Response to Comment Letter A Gabrieleno Band of Mission Indians/lUmh Nation dated September 21, 2M Response A is The commenter notes that it would like to be consulted in the event of ground disturbance during Project construction. The City shall consult with the Gabrieleno Band of Mission Indians/Kizh Nation's Tribal Government prior to any ground -disturbing activity. Appendix D — 3 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 40th Street Appendices November 5, 2oi8 Comment Letter B - San Manuel Band of Mission Indians dated July 18, 2018 From: Jessica Nauck [trellilba:V4nudtOWw, a wpil-m— v] Senn Wednesday, July 18, 2018 2:02 PM To: Chantal Power Subject: H Street Widening Project Hi Lunda, Thank you for contacting the San Manuel Band of Mission Indians (SMBMI) regarding the above referenced project. SMBMI appreciates the opportunity to review the project documentation, which was received by our Cultural Resources Management Department on 19 June 2018, pursuant to CEQA (as amended, 2015) and CA PRC 21080.3.1. The proposed project area exists within Serrano ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and location of the c' proposed project, and given the CRM Departments present state of knowledge, SMBMI does not have any concerns with the project's implementation, as planned, at this time. As a result, SMBMI requests that the following language be made a part of the project/permit/plan conditions: S. If human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a 1004bot buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §70505 and that code enforced for the duration of the project. 2. In the event that Native American cultural resources are discovered during project activities, all work in the immediate vicinity of the find (within a 60 -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San B_2 Manuel Band of Mission Indians will be contacted if any such find occurs and be provided information and permitted/invited to perform a site visit when the archaeologist makes his/her assessment, so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. 3. If significant Native American historical resources, as defined by CEQA (as amended, 2015), are discovered and avoidance cannot be ensured, an SOI -qualified archaeologist shall be retained to develop an cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment &3 a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tribal Participant(s). b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project Note: son Manuel Bond ojMission Indians reatizes that there maybe additional tribes claiming cultural off cation to the area; however, San Manuel Bond of Mission Indians can only speak Jar itself. The Tribe has no objection if the B-4 agency, developer, and/or archaeologist wishes to consu t with other tribes in addition to SMBMI and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Please provide the final copy of the project/permit/plan conditions so that SMBMI may review the included language. This communication concludes SMBMI's input on this project, at this time, and noB-5 additional consultation pursuant to CEQA is required unless there is an unanticipated discovery of Appendix D - 4 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 40th Street Appendices November 5, 2018 Response to Comment Letter B San Manuel Band of Mission Indians dated July 18, 2o18 Response B -i: The commenter notes that it does not have any concerns with the Project's implementation at this time due to the nature and location of the proposed Project. However, the San Manuel Band of Mission Indians requests that the Project comply with California Health and Safety Code §7050.5 in the event any human remains or funerary objects are encountered during any activities associated with the Project. The City has included Mitigation Measure TRIBE -i Native American Human Remains in Section 4.17 of the IS/MND to address this request. Response B-2: The San Manuel Band of Mission Indians requests that the Project work to protect Native American cultural resources, including hiring a qualified archaeologist meeting Secretary of Interior standards if a resource is uncovered during construction. Additionally, the Tnbe requests it be consulted in the event of a discovery. The City has included Mitigation Measure TRIBE -2 Native American Cultural Resources in Section 4.17 of the IS/MND to address this request. Response B-3: The San Manuel Band of Mission Indians requests that the Project work to protect Native American historical resources, including hiring a qualified archaeologist meeting Secretary of Interior standards to develop appropriate plans if a resource is uncovered during construction. The City has included Mitigation Measure TRIBE -3 Native American Historical Resources in Section 4.17 of the IS/MND to address this request. Response B-4: The commenter notes - San Manuel Band of Mission Indians realizes that there may be additional tribes claiming cultural affiliation to the area; however, San Manuel Band of Mission Indians can only speak for itself. The Tribe has no objection if the agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SMBMI and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Response B-5: The commenter requests a final copy of the Project/permit/plan so that SMBMI may review the included language. The City shall provide SMBMI with a copy of the Final IS/MND. Appendix D — 5 EXHIBIT B Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o'h Street Appendices November 5, 2018 Responses to Comments CEQA Guidelines §15o74 (b) requires the decision -malting body of the lead agency to consider a proposed mitigated negative declaration together with any comments received during the public review process prior to approving a project. The decision-making body shall adopt the proposed negative declaration only if it finds on the basis of the whole record before it (including the initial study and any comments received), that there is no significant evidence that the project will have a significant effect on the environment and that the negative declaration or mitigated negative declaration reflects the lead agency's independent judgement and analysis. The following discussion includes all comments received by the City of San Bernardino from organizations and individuals on the proposed Widening of H Street between Kendall Drive and 4oth Street Project Initial Study/Mitigated Negative Declaration during the CEQA public review period, which took place from September 14 through October 15, 2018. The comment letters and good faith, reasoned analysis in response are included herein. The following is a list of agencies and persons that submitted comments on the Initial Study during the public review period. Comments are indexed by a letter for reference purposes. Comment Letter/Email Organization or Person Date A Gabrieleno Band of Mission Indians/Kizh Nation September 21, 2018 B San Manuel Band of Mission Indians July 18, 2o18 The comments did not raise any issues or concerns that would result in new impacts, or new, or revised mitigation measures. The comments, and responses to comments, and revised IS/MND do not warrant recirculation in accordance with §15073.5 of the California Environmental Quality Act (CEQA) Guidelines. Appendix D —1 Initial Study/Mitigated Negative Declaration Widening of H Street between Kendall Drive and 4o'h Street Appendices November 5, 2018 Comment Letter A - Gabrieleno Band of Mission Indians/Kith Nation dated September 21, 2018 COME LGNO SAND OF M15510N INDIANS - KIZH NATION T ) istoncalyknownas-)heSanGa6neljandof Wman IndWns nn:ogn¢e.i by the Swtc of Cafifonva as the aboriginal tube of the Los Angeles baain t,a, trrr+' Notice of Intent to Adopt An Initial Study/ Mitieated Neative Dedaration September 21, 2018 Ms. Chantal Power City of San Bernardino, Community Development 201-8, N. E Street San Bernardino, CA 92401 Good morning Ms. Chantel Power, We have received your Notice of Intent to adopt a Negative Declaration for this project Widening of H Street A-1 between Kendall Drive and 4& Street in the location of the County of San Bernardino. Our Tribal Government would like to be consulted if any ground disturbance will be conducted for this project Sincerely Lexie Gabrieleno Band of Mission Indians/Kizh Nation (1844) 390-0787 Office Nd4-5M160rim.. Ilkw FwVZ'ft u 1 FO6-395 Conna,%A 91723 n.aa. rr.% vloborrw.a M.rlh Gwvalu I.fflftb ffli n ,i : A..1'1-4,1 _ ,knot ftdm Grad... Chd .. efdw ,- of ElAan q,,bnelerwn+dwna®yaboo.ram Appendix D — 2 Initial Study/Mitigated Negative Dedlaration Widening of H Sheet between KendaU Drive and 4oth Street Appendices November 5, 2018 Response to Comment Letter A Gabrieleno Band of Mission Indians/lUzh Nation dated September 21, 2018 Response A-1: The commenter notes that it would like to be consulted in the event of ground disturbance during Project construction. The City shall consult with the Gabrieleno Band of Mission Indians/Kizh Nation's Tribal Government prior to any ground -disturbing activity. Appendix D — 3 Initial Study/Mitigated Negative Dedlaration Widening of H Street between Kendall Drive and 4o k Street Appendices November 5, 2018 Comment Leiter B — San Manuel Band of Mission Indians dated July 18, 2018 From: ]essica rlauck [....:::;:.:_::�.)i ] Serf Wednesday, JuRy 18, 2018 2:02 PM To: Chantal Power Subject H Street Widening Project Hi Linda, Thank you for contacting the San Manuel Band of Mission Indians (SMBMQ regarding the above referenced project. SMBMI appreciates the opportunity to review the project documentation, which was received by our Cultural Resources Management Department on 19 June 2018, pursuant to CEQA (as amended, 2015) and CA PRC 21080.3.1. The proposed project area exists within Serrano ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and location of the B-1 proposed project and given the CRM Department's present state of knowledge, SMBMI does not have any concerns with the project's implementation, as planned, at this time. As a result, SMBMI requests that the following language be made a part of the project/permit/plan conditions: 1. If human remains or funerary objects are encountered during any activities associated with the project, work in the immediate vicinity (within a 100 -foot buffer of the find) shall cease and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5 and that code enforced for the duration of the project 2 in the event that Nature American cultural resources are discovered during project activities, all work in the immediate vicinity of the find (within a 60 -foot buffer) shall cease and a qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work on the other portions of the project outside of the buffered area may continue during this assessment period. Additionally, San I B-2 Marvel Band of Mission Indians will be contacted 9 arty such find occurs and be provided information and permitted/invited to perform a site visit when the archaeologist makes his/her assessment so as to provide Tribal input. The archaeologist shall complete an isolate record for the find and submit this document to the applicant and Lead Agency for dissemination to the San Manuel Band of Mission Indians. 3. If significant Native American historical resources, as defined by CEQA (as amended, 2015), are - discovered and avoidance cannot be ensured, an SOI -qualified archaeologist shall be retained to develop an cultural resources Treatment Plan, as well as a Discovery and Monitoring Plan, the drafts of which shall be provided to San Manuel Band of Mission Indians for review and comment B_3 a. All in -field investigations, assessments, and/or data recovery enacted pursuant to the finalized Treatment Plan shall be monitored by a San Manuel Band of Mission Indians Tribal Participant(s). I b. The Lead Agency and/or applicant shall, in good faith, consult with San Manuel Band of Mission Indians on the disposition and treatment of any artifacts or other cultural materials encountered during the project. Note: sun Manuel Band of Mission Indians realizes that there maybe ackkional tribes daiming cultural affilwtion to the area; however, Son Manuel Band of Mission Indians can only speak for itself. The Tribe has no objection if the B,4 agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SMBMI and if the Lead D Agency wishes to revise the conditions to recognize additional tribes. Please provide the final copy of the project/permit/pkan conditions so that SMBM1 may review the included language. This communication concludes SMBMI's input on this project, at this time, and no B-5 additional consultation pursuant to CEQA is required unless there is an unanticipated discovery of $ Appendix D — 4 Initial Study/Mitigated Negative Declaration Widening of H Street between Rendall Drive and 4ok Street Appendices November 5, 2o18 Response to Comment Letter B San Manuel Band of Mission Indians dated July 18, 2o18 Response B -i: The commenter notes that it does not have any concerns with the Project's implementation at this time due to the nature and location of the proposed Project. However, the San Manuel Band of Mission Indians requests that the Project comply with California Health and Safety Code §7o5o.5 in the event any human remains or funerary objects are encountered during any activities associated with the Project. The City has included Mitigation Measure TRIBE -1 Native American Human Remains in Section 4.17 of the IS/MND to address this request. Response B-2: The San Manuel Band of Mission Indians requests that the Project work to protect Native American cultural resources, including hiring a qualified archaeologist meeting Secretary of Interior standards if a resource is uncovered during construction. Additionally, the Tribe requests it be consulted in the event of a discovery. The City has included Mitigation Measure TRIBE -2 Native American Cultural Resources in Section 4.17 of the IS/MND to address this request. Response B-3: The San Manuel Band of Mission Indians requests that the Project work to protect Native American historical resources, including hiring a qualified archaeologist meeting Secretary of Interior standards to develop appropriate plans if a resource is uncovered during construction. The City has included Mitigation Measure TRIBE -3 Native American Historical Resources in Section 4.17 of the IS/MND to address this request. Response B-4: The commenter notes: San Manuel Band of Mission Indians realizes that there may be additional tribes claiming cultural affiliation to the area; however, San Manuel Band of Mission Indians can only speak for itself. The Tribe has no objection if the agency, developer, and/or archaeologist wishes to consult with other tribes in addition to SMBMI and if the Lead Agency wishes to revise the conditions to recognize additional tribes. Response B-5: The commenter requests a final copy of the Project/permit/plan so that SMBMI may review the included language. The City shall provide SMBMI with a copy of the Final IS/MND. Appendix D — 5 EXHIBIT C NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION AND TO BEGIN THE 30 DAY PUBLIC REVIEW PERIOD To: County of San Bernardino Clerk of the Board 385 N. Arrowhead Avenue San Bernardino, CA 92415-0022 Dane: September 10, 2018 Public Review Period: September 14, 2018 -October 15, 2018 Subject: Notice of Intent to Adopt a Mitigated Negative Declaration Lead Agency: City of San Bernardino Community Development 201-B, N. `E" Street San Bernardino, CA 92401-1507 Contact: Oliver Mujica and Contact Chantal Power Phone: (909) 384-7272 x 3332 Phone: (909) 384-7272 x 3328 E -Mail: muiica olti3tsbcity.oro E-mail: power chO-sbcitv.org Findings/Potential Environmental Effects: The City of San Bernardino (City) is the Lead Agency preparing an Initial Study for the project described below. The Initial Study makes the proposed findings that, with Implementation of the mitigation measures provided, the project will not have a significant adverse effect on the environment. We need to know the comments and concerns of interested and responsible agencies and the public regarding the content of the Initial Study. Please send any comments to Ms. Chantal Power at the City of San Bernardino at the address listed above. We will need the name, address, and telephone number of a contact person if comments are submitted. Project Title: Widening of H Street between Kendall Drive and 40th Street State Clearinghouse Number. Not Yet Assigned Project Location: San Bernardino County, City of San Bernardino. The proposed Project is located on H Street between Kendall Drive and 4(P Street. Project Description: The City is planning to improve H Street between Kendall Drive and 40th Street (herein, Project). The Project consists of widening H Street between Kendall Drive and 40th Street from two lanes - one in each direction - to four lanes - two in each direction - with pavement, curb and gutter, 6 -foot wide sidewalks, and street lights improvements. The Project envisions left turn pockets at intersections and modifications to traffic signals at both intersections to match the new configuration of the intersections. Approval of entitlements for the proposed project is a discretionary decision or "project" that requires evaluation under the Caltfomia Environmental Quality Act (CEQA). This Mitigated Negative Declaration is the proposed CEQA environmental determination for this project. The City of San Bernardino, acting as the CEQA lead agency for this project, will consider adoption of this Mitigated Negative Declaration at a future scheduled public meeting. Any commenters will be noted of the meeting date and location where adoption of the Mitigated Negative Declaration will be considered by the City. NOTICE OF INTENT (page 2 of 2) Copies of the Initial Study and/or project technical studies are available for public review at the City office at the address identified at the top of this Notice and on the City's website under the Community Development Department, Planning, Environmental Documents (httpJ/www.ci.san- bemardino.ce.usfc tyhalVcommurxty_developmentlplanning/environmental documents.asp). The 30 -day public review period for the Initial Study begins on September 14, 2018 and will dose on October 15, 2018. Any comments you have must be submitted in writing no later than the se of the comment period. 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Street Address: P.O. Box 3044 1400 Tenth St., Rm 113 Sacramento, CA 95812-3044 Sacramento, CA 95814 ® County Clerk County of: San Bernardino, Clerk of the Board Address: 385 N. Anowhead Avenue San Bernardino, CA 92415-0022 EXHIBIT E Appendix D From: Public Agency: City of San Bernardino Address: 201-8, N. `E° Street San Bernardino, CA 92401-1507 Contact:Chantal Power, Associate Planner Phone:(909) 384-7272 x 3328 Lead Agency (if different from above): Address: Contact: Phone: SUBJECT: Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resources Code. State Clearinghouse Number (if submitted to State Clearinghouse): Project Title: Widening of H Street between Kendall Drive and 40th Stmt Project Applicant: City of San Bernardino, Community Development Project Location (include county): H Street from Kendall Dr to 40th St, San Bernardino, San Bernadino County Project Description: The Project consists of widening H Street between Kendall Drive and 40th Strut from two lanes — one in each direction — to four lanes — two in each direction — with pavement, curb and gutter, 64bot wide sidewalks, and street lights improvements. The Project envisions left tum pockets at intersections and modifications to traffic signals at both intersections to match the new configuration of the intersections. A Mitigated Negative Declaration was prepared for the Project to comply with the California Environmental Quality Act (CEQA). This is to advise that the City of San Bernardino has approved the above (® Lead Agency or ❑ Responsible Agency) described project on 12/19/18 and has made the following determinations regarding the above (date) described project. 1. The project [❑ will ® will not] have a significant effect on the environment. 2. ❑ An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. ® A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation measures [® were ❑ were not] made a condition of the approval of the project. 4. A mitigation reporting or monitoring plan [® was ❑ was not] adopted for this project. 5. A statement of Overriding Considerations [❑ was ® was not] adopted for this project. 6. Findings [® were [I were not] made pursuant to the provisions of CEQA. This is to certify that the final EIR with comments and responses and record of project approval, or the negative Declaration, is available to the General Public at: of San Bernardino Community Development Signature (Public Agency): Date: Title: Date Received for filing at OPR: Authority cited: Sections 21083, Public Resources Code. Reference Section 21000-21174, Public Resources Code. Revised 2011