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Home My Public Portal AboutParkwest_Draft_IS_MND_Appendices-101122Parkwest Project 1111111111. DRAFT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION APPENDICES A-7 October 2022 City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, California 92832 Table of Contents TABLE OF CONTENTS Section Page 1.0 Introduction 1-1 1.1 Purpose of the Initial Study 1-1 1.2 California Environmental Quality Act Compliance 1-1 1.3 Previous Environmental Documentation 1-2 1.4 Project Summary 1-3 1.4.1 Location 1-3 1.4.2 Project Proponent 1-3 1.4.3 Existing General Plan and Zoning 1-3 1.4.4 Existing Setting 1-3 1.4.5 Proposed Development 1-4 1.5 Summary of Findings 1-4 1.6 Intended Uses of this Document 1-5 1.7 Organization of the Initial Study 1-5 2.0 Project Location and Environmental Setting 2-1 2.1 Project Location 2-1 2.2 Existing Site and Area Characteristics 2-1 2.2.1 Site Access 2-1 2.2.2 Existing Conditions 2-1 2.2.3 Existing Physical Conditions 2-2 2.2.4 Surrounding Land Uses and Development 2-3 2.3 Planning Context 2-3 2.3.1 General Plan Designation 2-3 2.3.2 Zoning Designation 2-3 3.0 Project Description 3-1 3.1 Residential Land Use 3-1 3.2 Hotel Land Use 3-2 3.3 Retail Uses 3-2 3.4 Project Amenities 3-2 3.5 Parking 3-3 3.6 Private Open Space 3-3 3.7 Lighting 3-3 3.8 Construction Activities 3-4 3.8.1 Demolition 3-4 PARKWEST PROJECT i INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Table of Contents 3.8.2 Building Construction 3-5 3.9 Discretionary Approvals 3-5 3.9.1 Mitigated Negative Declaration 3-5 3.10 Ministerial Approvals 3-5 4.0 Environmental Checklist 4-1 4.1 Aesthetics 4-3 4.2 Agriculture and Forestry Resources 4-11 4.3 Air Quality 4-13 4.4 Biological Resources 4-31 4.5 Cultural Resources 4-37 4.6 Energy 4-46 4.7 Geology and Soils 4-52 4.8 Greenhouse Gas Emissions 4-60 4.9 Hazards and Hazardous Materials 4-75 4.10 Hydrology and Water Quality 4-86 4.11 Land Use and Planning 4-95 4.12 Mineral Resources 4-104 4.13 Noise 4-106 4.14 Population and Housing 4-125 4.15 Public Services 4-128 4.16 Recreation 4-135 4.17 Transportation 4-138 4.18 Tribal Cultural Resources 4-149 4.19 Utilities and Service Systems 4-152 4.20 Wildfire 4-160 4.21 Mandatory Findings of Significance 4-163 5.0 List of Preparers 5-1 6.0 References 6-1 ii PARKWEST PROJECT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Table of Contents TABLES Table Page 3-1 Site 1 - Residential Units 3-1 3-2 Site 2 - Residential Units 3-2 3-3 Site 1 - Hotel Rooms 3-2 3-4 Site 1 - Proposed Parking Breakdown 3-3 3-5 Site 2 - Proposed Parking Breakdown 3-3 3-6 Estimated Daily Construction Equipment 3-4 4-1 Air Quality Measurements at the Anaheim Monitoring Station 4-16 4-2 Attainment Status of Criteria Pollutants in the South Coast Air Basin 4-18 4-3 California and Federal Ambient Air Quality Standards 4-20 4-4 South Coast Air Quality Management District Air Quality Significance Thresholds 4-21 4-5 Estimated Maximum Daily Regional Construction Emissions 4-24 4-6 Construction -Phase Localized Significance Threshold Emissions 4-25 4-7 Peak Daily Operational Emissions 4-26 4-8 Cultural Resource Studies Within 0.25 -Mile of the Project Site 4-43 4-9 Energy Use During Construction 4-49 4-10 Energy Use During Operations 4-50 4-11 Estimated GreenHouse Gas Emissions from Construction 4-67 4-12 Estimated Annual GreenHouse Gas Emissions from Project Operation 4-67 4-13 Estimated Total Project Annual Greenhouse Gas Emissions 4-68 4-14 The Fullerton Plan Climate Action Plan GHG Reduction Measures 4-70 4-15 Proposed Project General Plan Consistency Analysis 4-99 4-16 Noise Levels For Common Events 4-110 4-17 Noise Levels For Locations 3 and 4 4-113 4-18 Land Use Compatibility for Community Noise Environments 4-115 4-19 City of Fullerton Noise Ordinance Standards for Residential Land Uses 4-116 4-20 Change in Traffic Noise with Project 4-118 4-21 Construction Noise Levels at Noise -Sensitive Uses 4-119 4-22 Vibration Damage Threshold Criteria 4-121 4-23 Vibration Annoyance Criteria 4-121 4-24 Vibration Levels for Construction Equipment 4-122 4-25 Vibration Annoyance Levels at Sensitive Uses 4-122 4-26 Building Damage Levels at Nearby Uses 4-123 4-27 City of Fullerton Public Parks Within One Mile of the Project 4-136 4-28 Project Trip Generation 4-142 4-29 Project Trip Distribution 4-143 PARKWEST PROJECT ill INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Table of Contents EXHIBITS Exhibit Follows Page 1-1 Regional Location and Local Vicinity 1-3 1-2 Aerial Photograph 1-4 3 -1a -f Site Plan 3-1 3 -2a -c Building Elevations 3-1 4 -1a -e Site Photographs 4-5 4 -2a -b Photo Simulations 4-8 APPENDICES Appendix A Air Quality and Greenhouse Gas Emissions Data B Cultural Resources Records Search C Energy Data D Preliminary Geotechnical Investigation Report and Paleontological Records Search E Phase I Environmental Site Assessment F Phase II Environmental Site Assessment G Preliminary Water Quality Management Plan H Noise Data I Parking Study, Local Transportation Analysis, and Vehicle Miles Traveled Analysis J AB 52 and SB 18 Letters iv PARKWEST PROJECT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Table of Contents ACRONYM LIST AAM Annual Arithmetic Mean AB Assembly Bill ac acre ACM asbestos -containing materials of Acre-feet AFY acre-feet per year AQMP Air Quality Management Plan bgs below the existing ground surface BMP Best Management Practice CAAQS California Ambient Air Quality Standards CalARPP California Accidental Release Prevention Program CalEEMod California Emissions Estimator Model CalEPA California Environmental Protection Agency CAL FIRE California Department of Forestry and Fire Prevention CALGreen Code California Green Building Standards Code CalOSHA State Occupational Safety and Health Regulations Caltrans California Department of Transportation CARB California Air Resources Board CBC California Building Code CCR California Code of Regulations CDFW California Department of Fish and Wildlife CEC California Energy Commission CEQA California Environmental Quality Act CGS California Geological Survey CH4 methane CNEL Community Noise Equivalent Level CO carbon monoxide CO2 carbon dioxide Cortese List Hazardous Waste and Substances Site List CPUC California Public Utilities Commission CWA Clean Water Act cy cubic yards dBA A -weighted decibel scale DIFs Development Impact Fees DOC Department of Conservation DOGGR California Division of Oil, Gas, and Geothermal Resources DPM diesel particulate matter DTSC Department of Toxic Substances Control DTSC-SLs Department of Toxic Substance Control Screening Levels du dwelling units EAP Energy Action Plan EIR Environmental Impact Report EMFAC EMissions FACtor EO Executive Order ESA Environmental Site Assessment FEMA Federal Emergency Management Agency FMMP Farmland Mapping and Monitoring Program PARKWEST PROJECT v INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Table of Contents ft feet FTA Federal Transportation Administration FTC Fullerton Town Center GHG greenhouse gas GP General Plan gpcd gallons per capita per day HCP Habitat Conservation Plan HFC hydrofluorocarbons HOA Homeowners Association HVAC heating, ventilation, and air conditioning HWCA California Hazardous Waste Control Act I Interstate in/sec inches per second IRPs integrated resources plans IS/MND Initial Study/Mitigated Negative Declaration ISSD Investigative & Support Services Division ITE Institute of Transportation Engineers km kilometer LACSD Los Angeles County Sanitation District LBP lead -based paint Leq energy average Leq dBA Equivalent Continuous Noise Level in A -weighted decibels Lmax maximum noise level Lmin minimum noise level LOS Level of Service LST localized significance threshold MBTA Migratory Bird Treaty Act MEI maximally exposed individual mg Million Gallons mgd million gallons of wastewater per day mg/m3 milligrams per cubic meter mph miles per hour MPO metropolitan planning organization MRF Materials Recovery Facility MRZs Mineral Resources Zones MRZ-1 Mineral Resource Zone -1 (an area with no significant mineral deposits) MRZ-2 Mineral Resource Zone -2 (an area with significant mineral deposits) MRZ-3 Mineral Resource Zone -3 (an area containing known mineral resources of undetermined significance) MTCO2e metric tons of carbon dioxide equivalent metric tons of CO2 equivalent MTCO2e/yr metric tons of CO2 equivalent per year NAAQS National Ambient Air Quality Standards N -C Neighborhood Commercial NCCP Natural Community Conservation Plan NHMP Natural Hazard Mitigation Plan NPDES National Pollutant Discharge Elimination System vi PARKWEST PROJECT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Table of Contents N20 nitrous oxide NO nitric oxide NO2 nitrogen dioxide NOI Notice of Intent NOx nitrogen oxide 03 ozone OCPs organochlorine pesticides OEHHA Office of Environmental Health Hazard Assessment OPR Governor's Office of Planning and Research OSHA Federal Occupational Safety and Health Regulations PEIR Program Environmental Impact Report PFC perfluorocarbons PM2.5 fine particulate matter with a diameter of 2.5 microns or less PM10 respirable particulate matter with a diameter of 10 microns or less ppm parts per million ppv peak particle velocity PRD Permit Registration Document pvc polyvinyl chloride R-1 One -Family Residential R-3 Limited Density, Multiple Residential R-4 Medium Density, Multiple Residential RCP Regional Comprehensive Plan RCRA Resource Conservation and Recovery Act REC recognized environmental condition RHNA Regional Housing Needs Assessment RPS Renewable Portfolio Standard RSLs Residential Regional Screening Levels RTP/SCS Regional Transportation Plan/Sustainable Communities Strategy RWQCB Regional Water Quality Control Board SB Senate Bill S -C Service Commercial SCAG Southern California Association of Governments SCAQMD South Coast Air Quality Management District SCE Southern California Edison SCGC Southern California Gas Company SCS Sustainable Communities Strategy sf square feet SF6 sulfur hexafluoride SIP State Implementation Plan SO2 sulfur dioxide SoCAB South Coast Air Basin S -P Specific Plan SR State Route SUSMP standard urban stormwater mitigation plan SWP State Water Project SWPPP Storm Water Pollution Prevention Plan SWRCB State Water Resources Control Board TACs toxic air contaminants PARKWEST PROJECT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION vii Table of Contents The Fullerton Plan The Fullerton Plan 2030 General Plan TPA Transit Priority Area µg/m3 micrograms per cubic meter USACE U.S. Army Corps of Engineers USEPA U.S. Environmental Protection Agency USFWS U.S. Fish and Wildlife Service USGS U.S. Geological Survey UWMP Urban Water Management Plan VdB vibration decibels VHFHSZ Very High Fire Hazard Severity Zone VMT vehicle miles traveled VOC volatile organic compound viii PARKWEST PROJECT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Appendix A Air Quality and Greenhouse Gas Emissions Data CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Parkwest Development Project Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage Land Uses I Size Metric I Lot Acreage I Floor Surface Area I Population 1.00 1000sgft 1 0.02 1,000.00 4 4 Enclosed Parking with Elevator 1 660.00 Space 5.94 264,000.00 • 124.00 Room 1 2.87 • 125,000.00 1 0 1 Apartments Mid Rise • 286.00 Dwelling Unit 1.96 85,243.00 1 818 +- ----- -1 Strip Mall • 3.57 1000sgft 0.08 3,570.00 • 0 Enclosed Parking Structure Hotel 0 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2025 Utility Company Southern California Edison CO2 Intensity 348.64 CH4 Intensity 0.033 N20 Intensity 0.004 (Ib/MWhr) (Ib/MWhr) (Ib/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - GHG intensity factor based on the web version of CalEEMod Land Use - Based on Project Description Construction Phase - Based on data request Trips and VMT - Demolition - Grading - Architectural Coating - Vehicle Trips - Based on traffic study. Trip length based on 2 miles average for a cafe. CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Woodstoves - No fireplaces Area Coating - Water And Wastewater - Outdoor watering assumes 300 gals/day to water the outdoor plants Construction Off -road Equipment Mitigation - Mobile Land Use Mitigation - Waste Mitigation - Fleet Mix - Fleet mix adjusted to reflect lack of heavy trucks for residential uses. Stationary Sources - Emergency Generators and Fire Pumps - Table Name Column Name Default Value New Value tblConstructionPhase tblConstructionPhase tblConstructionPhase tblFireplaces tblFireplaces tblFireplaces tblFireplaces tblFireplaces tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix • NumDays NumDays NumDays FireplaceDayYear FireplaceHourDay FireplaceWoodMass NumberGas NumberWood HHD HHD HHD HHD HHD LDA LDA LDA LDA LDA LDT1 • Y Y Y • Y • Y Y • Y Y • Y • Y Y • • • 20.00 30.00 300.00 25.00 3.00 1,019.20 243.10 14.30 4.9260e-003 4.9260e-003 4.9260e-003 4.9260e-003 4.9260e-003 0.55 0.55 0.55 0.55 0.55 0.06 4 e 4 35.00 45.00 430.00 0.00 0.00 0.00 0.00 0.00 5.1615e-003 5.1615e-003 5.1615e-003 5.1615e-003 5.1615e-003 0.57 0.57 0.57 0.57 0.57 0.06 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 38 Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:20 PM tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix 4 • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LDT1 LDT1 LDT1 LDT1 LDT2 LDT2 LDT2 LDT2 LDT2 LHD1 LHD1 LHD1 LHD1 LHD1 LHD2 LHD2 LHD2 LHD2 LHD2 MCY MCY MCY MCY MCY MDV MDV MDV MDV • 4 • Y • • Y 0.06 0.06 0.06 0.06 0.19 0.19 0.19 0.19 0.19 0.02 0.02 0.02 0.02 0.02 6.6790e-003 6.6790e-003 6.6790e-003 6.6790e-003 6.6790e-003 0.02 0.02 0.02 0.02 0.02 0.13 0.13 0.13 0.13 } e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 t e 4 1 e 4 1 e 4 i e 4 I e 4 I e je I T 0.06 0.06 0.06 0.06 0.19 0.19 0.19 0.19 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.03 0.03 0.03 0.13 0.13 0.13 0.13 tblFleetMix MDV 0.13 0.13 CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 38 Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:20 PM tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblGrading tblGrading tblLandUse 4 • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MH MH MH MH MH MHD MHD MHD MHD MHD OBUS OBUS OBUS OBUS OBUS SBUS SBUS SBUS SBUS SBUS UBUS UBUS UBUS UBUS UBUS AcresOfGrading MaterialExported LandUseSquareFeet • 4 • Y • Y 3.8010e-003 3.8010e-003 3.8010e-003 3.8010e-003 3.8010e-003 0.01 0.01 0.01 0.01 0.01 6.6200e-004 6.6200e-004 6.6200e-004 6.6200e-004 6.6200e-004 7.0500e-004 7.0500e-004 7.0500e-004 7.0500e-004 7.0500e-004 3.7800e-004 3.7800e-004 3.7800e-004 3.7800e-004 3.7800e-004 135.00 0.00 180,048.00 } e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 t e 4 1 e 4 1 e 4 i e 4 I e 4 I e je I T 3.9827e-003 3.9827e-003 3.9827e-003 3.9827e-003 3.9827e-003 0.00 0.00 0.00 0.00 0.00 6.9365e-004 6.9365e-004 6.9365e-004 6.9365e-004 6.9365e-004 7.3870e-004 7.3870e-004 7.3870e-004 7.3870e-004 7.3870e-004 3.9607e-004 3.9607e-004 3.9607e-004 3.9607e-004 3.9607e-004 90.00 5,500.00 125,000.00 tblLandUse LandUseSquareFeet 286,000.00 85,243.00 CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 38 Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:20 PM tblLandUse tblLandUse tbI ProjectCharacteristics tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblWoodstoves tblWoodstoves 4 • Y • • Y Y • • • • • • • • • • • • • • • • • • • • • • • • LotAcreage LotAcreage CO2IntensityFactor HorsePowerValue HoursPerDay HoursPerYear NumberOfEquipment CC_TL CNW_TL CW_TL ST_TR ST_TR ST_TR SU_TR SU_TR SU_TR WD_TR WD_TR WD_TR WoodstoveDayYear WoodstoveWoodMass 4 • Y • 0.00 • 0.00 • r 0.00 • r 0.00 • 8.40 4.13 7.53 390.98 6.90 16.60 4.91 8.19 42.04 4.09 5.95 20.43 5.44 8.36 44.32 25.00 999.60 2.87 1.96 348.64 200.00 5.00 5.00 2.00 2.00 2.00 2.00 3.54 6.66 85.82 2.95 4.83 41.71 3.92 6.79 90.48 0.00 0.00 2.0 Emissions Summary CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2.1 Overall Construction Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Year tons/yr MT/yr 2023 • 0.0990 1.0297 0.8597 2.0800e- 0.2233 0.0421 0.2654 0.0744 0.0389 0.1133 S 0.0000 187.7253 187.7253 0.0498 5.0000e- 190.4623 003 003 , . , , -r 1 n n n T 2024 • 0.3383 2.3968 3.6295 9.9900e- 0.6701 0.0892 0.7592 0.1815 0.0837 0.2652 $ 0.0000 921.1153 921.1153 0.1001 0.0399 935.5083 003 l , , , -, l l , r 4 l l l T 2025 • 1.1266 1.5790 2.6006 7.0500e- 0.4279 0.0553 0.4832 0.1149 0.0520 0.1668 S 0.0000 651.7398 651.7398 0.0701 0.0274 661.6469 003 Maximum 1.1266 2.3968 3.6295 9.9900e- 0.6701 0.0892 0.7592 0.1815 0.0837 0.2652 0.0000 921.1153 921.1153 0.1001 0.0399 935.5083 003 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Year tons/yr MT/yr 2023 • 0.0990 1.0297 0.8597 2.0800e- 0.0966 0.0421 0.1387 0.0316 0.0389 0.0705 7 0.0000 187.7252 187.7252 0.0498 5.0000e- 190.4621 003 003 , :. r 4 T 2024 • 0.3383 2.3968 3.6294 9.9900e- 0.6206 0.0892 0.7097 0.1673 0.0837 0.2510 0.0000 921.1149 921.1149 0.1001 0.0399 935.5079 003 r. ., -, , _, , _, , , r 4 T 2025 • 1.1266 1.5790 2.6006 7.0500e- 0.4279 0.0553 0.4832 0.1149 0.0520 0.1668 0.0000 651.7396 651.7396 0.0701 0.0274 661.6466 003 Maximum 1.1266 2.3968 3.6294 9.9900e- 0.6206 0.0892 0.7097 0.1673 0.0837 0.2510 0.0000 921.1149 921.1149 0.1001 0.0399 935.5079 I 003 CalEEMod Version: CaIEEMod.2020.4.0 Page 7 of 38 Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:20 PM ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 13.33 0.00 11.68 15.39 0.00 10.46 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 5 9-26-2023 12-25-2023 1.0483 1.0483 6 12-26-2023 3-25-2024 0.7922 0.7922 7 3-26-2024 6-25-2024 0.6549 0.6549 8 6-26-2024 9-25-2024 0.6543 0.6543 9 9-26-2024 12-25-2024 0.6563 0.6563 10 12-26-2024 3-25-2025 0.6132 0.6132 11 3-26-2025 6-25-2025 0.6153 0.6153 12 6-26-2025 9-25-2025 0.5011 0.5011 13 9-26-2025 9-30-2025 0.0137 0.0137 - Highest 1.0483 1.0483 CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr w Area ' 0.9691 ' 0.0340 2.9567 ' 1.6000e- 0.0164 i 0.0164 0.0164 0.0164 S 0.0000 4.8374 4.8374 4.6600e- 0.0000 4.9540 004 003 , -r T Energy ' 0.0401 ' 0.3553 0.2376 ' 2.1900e- 0.0277 ' 0.0277 ' 0.0277 ' 0.0277 i 0.0000 977.5998 977.5998 ' 0.0626 0.0139 983.3180 003 , • -r 7 l l l l l l ,* l T l l Mobile ' 0.9058 ' 0.7212 8.7047 ' 0.0176 2.1235 0.0118 ' 2.1353 0.5641 ' 0.0109 ' 0.5751 S 0.0000 1,668.782 1,668.782 ' 0.1182 0.0623 1,690.287 8 8 7 l l l l l -, l l -r t l l l T Stationary • 1.6400e- 4.5900e- 4.1800e- 1.0000e- 2.4000e- 2.4000e- 2.4000e- 2.4000e- i 0.0000 0.7616 0.7616 1.1000e- 0.0000 0.7643 003 003 , 003 005 004 004 004 004 I , 004 , , l , l l , l , -r .* l l l T Waste • 0.0000 0.0000 0.0000 0.0000 S 41.2478 0.0000 41.2478 2.4377 0.0000 102.1896 , l , l l , l , -r t l l l T Water • 0.0000 0.0000 0.0000 0.0000 s 6.9935 66.9303 73.9239 0.7246 0.0177 97.3229 Total 1.9166 1.1152 11.9031 0.0200 2.1235 0.0562 2.1797 0.5641 0.0553 0.6194 48.2413 2,718.911 2,767.153 3.3479 0.0939 2,878.836 9 2 5 CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2.2 Overall Operational Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Area . 0.9691 . 0.0340 2.9567 • 1.6000e- 0.0164 • 0.0164 • 0.0164 0.0164 S 0.0000 4.8374 4.8374 • 4.6600e- 0.0000 4.9540 Energy Mobile •. Stationary • Waste • Water • . 0.0401 . 7 0.8138 . l 1.6400e- 003 , l 0.3553 l 0.6086 l 4.5900e- 003 l l 0.2376 • l 7.2713 • l 4.1800e- 003 , l 004 2.1900e- . 003 l 0.0140 ' l 1.0000e- 005 l l l 1.6725 l l l 0.0277 • , 9.6200e- • 003 l 2.4000e- 004 , 0.0000 l 0.0000 0.0277 , 1.6821 l 2.4000e- 004 , 0.0000 l 0.0000 • , 0.4443 • l , l 0.0277 . 8.9000e- . 003 2.4000e- 004 0.0000 0.0000 T T 0.0277 i 0.0000 -r .. 0.4532 S 0.0000 T * 2.4000e- i 0.0000 004 I -r * 0.0000 S 41.2478 T * 0.0000 s 6.9935 977.5998 l 1,324.670 5 l 0.7616 l 0.0000 l 66.9303 977.5998 • , 1,324.670 • 5 , 0.7616 , , 41.2478 , 73.9239 003 0.0626 l 0.1014 , 1.1000e- 004 , 2.4377 , 0.7246 , 0.0139 T 983.3180 0.0531 T 1,343.018 5 T 0.0000 0.7643 , 0.0000 T 102.1896 T 0.0177 97.3229 Total 1.8247 1.0025 10.4697 0.0163 1.6725 0.0540 1.7265 0.4443 0.0533 0.4976 48.2413 2,374.799 6 2,423.040 9 3.3310 0.0847 2,531.567 3 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e Percent Reduction 4.80 10.10 12.04 18.20 21.24 3.90 20.79 21.24 3.67 19.67 0.00 12.66 12.44 0.50 9.77 12.06 3.0 Construction Detail Construction Phase 1 :Demolition :Demolition :9/26/2023 '11/13/2023 ' 5' 35' t- 2 :Grading :Grading 11/14/2023 '1/15/2024 5• 45' CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 38 Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:20 PM • 3 •Building Construction Building Construction 1/16/2024 •9/8/2025 5. 430• 1 1 4 + + F I- 4 • Paving • Paving '9/27/2025 :10/24/2025 5: 20 e 1- 4- '- 1- '- 1 5 :Architectural Coating :Architectural Coating ;10/25/2025 ;11/21/2025 5; 20; Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 90 Acres of Paving: 5.96 Residential Indoor: 172,617; Residential Outdoor: 57,539; Non -Residential Indoor: 192,855; Non -Residential Outdoor: 64,285; Striped Parking Area: 15,900 (Architectural Coating — sqft) OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition :Concrete/Industrial Saws Demolition :Excavators Demolition :Rubber Tired Dozers Grading Grading :Excavators :Graders Grading :Rubber Tired Dozers Grading :Scrapers Grading :Tractors/Loaders/Backhoes Building Construction Building Construction Building Construction :Cranes :Forklifts :Generator Sets Building Construction •Tractors/Loaders/Backhoes Building Construction Paving :Welders :Pavers Paving :Paving Equipment Paving :Rollers 1 3� 8.00 } 8.001 81: 0.73 158: 0.38 2 8.00 } 247: 0.40 2-1 8.00 } 158: 0.38 , } 1 8.001 187' I. 1 0.41 � 8.00 F 247: 0.40 21 8.00' 367: 0.48 } 2.. 8.00' 97: 0.37 , 7.00} I. 1 231: 0.29 31 8.001 89: 0.20 , } I. 1 8.00' 84: 0.74 3-1 7.00 F 97' 0.37 , 8.00} 1 46: 0.45 } 2 8.001 130: 0.42 21 2-1 } 8.00' 132: 0.36 F 8.00 : 80: 0.38 4 Architectural Coating :Air Compressors 1: 6.00' 78: 0.48 CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition 6: 15.00: 0.001 529.00: 14.70 i 6.90' 20.00' LD_Mix ' HDT_Mix 1 HHDT I -- --I 4 I Grading • 8: 20.00: 0.001 688.00: 14.70: 6.90: 20.00:LD_Mix :HDT_Mix :HHDT • Building Construction : 9: 371.00: 95.001 0.00, 14.70: 6.90: 20.00:LD_Mix •HDT_Mix 'HHDT i Paving • 6: 15.00: 0.001 0.00. 14.70: 6.90: 20.00:LD_Mix •HDT_Mix :HHDT i 4- � 4- r 4- 4- t Architectural Coating : 1: 74.00: 0.00: 0.00' 14.70' 6.90: 20.00.LD_Mix :HDT_Mix :HHDT • 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2023 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Fugitive Dust • 0.0572 0.0000 0.0572 8.6700e- 0.0000 8.6700e- 7 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , 003 , 003 Off -Road •• 0.0397 0.3760 0.3438 6.8000e- 0.0175 0.0175 0.0162 0.0162 7 0.0000 59.4861 59.4861 0.0167 0.0000 59.9026 004 Total 0.0397 0.3760 0.3438 6.8000e- 0.0572 0.0175 0.0747 8.6700e- 0.0162 0.0249 0.0000 59.4861 59.4861 0.0167 0.0000 59.9026 004 003 CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.2 Demolition - 2023 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling • 5.4000e- 0.0332 0.0109 1.5000e- 4.5400e- 2.0000e- 4.7400e- 1.2500e- 1.9000e- 1.4400e- S 0.0000 15.3519 15.3519 1.5500e- 2.4600e- 16.1244 004 004 003 004 003 003 004 003 003 003 , , , , , -1 -1 , -r 4 , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l - Worker • 7.4000e- 5.3000e- 7.6600e- 2.0000e- 2.8800e- 2.0000e- 2.9000e- 7.7000e- 1.0000e- 7.8000e- S 0.0000 2.2185 2.2185 5.0000e- 5.0000e- 2.2355 004 004 003 005 003 005 003 004 005 004 005 005 , Total 1.2800e- 0.0337 0.0185 1.7000e- 7.4200e- 2.2000e- 7.6400e- 2.0200e- 2.0000e- 2.2200e- 0.0000 17.5704 17.5704 1.6000e- 2.5100e- 18.3600 003 004 003 004 003 003 004 003 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Fugitive Dust • 0.0223 0.0000 0.0223 3.3800e- 0.0000 3.3800e- i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , 003 , 003 -, 1 7 1 9 -, 1 7 T 4 , 7 1 T Off -Road • 0.0397 0.3760 0.3438 6.8000e- 0.0175 0.0175 0.0162 0.0162 i 0.0000 59.4861 59.4861 0.0167 0.0000 59.9025 004 , Total 0.0397 0.3760 0.3438 6.8000e- 0.0223 0.0175 0.0398 3.3800e- 0.0162 0.0196 0.0000 59.4861 59.4861 0.0167 0.0000 59.9025 004 003 CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.2 Demolition - 2023 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling • 5.4000e- 0.0332 0.0109 1.5000e- 4.5400e- 2.0000e- 4.7400e- 1.2500e- 1.9000e- 1.4400e- S 0.0000 15.3519 15.3519 1.5500e- 2.4600e- 16.1244 004 004 003 004 003 003 004 003 003 003 , 1 , 1 , 1 1 , -r 'i , , 1 t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 , , 1 , 1 1 , -r 4 1 , 1 - Worker • 7.4000e- 5.3000e- 7.6600e- 2.0000e- 2.8800e- 2.0000e- 2.9000e- 7.7000e- 1.0000e- 7.8000e- S 0.0000 2.2185 2.2185 5.0000e- 5.0000e- 2.2355 004 004 003 005 003 005 003 004 005 004 005 005 , Total 1.2800e- 0.0337 0.0185 1.7000e- 7.4200e- 2.2000e- 7.6400e- 2.0200e- 2.0000e- 2.2200e- 0.0000 17.5704 17.5704 1.6000e- 2.5100e- 18.3600 003 004 003 004 003 003 004 003 003 003 3.3 Grading - 2023 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Fugitive Dust : 0.1504 0.0000 0.1504 0.0615 0.0000 0.0615 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 1 1 1 1 1 1 1 r 4 1 1 1 T Off -Road • 0.0565 0.5868 0.4769 1.0600e- 0.0242 0.0242 0.0223 0.0223 i 0.0000 92.7099 92.7099 0.0300 0.0000 93.4595 003 , Total 0.0565 0.5868 0.4769 1.0600e- 0.1504 0.0242 0.1746 0.0615 0.0223 0.0838 0.0000 92.7099 92.7099 0.0300 0.0000 93.4595 003 CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2023 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling • 5.3000e- 0.0326 0.0107 1.5000e- 4.4600e- 2.0000e- 4.6600e- 1.2200e- 1.9000e- 1.4100e- S 0.0000 15.0855 15.0855 1.5200e- 2.4200e- 15.8447 004 004 003 004 003 003 004 003 003 003 , -r 'f , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , l , , , -, l l -, -r 4 l l l - Worker • 9.6000e- 6.9000e- 9.9200e- 3.0000e- 3.7300e- 2.0000e- 3.7500e- 9.9000e- 2.0000e- 1.0100e- S 0.0000 2.8735 2.8735 7.0000e- 7.0000e- 2.8956 004 004 003 005 003 005 003 004 005 003 005 005 , Total 1.4900e- 0.0333 0.0206 1.8000e- 8.1900e- 2.2000e- 8.4100e- 2.2100e- 2.1000e- 2.4200e- 0.0000 17.9590 17.9590 1.5900e- 2.4900e- 18.7403 003 004 003 004 003 003 004 003 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Fugitive Dust : 0.0587 0.0000 0.0587 0.0240 0.0000 0.0240 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -, 1 7 1 9 -, 1 7 r 4 , 7 1 T Off -Road • 0.0565 0.5868 0.4769 1.0600e- 0.0242 0.0242 0.0223 0.0223 i 0.0000 92.7097 92.7097 0.0300 0.0000 93.4594 003 , Total 0.0565 0.5868 0.4769 1.0600e- 0.0587 0.0242 0.0829 0.0240 0.0223 0.0463 0.0000 92.7097 92.7097 0.0300 0.0000 93.4594 003 CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2023 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling • 5.3000e- 0.0326 0.0107 1.5000e- 4.4600e- 2.0000e- 4.6600e- 1.2200e- 1.9000e- 1.4100e- S 0.0000 15.0855 15.0855 1.5200e- 2.4200e- 15.8447 004 004 003 004 003 003 004 003 003 003 , , , , , -1 -1 , -r 4 , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l - Worker • 9.6000e- 6.9000e- 9.9200e- 3.0000e- 3.7300e- 2.0000e- 3.7500e- 9.9000e- 2.0000e- 1.0100e- S 0.0000 2.8735 2.8735 7.0000e- 7.0000e- 2.8956 004 004 003 005 003 005 003 004 005 003 005 005 , Total 1.4900e- 0.0333 0.0206 1.8000e- 8.1900e- 2.2000e- 8.4100e- 2.2100e- 2.1000e- 2.4200e- 0.0000 17.9590 17.9590 1.5900e- 2.4900e- 18.7403 003 004 003 004 003 003 004 003 003 003 3.3 Grading - 2024 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Fugitive Dust : 0.0812 0.0000 0.0812 0.0234 0.0000 0.0234 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 9 1 7 1 9 -, 1 7 r 4 7 9 1 - Off -Road • 0.0177 0.1781 0.1525 3.4000e- 7.3400e- 7.3400e- 6.7600e- 6.7600e- i 0.0000 29.9857 29.9857 9.7000e- 0.0000 30.2282 004 003 003 , 003 003 003 , Total 0.0177 0.1781 0.1525 3.4000e- 0.0812 7.3400e- 0.0885 0.0234 6.7600e- 0.0302 0.0000 29.9857 29.9857 9.7000e- 0.0000 30.2282 004 003 003 003 CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2024 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling • 1.7000e- 0.0105 3.5300e- 5.0000e- 1.4400e- 7.0000e- 1.5100e- 4.0000e- 6.0000e- 4.6000e- S 0.0000 4.8138 4.8138 5.0000e- 7.7000e- 5.0565 004 003 005 003 005 003 004 005 004 004 004 , , , , , -1 -1 , -r 4 , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker • 2.9000e- 2.0000e- 2.9900e- 1.0000e- 1.2100e- 1.0000e- 1.2100e- 3.2000e- 1.0000e- 3.3000e- S 0.0000 0.9073 0.9073 2.0000e- 2.0000e- 0.9140 004 004 003 005 003 005 003 004 005 004 005 005 , Total 4.6000e- 0.0107 6.5200e- 6.0000e- 2.6500e- 8.0000e- 2.7200e- 7.2000e- 7.0000e- 7.9000e- 0.0000 5.7211 5.7211 5.2000e- 7.9000e- 5.9705 004 003 005 003 005 003 004 005 004 004 004 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Fugitive Dust • 0.0317 0.0000 0.0317 9.1300e- 0.0000 9.1300e- i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , 003 , 003 9 1 7 1 9 -, 1 7 T 4 7 9 1 - Off -Road • 0.0177 0.1781 0.1525 3.4000e- 7.3400e- 7.3400e- 6.7600e- 6.7600e- i 0.0000 29.9857 29.9857 9.7000e- 0.0000 30.2282 004 003 003 , 003 003 003 , Total 0.0177 0.1781 0.1525 3.4000e- 0.0317 7.3400e- 0.0390 9.1300e- 6.7600e- 0.0159 0.0000 29.9857 29.9857 9.7000e- 0.0000 30.2282 004 003 003 003 003 CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2024 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling • 1.7000e- 0.0105 3.5300e- 5.0000e- 1.4400e- 7.0000e- 1.5100e- 4.0000e- 6.0000e- 4.6000e- S 0.0000 4.8138 4.8138 5.0000e- 7.7000e- 5.0565 004 003 005 003 005 003 004 005 004 004 004 , -r 'f , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker • 2.9000e- 2.0000e- 2.9900e- 1.0000e- 1.2100e- 1.0000e- 1.2100e- 3.2000e- 1.0000e- 3.3000e- S 0.0000 0.9073 0.9073 2.0000e- 2.0000e- 0.9140 004 004 003 005 003 005 003 004 005 004 005 005 , Total 4.6000e- 0.0107 6.5200e- 6.0000e- 2.6500e- 8.0000e- 2.7200e- 7.2000e- 7.0000e- 7.9000e- 0.0000 5.7211 5.7211 5.2000e- 7.9000e- 5.9705 004 003 005 003 005 003 004 005 004 004 004 3.4 Building Construction - 2024 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Off -Road 0.1847 1.6872 2.0289 3.3800e- 0.0770 0.0770 0.0724 0.0724 S 0.0000 290.9706 290.9706 0.0688 0.0000 292.6908 , 003 , Total 0.1847 1.6872 2.0289 3.3800e- 0.0770 0.0770 0.0724 0.0724 0.0000 290.9706 290.9706 0.0688 0.0000 292.6908 003 CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2024 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , , , -1 -1 4 f1 , -. -r -, T , n Vendor 0.0117 0.4364 0.1745 2.1100e- 0.0751 2.2500e- 0.0774 0.0217 2.1500e- 0.0238 $ 0.0000 210.3800 210.3800 0.0128 0.0303 219.7408 003 003 003 l , , , l -, -r 4 -, l l l l T Worker • 0.1238 0.0844 1.2671 4.1000e- 0.5111 2.5300e- 0.5137 0.1357 2.3300e- 0.1381 S 0.0000 384.0578 384.0578 8.2100e- 8.7800e- 386.8781 003 003 003 003 003 , Total 0.1355 0.5208 1.4415 6.2100e- 0.5863 4.7800e- 0.5910 0.1574 4.4800e- 0.1619 0.0000 594.4378 594.4378 0.0210 0.0391 606.6189 003 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Off -Road 0.1847 1.6872 2.0289 3.3800e- 0.0770 0.0770 0.0724 0.0724 S 0.0000 290.9703 290.9703 0.0688 0.0000 292.6904 , 003 , Total 0.1847 1.6872 2.0289 3.3800e- 0.0770 0.0770 0.0724 0.0724 0.0000 290.9703 290.9703 0.0688 0.0000 292.6904 003 CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2024 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 f1 , -. -r , , , -1 -1 4 , , n T Vendor 0.0117 0.4364 0.1745 2.1100e- 0.0751 2.2500e- 0.0774 0.0217 2.1500e- 0.0238 $ 0.0000 210.3800 210.3800 0.0128 0.0303 219.7408 003 003 003 l , , , l -, -r 4 -, l l l l T Worker • 0.1238 0.0844 1.2671 4.1000e- 0.5111 2.5300e- 0.5137 0.1357 2.3300e- 0.1381 S 0.0000 384.0578 384.0578 8.2100e- 8.7800e- 386.8781 003 003 003 003 003 , Total 0.1355 0.5208 1.4415 6.2100e- 0.5863 4.7800e- 0.5910 0.1574 4.4800e- 0.1619 0.0000 594.4378 594.4378 0.0210 0.0391 606.6189 003 003 003 3.4 Building Construction - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Off -Road 0.1224 1.1160 1.4396 2.4100e- 0.0472 0.0472 0.0444 0.0444 i 0.0000 207.5679 207.5679 0.0488 0.0000 208.7877 , 003 , Total 0.1224 1.1160 1.4396 2.4100e- 0.0472 0.0472 0.0444 0.0444 0.0000 207.5679 207.5679 0.0488 0.0000 208.7877 003 CalEEMod Version: CalEEMod.2020.4.0 Page 20 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , , -1 -1 1 , , -. -r , n T -., Vendor • 8.1800e- 0.3097 0.1239 1.4700e- 0.0536 1.6100e- 0.0552 0.0155 1.5400e- 0.0170 $ 0.0000 147.2252 147.2252 9.2600e- 0.0213 153.8096 003 003 003 003 003 , l , , , -, l l -, -r 4 l l l T Worker •• 0.0835 0.0546 0.8504 2.8300e- 0.3645 1.7300e- 0.3663 0.0968 1.5900e- 0.0984 ; 0.0000 267.2120 267.2120 5.3300e- 5.8900e- 269.0989 003 003 003 003 003 , Total 0.0917 0.3642 0.9743 4.3000e- 0.4181 3.3400e- 0.4214 0.1123 3.1300e- 0.1154 0.0000 414.4372 414.4372 0.0146 0.0272 422.9085 003 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Off -Road 0.1224 1.1160 1.4396 2.4100e- 0.0472 0.0472 0.0444 0.0444 i 0.0000 207.5677 207.5677 0.0488 0.0000 208.7875 , 003 , Total 0.1224 1.1160 1.4396 2.4100e- 0.0472 0.0472 0.0444 0.0444 0.0000 207.5677 207.5677 0.0488 0.0000 208.7875 003 CalEEMod Version: CalEEMod.2020.4.0 Page 21 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , , -1 -1 -. -r 'f , , n T Vendor • 8.1800e- 0.3097 0.1239 1.4700e- 0.0536 1.6100e- 0.0552 0.0155 1.5400e- 0.0170 $ 0.0000 147.2252 147.2252 9.2600e- 0.0213 153.8096 003 003 003 003 003 , l , , , -, l l -, -r 4 l l l T Worker •• 0.0835 0.0546 0.8504 2.8300e- 0.3645 1.7300e- 0.3663 0.0968 1.5900e- 0.0984 ; 0.0000 267.2120 267.2120 5.3300e- 5.8900e- 269.0989 003 003 003 003 003 , Total 0.0917 0.3642 0.9743 4.3000e- 0.4181 3.3400e- 0.4214 0.1123 3.1300e- 0.1154 0.0000 414.4372 414.4372 0.0146 0.0272 422.9085 003 003 003 3.5 Paving - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Off -Road • 9.1500e- 0.0858 0.1458 2.3000e- 4.1900e- 4.1900e- 3.8500e- 3.8500e- i 0.0000 20.0193 20.0193 6.4700e- 0.0000 20.1811 003 004 , 003 003 , 003 003 003 , 1 1 7 1 9 1 1 7 T 4 7 7 1 Paving • 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 9.1500e- 0.0858 0.1458 2.3000e- 4.1900e- 4.1900e- 3.8500e- 3.8500e- 0.0000 20.0193 20.0193 6.4700e- 0.0000 20.1811 003 004 003 003 003 003 003 CalEEMod Version: CalEEMod.2020.4.0 Page 22 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.5 Paving - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -r 'f , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker • 3.8000e- 2.5000e- 3.8400e- 1.0000e- 1.6500e- 1.0000e- 1.6500e- 4.4000e- 1.0000e- 4.4000e- S 0.0000 1.2071 1.2071 2.0000e- 3.0000e- 1.2156 004 004 003 005 003 005 003 004 005 004 005 005 , Total 3.8000e- 2.5000e- 3.8400e- 1.0000e- 1.6500e- 1.0000e- 1.6500e- 4.4000e- 1.0000e- 4.4000e- 0.0000 1.2071 1.2071 2.0000e- 3.0000e- 1.2156 004 004 003 005 003 005 003 004 005 004 005 005 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Off -Road • 9.1500e- 0.0858 0.1458 2.3000e- 4.1900e- 4.1900e- 3.8500e- 3.8500e- i 0.0000 20.0192 20.0192 6.4700e- 0.0000 20.1811 003 004 , 003 003 , 003 003 003 , 1 1 7 1 9 1 1 7 T 4 7 7 1 Paving • 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 9.1500e- 0.0858 0.1458 2.3000e- 4.1900e- 4.1900e- 3.8500e- 3.8500e- 0.0000 20.0192 20.0192 6.4700e- 0.0000 20.1811 003 004 003 003 003 003 003 CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.5 Paving - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -r 'f , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker • 3.8000e- 2.5000e- 3.8400e- 1.0000e- 1.6500e- 1.0000e- 1.6500e- 4.4000e- 1.0000e- 4.4000e- S 0.0000 1.2071 1.2071 2.0000e- 3.0000e- 1.2156 004 004 003 005 003 005 003 004 005 004 005 005 , Total 3.8000e- 2.5000e- 3.8400e- 1.0000e- 1.6500e- 1.0000e- 1.6500e- 4.4000e- 1.0000e- 4.4000e- 0.0000 1.2071 1.2071 2.0000e- 3.0000e- 1.2156 004 004 003 005 003 005 003 004 005 004 005 005 3.6 Architectural Coating - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Archit. Coating : 0.8995 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -, , 7 , 7 -, , 7 r 4 7 7 - - Off -Road • 1.7100e- 0.0115 0.0181 3.0000e- 5.2000e- 5.2000e- 5.2000e- 5.2000e- i 0.0000 2.5533 2.5533 1.4000e- 0.0000 2.5567 003 005 004 004 004 004 004 , Total 0.9012 0.0115 0.0181 3.0000e- 5.2000e- 5.2000e- 5.2000e- 5.2000e- 0.0000 2.5533 2.5533 1.4000e- 0.0000 2.5567 005 004 004 004 004 004 CalEEMod Version: CalEEMod.2020.4.0 Page 24 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.6 Architectural Coating - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , , 1 , 1 , , -r 1 , , 1 ,• Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 1 , 1 , 1 1 , r 4 , , 1 T Worker • 1.8600e- 1.2200e- 0.0190 6.0000e- 8.1200e- 4.0000e- 8.1600e- 2.1600e- 4.0000e- 2.1900e- S 0.0000 5.9551 5.9551 1.2000e- 1.3000e- 5.9972 003 003 005 003 005 003 003 005 003 004 004 , Total 1.8600e- 1.2200e- 0.0190 6.0000e- 8.1200e- 4.0000e- 8.1600e- 2.1600e- 4.0000e- 2.1900e- 0.0000 5.9551 5.9551 1.2000e- 1.3000e- 5.9972 003 003 005 003 005 003 003 005 003 004 004 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Archit. Coating : 0.8995 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 1 1 1 1 1 1 1 r 4 1 1 1 - Off -Road • 1.7100e- 0.0115 0.0181 3.0000e- 5.2000e- 5.2000e- 5.2000e- 5.2000e- S 0.0000 2.5533 2.5533 1.4000e- 0.0000 2.5567 003 005 004 004 , 004 004 004 , Total 0.9012 0.0115 0.0181 3.0000e- 5.2000e- 5.2000e- 5.2000e- 5.2000e- 0.0000 2.5533 2.5533 1.4000e- 0.0000 2.5567 005 004 004 004 004 004 CalEEMod Version: CalEEMod.2020.4.0 Page 25 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.6 Architectural Coating - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Hauling • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , , , , -r 4 , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l l , l , l l , r 4 , , l T Worker • 1.8600e- 1.2200e- 0.0190 6.0000e- 8.1200e- 4.0000e- 8.1600e- 2.1600e- 4.0000e- 2.1900e- S 0.0000 5.9551 5.9551 1.2000e- 1.3000e- 5.9972 003 003 005 003 005 003 003 005 003 004 004 , Total 1.8600e- 1.2200e- 0.0190 6.0000e- 8.1200e- 4.0000e- 8.1600e- 2.1600e- 4.0000e- 2.1900e- 0.0000 5.9551 5.9551 1.2000e- 1.3000e- 5.9972 003 003 005 003 005 003 003 005 003 004 004 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Transit Accessibility CalEEMod Version: CalEEMod.2020.4.0 Page 26 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Mitigated • 0.8138 . 0.6086 . 7.2713 • 0.0140 . 1.6725 • 9.6200e- . 1.6821 . 0.4443 • 8.9000e- . 0.4532 % 0.0000 . 1,324.670 . 1,324.670 • 0.1014 . 0.0531 • 1,343.018 003 003 5 5 5 :- a Unmitigated • 0.9058 • 0.7212 • 8.7047 • 0.0176 • 2.1235 • 0.0118 • 2.1353 • 0.5641 • 0.0109 • 0.5751 • 0.0000 •1,668.782.1,668.782• 0.1182 • 0.0623 ? 1,690.287 8 8 7 4.2 Trip Summary Information Ave age Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise • 1,121.12 1,012.44 843.70 • 3,642,557 2,868,914 Enclosed Parking Structure • 0.00 F 0.00 0.00 •r Enclosed Parking with Elevator • 0.00 0.00 0.00 • I- Hotel • 841.96 825.84 598.92 • 1,920,718 1,512,776 h h # 1 1 Strip Mall • 323.01 306.38 148.90 • 120,039 94,544 Total I 2,286.09 2,144.66 1,591.52 I 5,683,314 I 4,476,235 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H -W or C -W H -S or C -C H -O or C -NW H -W or C -W H -S or C -C H -O or C -NW Primary Diverted Pass -by Apartments Mid Rise Enclosed Parking Structure r 14.70 16.60 Enclosed Parking with Elevator : 16.60 Hotel 16.60 Strip Mall • 2.00 5.90 8.40 8.40 8.40 8.70 6.90 6.90 6.90 2.00 2.00 • • • • 40.20 0.00 0.00 19.40 r ✓ r 19.20 40.60 0.00 r 0.00 0.00 r 0.00 61.60 i 19.00 • 58 38 • • • • • • 86 0 0 11 0 0 16.60 64.40 19.00 • 45 40 3 0 0 4 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2020.4.0 Page 27 of 38 Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:20 PM Land Use I LDA I LDT1 I LDT2 I MDV I LHD1 I LHD2 I MHD I HHD I OBUS I UBUS I MCY I SBUS I MH I Apartments Mid Rise Enclosed Parking Structure Enclosed Parking with Elevator Hotel Strip Mall 0.573623 0.063058: 0.193885 0.573623 • 0.0630581 0.1938851 0.1325341 0.132534 0.000000 0.000000 I I I I 0.0000001 0.0000001 I I I I I 0.000000: 0.005161 0.0000001 0.0051611 I I 0.000694: 0.000396 0.0006941 0.0003961 I I 0.025928 0.0259281 0.0007391 0.000739 F 0.573623 • 0.0630581 0.1938851 0.1325341 0.0000001 0.0000001 0.0000001 0.0051611 0.0006941 0.0003961 0.0259281 0.0007391 I I I I I I I I I I F 0.573623 • 0.0630581 0.1938851 0.1325341 0.0000001 0.0000001 0.0000001 0.0051611 0.0006941 0.0003961 0.0259281 0.0007391 4- 0.573623: 0.063058: 0.193885: 0.132534: 0.000000: 0.000000: 0.000000: 0.005161: 0.000694: 0.000396: 0.025928: 0.000739: 0.003983 0.003983 0.003983 0.003983 0.003983 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr Electricity Mitigated 0.0000 : 0.0000 • ,- Electricity ' ▪ 0.0000 • 0.0000 • ' 0.0000 • 0.0000 Unmitigated ,- NaturalGas 0.0401 ' 0.3553 • 0.2376 I 2.1900e- • I ▪ 0.0277 ' ▪ 0.0277 • Mitigated NaturalGas 0.0401 Unmitigated 003 r 0.3553 0.2376 T 2.1900e- T 003 • T - - 0.0277 T - 0.0277 T 0.0000 0.0000 0.0277 • 0.0277 - 0.0277 T 0.0277 s 0.0000 0.0000 0.0000 0.0000 580.5920 580.5920 ; 0.0550 • 6.6600e- 583.9509 003 580.5920 ' 580.5920 • 0.0550 • • 6.6600e- T 583.9509 003 397.0078 • 397.0078 • • 7.6100e- • • 7.2800e- T 399.3670 003 003 397.0078 • 397.0078 • 7.6100e- • 7.2800e- 399.3670 003 003 CalEEMod Version: CalEEMod.2020.4.0 Page 28 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Land Use kBTU/yr tons/yr MT/yr a Apartments Mid . Rise Enclosed Parking . Structure Enclosed Parking • with Elevator Hotel • Strip Mall • 3.18879e +006 +, a 0 + a, a 0.0172 ; 0.0000 . -. 0.0000 0.0229 4.0000e- 005 0.1469 0.0000 n 0.0000 0.2080 3.5000e- 004 0.0625 ; 0.0000 . -1 0.0000 0.1747 2.9000e- 004 , 9.4000e- ; 004 0.0000 . n 0.0000 1.2500e- 003 0.0000 n 0.0119 . 0.0000 . -. 0.0000 0.0158 3.0000e- 005 0.0119 0.0000 n 0.0000 0.0158 3.0000e- 005 . • -i 0.0119 . 0.0000 . 0.0000 0.0158 3.0000e- 005 0.0119 0.0000 0.0000 0.0000 r * 0.0000 0.0000 0.0158 0.0000 3.0000e- 0.0000 005 170.1661 0.0000 n 0.0000 226.4627 0.3791 170.1661 0.0000 -. 0.0000 226.4627 0.3791 , 3.2600e- . 003 0.0000 . -, 0.0000 4.3400e- 003 1.0000e- 005 3.1200e- 171.1773 003 0.0000 0.0000 T 0.0000 0.0000 4.1500e- T 227.8084 003 1.0000e- 0.3814 005 , Total 0.0401 0.3553 0.2376 2.1900e- 003 0.0277 0.0277 0.0277 0.0277 0.0000 397.0078 397.0078 7.6100e- 003 7.2800e- 003 399.3671 CalEEMod Version: CalEEMod.2020.4.0 Page 29 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.2 Energy by Land Use - NaturalGas Mitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Land Use kBTU/yr tons/yr MT/yr + Apartments Mid . Rise Enclosed Parking . Structure Enclosed Parking • with Elevator Hotel • Strip Mall • 3.18879e +006 +, i 0 + + a 0.0172 0.0000 -. 0.0000 0.0229 4.0000e- 005 0.1469 0.0000 n 0.0000 0.2080 3.5000e- 004 0.0625 ; 0.0000 . -1 0.0000 0.1747 2.9000e- 004 , 9.4000e- ; 004 0.0000 . n 0.0000 1.2500e- 003 0.0000 n 0.0119 . 0.0000 . -. 0.0000 0.0158 3.0000e- 005 0.0119 0.0000 n 0.0000 0.0158 3.0000e- 005 . • -i 0.0119 . 0.0000 • 0.0000 0.0158 3.0000e- 005 0.0119 0.0000 0.0000 0.0000 r * 0.0000 0.0000 0.0158 0.0000 3.0000e- 0.0000 005 170.1661 0.0000 n 0.0000 226.4627 0.3791 170.1661 . 0.0000 . -. 0.0000 226.4627 0.3791 , 3.2600e- 003 0.0000 - 0.0000 4.3400e- 003 1.0000e- 005 . 3.1200e- 171.1773 003 ' 0.0000 0.0000 0.0000 0.0000 4.1500e- T 227.8084 003 1.0000e- 0.3814 005 , Total 0.0401 0.3553 0.2376 2.1900e- 003 0.0277 0.0277 0.0277 0.0277 0.0000 397.0078 397.0078 7.6100e- 003 7.2800e- 003 399.3671 CalEEMod Version: CalEEMod.2020.4.0 Page 30 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.3 Energy by Land Use - Electricity Unmitigated Electricity Use Total CO2 CH4 N20 CO2e Land Use kWh/yr MT/yr Apartments Mid • Rise Enclosed Parking • Structure Enclosed Parking • with Elevator Hotel • Strip Mall • ■ 1.09648e + +006 +, i 173.3971 n 0.8302 -. 227.1150 172.9661 6.2836 0.0164 -, 8.0000e- 005 n 0.0215 0.0164 5.9000e- 004 1.9900e- 174.4003 003 , 1.0000e- 0.8350 005 , 2.6100e- 228.4289 003 , 1.9800e- T 173.9668 003 , 7.0000e- 6.3199 005 , Total 580.5920 0.0550 6.6600e- 003 583.9509 CalEEMod Version: CalEEMod.2020.4.0 Page 31 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.3 Energy by Land Use - Electricity Mitigated Electricity Use Total CO2 CH4 N20 CO2e Land Use kWh/yr MT/yr Apartments Mid • Rise Enclosed Parking • Structure Enclosed Parking • with Elevator Hotel • Strip Mall • ■ 1.09648e t +006 +, i 173.3971 n 0.8302 -. 227.1150 172.9661 6.2836 0.0164 -, 8.0000e- 005 n 0.0215 0.0164 5.9000e- 004 1.9900e- 174.4003 003 , 1.0000e- 0.8350 005 , 2.6100e- 228.4289 003 , 1.9800e- T 173.9668 003 , 7.0000e- 6.3199 005 , Total 580.5920 0.0550 6.6600e- 003 583.9509 6.0 Area Detail 6.1 Mitigation Measures Area CalEEMod Version: CalEEMod.2020.4.0 Page 32 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tons/yr MT/yr A Mitigated • 0.9691 • 0.0340 . 2.9567 • 1.6000e- 0.0164 i 0.0164 0.0164 0.0164 } 0.0000 4.8374 4.8374 4.6600e- 0.0000 4.9540 004 003 : Unmitigated Sr 0.9691 T 0.0340 T 2.9567 T 1.6000e -T -r 0.0164 T 0.0164 T T 0.0164 T 0.0164 • 0.0000 r 4.8374 T 4.8374 T 4.6600e -T 0.0000 4.9540 004 003 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e SubCategory tons/yr MT/yr w Architectural . 0.0900 • • 0.0000 0.0000 • 0.0000 0.0000 0.0000 • 0.0000 0.0000 0.0000 0.0000 • 0.0000 Coating Consumer • 0.7897 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Products s •A , , , , , , , , T '* , , , T Hearth • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 •s :I , , , , , , , , r * , , , t Landscaping • 0.0894 0.0340 2.9567 1.6000e- 0.0164 0.0164 0.0164 0.0164 0.0000 4.8374 4.8374 4.6600e- 0.0000 4.9540 004 , s , 003 , Total 0.9691 0.0340 2.9567 1.6000e- 0.0164 0.0164 0.0164 0.0164 0.0000 4.8374 4.8374 4.6600e- 0.0000 4.9540 004 003 CalEEMod Version: CalEEMod.2020.4.0 Page 33 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 6.2 Area by SubCategory Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e SubCategory tons/yr MT/yr Architectural 0.0900 0.0000 . 0.0000 i 0.0000 . 0.0000 S 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 Coating l l -I l l -, -, l -r t l l l T Consumer • 0.7897 0.0000 0.0000 0.0000 0.0000 s 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Products •, l l 7 l , l l -, -r t l l l T Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , l l l l l -, -, l -r t l -, l T Landscaping • 0.0894 0.0340 2.9567 1.6000e- 0.0164 0.0164 0.0164 0.0164 i 0.0000 4.8374 4.8374 4.6600e- 0.0000 4.9540 004 , 003 , Total 0.9691 0.0340 2.9567 1.6000e- 0.0164 0.0164 0.0164 0.0164 0.0000 4.8374 4.8374 4.6600e- 0.0000 4.9540 004 003 7.0 Water Detail 7.1 Mitigation Measures Water CalEEMod Version: CalEEMod.2020.4.0 Page 34 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Total CO2 CH4 N20 CO2e Category MT/yr Mitigated :: 73.9239 • 0.7246 ; 0.0177 • 97.3229 Unmitigated • 73.9239 T 0.7246 T 0.0177 ? 97.3229 7.2 Water by Land Use Unmitigated Indoor/Out door Use Total CO2 CH4 N20 CO2e Land Use Mgal MT/yr Apartments Mid • 18.6341 / + 64.9217 . 0.6128 0.0150 . 84.7153 Rise : 11.7476 a, , a , Z 7 1 T Enclosed Parking • 0 / 0 a 0.0000 , 0.0000 0.0000 • 0.0000 Structure a, a P Z 7 4 T Enclosed Parking • 0 / 0 + 0.0000 0.0000 0.0000 0.0000 with Elevator a, a r Z 7 1 T Hotel • 3.14548 / a 8.0890 0.1032 2.5000e- 11.4136 0.349498 + , 003 , a P Z 7 1 T Strip Mall .1264439 / a 0.9132 8.7000e- 2.1000e- 1.1940 0.162075 i, 003 004 , a, Total 73.9239 0.7247 0.0177 97.3229 CalEEMod Version: CalEEMod.2020.4.0 Page 35 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 7.2 Water by Land Use Mitigated Indoor/Out door Use Total CO2 CH4 N20 CO2e Land Use Mgal MT/yr Apartments Mid Rise Enclosed Parking Structure Enclosed Parking with Elevator Hotel Strip Mall 18.6341 / a 11.7476 +, a 64.9217 , 0.0000 , 0.0000 , 8.0890 , 0.9132 0.6128 „ 0.0000 „ 0.0000 „ 0.1032 „ 8.7000e- 003 0.0150 84.7153 0.0000 0.0000 0.0000 0.0000 2.5000e- 11.4136 003 , 2.1000e- 1.1940 004 , Total 73.9239 0.7247 0.0177 97.3229 8.0 Waste Detail 8.1 Mitigation Measures Waste CalEEMod Version: CalEEMod.2020.4.0 Page 36 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Category/Year Total CO2 CH4 N20 CO2e MT/yr Mitigated •• 41.2478 • 2.4377 • 0.0000 . 102.1896 ffr Unmitigated •• 41.2478 T 2.4377 T 0.0000 . 102.1896 8.2 Waste by Land Use Unmitigated Waste Disposed Total CO2 CH4 N20 CO2e Land Use tons MT/yr Apartments Mid Rise Enclosed Parking Structure Enclosed Parking with Elevator • Hotel • Strip Mall • . 131.56 + 26.7055 . a, a 1.5783 0.0000 7 0.0000 7 0.8144 7 0.0450 0.0000 T 0.0000 T 0.0000 T 0.0000 T 0.0000 66.1617 0.0000 0.0000 34.1420 1.8859 Total 41.2478 2.4377 0.0000 102.1896 CalEEMod Version: CalEEMod.2020.4.0 Page 37 of 38 Date: 9/27/2022 7:20 PM Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 8.2 Waste by Land Use Mitigated Waste Disposed Total CO2 CH4 N20 CO2e Land Use tons , MT/yr Apartments Mid Rise Enclosed Parking Structure Enclosed Parking with Elevator Hotel • Strip Mall 131.56 + a a 26.7055 t , 0.0000 • 0.0000 13.7811 l 0.7612 1.5783 , 0.0000 0.0000 0.8144 ', 0.0450 0.0000 66.1617 0.0000 0.0000 0.0000 0.0000 0.0000 34.1420 0.0000 1.8859 Total 41.2478 2.4377 0.0000 102.1896 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power I Load Factor I Fuel Type Emergency Generator • 2: 5: 5: 200: 0.73:Diesel Boilers CalEEMod Version: CalEEMod.2020.4.0 Page 38 of 38 Parkwest Development Project - Orange County, Annual EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:20 PM Equipment Type Number I Heat Input/Day I Heat Input/Year I Boiler Rating I Fuel Type User Defined Equipment Equipment Type Number 10.1 Stationary Sources Unmitigated/Mitigated ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Equipment Type tons/yr MT/yr Emergency • 1.6400e- 4.5900e- 4.1800e- 1.0000e- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 0.7616 0.7616 1.1000e- 0.0000 0.7643 Generator - 003 003 003 005 004 004 004 004 004 Diesel (175 - 300 • HP) . Total 1.6400e- 4.5900e- 4.1800e- 1.0000e- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 0.7616 0.7616 1.1000e- 0.0000 0.7643 003 003 003 005 004 004 004 004 004 11.0 Vegetation CalEEMod Version: CaIEEMod.2020.4.0 Page 1 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Parkwest Development Project Orange County, Summer 1.0 Project Characteristics 1.1 Land Usage Land Uses I Size Metric I Lot Acreage I Floor Surface Area I Population 1.00 1000sgft 1 0.02 1,000.00 4 4 Enclosed Parking with Elevator 1 660.00 Space 5.94 264,000.00 • 124.00 Room 1 2.87 • 125,000.00 1 0 1 Apartments Mid Rise • 286.00 Dwelling Unit 1.96 85,243.00 1 818 +- ----- -1 Strip Mall • 3.57 1000sgft 0.08 3,570.00 • 0 Enclosed Parking Structure Hotel 0 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2025 Utility Company Southern California Edison CO2 Intensity 348.64 CH4 Intensity 0.033 N20 Intensity 0.004 (Ib/MWhr) (Ib/MWhr) (Ib/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - GHG intensity factor based on the web version of CalEEMod Land Use - Based on Project Description Construction Phase - Based on data request Trips and VMT - Demolition - Grading - Architectural Coating - Vehicle Trips - Based on traffic study. Trip length based on 2 miles average for a cafe. CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Woodstoves - No fireplaces Area Coating - Water And Wastewater - Outdoor watering assumes 300 gals/day to water the outdoor plants Construction Off -road Equipment Mitigation - Mobile Land Use Mitigation - Waste Mitigation - Fleet Mix - Fleet mix adjusted to reflect lack of heavy trucks for residential uses. Stationary Sources - Emergency Generators and Fire Pumps - Table Name Column Name Default Value New Value tblConstructionPhase tblConstructionPhase tblConstructionPhase tblFireplaces tblFireplaces tblFireplaces tblFireplaces tblFireplaces tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix • NumDays NumDays NumDays FireplaceDayYear FireplaceHourDay FireplaceWoodMass NumberGas NumberWood HHD HHD HHD HHD HHD LDA LDA LDA LDA LDA LDT1 • Y Y Y • Y • Y Y • Y Y • Y • Y Y • • • 20.00 30.00 300.00 25.00 3.00 1,019.20 243.10 14.30 4.9260e-003 4.9260e-003 4.9260e-003 4.9260e-003 4.9260e-003 0.55 0.55 0.55 0.55 0.55 0.06 4 e 4 35.00 45.00 430.00 0.00 0.00 0.00 0.00 0.00 5.1615e-003 5.1615e-003 5.1615e-003 5.1615e-003 5.1615e-003 0.57 0.57 0.57 0.57 0.57 0.06 CalEEMod Version: CaIEEMod.2020.4.0 Page 3 of 31 Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:22 PM tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix 4 • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LDT1 LDT1 LDT1 LDT1 LDT2 LDT2 LDT2 LDT2 LDT2 LHD1 LHD1 LHD1 LHD1 LHD1 LHD2 LHD2 LHD2 LHD2 LHD2 MCY MCY MCY MCY MCY MDV MDV MDV MDV • 4 • Y • • Y 0.06 0.06 0.06 0.06 0.19 0.19 0.19 0.19 0.19 0.02 0.02 0.02 0.02 0.02 6.6790e-003 6.6790e-003 6.6790e-003 6.6790e-003 6.6790e-003 0.02 0.02 0.02 0.02 0.02 0.13 0.13 0.13 0.13 } e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 t e 4 1 e 4 1 e 4 i e 4 I e 4 I e je I T 0.06 0.06 0.06 0.06 0.19 0.19 0.19 0.19 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.03 0.03 0.03 0.13 0.13 0.13 0.13 tblFleetMix MDV 0.13 0.13 CalEEMod Version: CaIEEMod.2020.4.0 Page 4 of 31 Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:22 PM tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblGrading tblGrading tblLandUse 4 • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MH MH MH MH MH MHD MHD MHD MHD MHD OBUS OBUS OBUS OBUS OBUS SBUS SBUS SBUS SBUS SBUS UBUS UBUS UBUS UBUS UBUS AcresOfGrading MaterialExported LandUseSquareFeet • 4 • Y • Y 3.8010e-003 3.8010e-003 3.8010e-003 3.8010e-003 3.8010e-003 0.01 0.01 0.01 0.01 0.01 6.6200e-004 6.6200e-004 6.6200e-004 6.6200e-004 6.6200e-004 7.0500e-004 7.0500e-004 7.0500e-004 7.0500e-004 7.0500e-004 3.7800e-004 3.7800e-004 3.7800e-004 3.7800e-004 3.7800e-004 135.00 0.00 180,048.00 } e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 i e 4 I e 4 1 e 4 i e 4 I e 4 I e je I e 4 I e 4 t e 4 1 e 4 1 e 4 i e 4 I e 4 I e je I T 3.9827e-003 3.9827e-003 3.9827e-003 3.9827e-003 3.9827e-003 0.00 0.00 0.00 0.00 0.00 6.9365e-004 6.9365e-004 6.9365e-004 6.9365e-004 6.9365e-004 7.3870e-004 7.3870e-004 7.3870e-004 7.3870e-004 7.3870e-004 3.9607e-004 3.9607e-004 3.9607e-004 3.9607e-004 3.9607e-004 90.00 5,500.00 125,000.00 tblLandUse LandUseSquareFeet 286,000.00 85,243.00 CalEEMod Version: CaIEEMod.2020.4.0 Page 5 of 31 Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:22 PM tblLandUse tblLandUse tbI ProjectCharacteristics tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblWoodstoves tblWoodstoves 4 • Y • • Y Y • • • • • • • • • • • • • • • • • • • • • • • • LotAcreage LotAcreage CO2IntensityFactor HorsePowerValue HoursPerDay HoursPerYear NumberOfEquipment CC_TL CNW_TL CW_TL ST_TR ST_TR ST_TR SU_TR SU_TR SU_TR WD_TR WD_TR WD_TR WoodstoveDayYear WoodstoveWoodMass 4 • Y • 0.00 • 0.00 • r 0.00 • r 0.00 • 8.40 4.13 7.53 390.98 6.90 16.60 4.91 8.19 42.04 4.09 5.95 20.43 5.44 8.36 44.32 25.00 999.60 2.87 1.96 348.64 200.00 5.00 5.00 2.00 2.00 2.00 2.00 3.54 6.66 85.82 2.95 4.83 41.71 3.92 6.79 90.48 0.00 0.00 2.0 Emissions Summary CalEEMod Version: CaIEEMod.2020.4.0 Page 6 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Year lb/day lb/day 2023 • 3.4100 36.3737 29.2882 0.0726 8.6471 1.4374 10.0845 3.6737 1.3228 4.9965 S 0.0000 7,182.341 7,182.341 2.0471 0.1610 7,281.488 6 6 0 � l l l l l l l l -r 1 l l -, T 2024 • 3.3026 34.2182 28.9320 0.0776 8.6471 1.3487 9.9958 3.6736 1.2413 4.9149 $ 0.0000 7,897.516 7,897.516 2.0474 0.3376 8,017.796 2 2 9 . 1 , , 1 , , 1 -, -r 4 1 1 1 T 2025 • 90.3023 16.3175 27.4096 0.0761 4.7543 0.5649 5.3192 1.2746 0.5312 1.8058 S 0.0000 7,778.252 7,778.252 0.7791 0.3295 7,895.905 3 3 5 Maximum 90.3023 36.3737 29.2882 0.0776 8.6471 1.4374 10.0845 3.6737 1.3228 4.9965 0.0000 7,897.516 7,897.516 2.0474 0.3376 8,017.796 2 2 9 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Year lb/day lb/day 2023 • 3.4100 36.3737 29.2882 0.0726 3.6714 1.4374 5.1087 1.5134 1.3228 2.8362 7 0.0000 7,182.341 7,182.341 2.0471 0.1610 7,281.488 6 6 0 t t. 1 1 1 l l 1 T 4 -r 1 2024 • 3.3026 34.2182 28.9320 0.0776 4.7544 1.3487 5.4057 1.5134 1.2413 2.7547 0.0000 7,897.516 6 7,897.51 2.0474 0.3376 8,017.796 2 2 9 :. 1 1 1 1 1 T 4 1 T 2025 • 90.3023 16.3175 27.4096 0.0761 4.7543 0.5649 5.3192 1.2746 0.5312 1.8058 0.0000 7,778.252 7,778.252 0.7791 0.3295 7,895.905 3 3 5 Maximum 90.3023 36.3737 29.2882 0.0776 4.7544 1.4374 5.4057 1.5134 1.3228 2.8362 0.0000 7,897.516 7,897.516 2.0474 0.3376 8,017.796 I 2 2 9 CalEEMod Version: CaIEEMod.2020.4.0 Page 7 of 31 Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:22 PM ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 40.22 0.00 37.66 50.11 0.00 36.87 0.00 0.00 0.00 0.00 0.00 0.00 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Area •. 5.5354 . 0.2723 23.6533 . 1.2500e- 0.1311 0.1311 0.1311 0.1311 ? 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 , •, l l , l l , l , T 4 l , , T Energy • 0.2198 1.9469 1.3017 0.0120 0.1519 0.1519 0.1519 0.1519 Z 2,397.951 2,397.951 0.0460 0.0440 2,412.201 9 9 7 ,- S Mobile • 5.4285 3.7921 50.1710 0.1049 12.4814 0.0683 12.5497 3.3113 0.0632 3.3745 ? 10,970.68 10,970.68 0.7310 0.3745 T 11,100.54 47 47 74 l l , l l , l , T * l , , T Stationary • 3.2821 9.1734 8.3688 0.0158 0.4828 0.4828 0.4828 0.4828 • 1,679.028 1,679.028 0.2354 1,684.913 2 2 2 Total 14.4659 15.1847 83.4948 0.1339 12.4814 0.8341 13.3155 3.3113 0.8290 4.1403 0.0000 15,090.32 15,090.32 1.0535 0.4184 15,241.34 33 33 92 CalEEMod Version: CaIEEMod.2020.4.0 Page 8 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2.2 Overall Operational Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day w Area . 5.5354 . 0.2723 23.6533 • 1.2500e- 0.1311 0.1311 0.1311 0.1311 S 0.0000 42.6585 42.6585 • 0.0411 0.0000 43.6869 MI Energy ••: Mobile •� Stationary ••� 0.2198 7 4.9049 7 3.2821 1.9469 l 3.2077 l 9.1734 1.3017 , 41.6133 l 8.3688 003 , 0.0120 l 0.0833 l 0.0158 l 9.8305 l 0.1519 , 0.0556 l 0.4828 0.1519 , 9.8861 l 0.4828 , 2.6080 l 0.1519 -r 0.0514 0.4828 r r 0.1519 s .. 2.6595 s T -. l 0.4828 i 2,397.951 9 l 8,706.004 4 1,679.028 2 2,397.951 9 l 8,706.004 4 , 1,679.028 2 , 0.0460 l 0.6236 , 0.2354 0.0440 T 2,412.201 7 0.3198 T 8,816.883 1 T 1,684.913 2 Total 13.9422 14.6003 74.9370 0.1123 9.8305 0.8214 10.6519 2.6080 0.8172 3.4252 0.0000 12,825.64 30 12,825.64 30 0.9461 0.3637 12,957.68 49 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e Percent Reduction 3.62 3.85 10.25 16.17 21.24 1.52 20.00 21.24 1.42 17.27 0.00 15.01 15.01 10.19 13.07 14.98 3.0 Construction Detail Construction Phase 1 :Demolition :Demolition 2 :Grading :Grading 9/26/2023 :11/13/2023 5: 35: 111/14/2023 3 :Building Construction :Building Construction 11/16/2024 4 :Paving Paving 1/15/2024 4 5: , T 45: :9/8/2025 5: 430 r r I- :9/27/2025 :10/24/2025 5 • 20: CalEEMod Version: CaIEEMod.2020.4.0 Page 9 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5 :Architectural Coating :Architectural Coating :10/25/2025 :11/21/2025 5: 20: Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 90 Acres of Paving: 5.96 Residential Indoor: 172,617; Residential Outdoor: 57,539; Non -Residential Indoor: 192,855; Non -Residential Outdoor: 64,285; Striped Parking Area: 15,900 (Architectural Coating — sqft) OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition :Concrete/Industrial Saws Demolition :Excavators Demolition :Rubber Tired Dozers Grading Grading :Excavators :Graders Grading :Rubber Tired Dozers Grading :Scrapers Grading :Tractors/Loaders/Backhoes Building Construction Building Construction Building Construction :Cranes :Forklifts :Generator Sets Building Construction :Tractors/Loaders/Backhoes Building Construction Paving :Welders • Pavers Paving :Paving Equipment Paving -Rollers Architectural Coating :Air Compressors 1 3-1 8.00i } 8.00' 81: 0.73 158: 0.38 I. 1. 2 8.00' 247: 0.40 21 8.001 158: 0.38 , 8.00} 1. 1 187: 0.41 , I. 1 8.001 247: 0.40 21 8.00' 367' 0.48 1. 2-I 8.00 } 97: 0.37 , } 1 7.00' 231: 0.29 3.. 8.00' 89: 0.20 , 8.00} 1. 1 84: 0.74 } 1. 3 7.001 97: 0.37 , 8.00} 1. 1 46: 0.45 2.1 8.00! 130: 0.42 21 2� 1: } 8.00' 132: 0.36 } 8.001 80: 0.38 ---} 6.00' 78: 0.48 Trips and VMT CalEEMod Version: CaIEEMod.2020.4.0 Page 10 of 31 Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:22 PM Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Hauling Trip Number Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition Grading Building Construction Paving Architectural Coating • • • 6: 15.00' 0.001 529.00' 14.701 81 20.00' 0.001 688.00' 14.701 F I 4 :- - --I 91 371.00' 95.001 0.00' 14.701 6.901 20.00'LD_Mix I- I :- -- --I 4I I 61 15.00' 0.001 0.00' 14.701 6.901 20.001LD_Mix 'HOT_Mix 1HHDT I 4- 4-- 4- •1- •1- t 1' 74.00: 0.00' 0.00' 14.70' 6.90' 20.00'LD Mix 'HDT Mix 'HHDT 6.901 20.001 LD_Mix :HDT Mix 6.901 20.00:LD_Mix :HDT_Mix 1HHDT 4 1HHDT HDT_Mix 1HHDT 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2023 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust 3.2704 0.0000 3.2704 0.4952 0.0000 0.4952 7 0.0000 0.0000 : Off -Road • 2.2691 21.4844 19.6434 0.0388 0.9975 0.9975 0.9280 0.9280 7 3,746.984 3,746.984 1.0494 T 3,773.218 , 0 0 , 3 Total 2.2691 21.4844 19.6434 0.0388 3.2704 0.9975 4.2679 0.4952 0.9280 1.4232 3,746.984 3,746.984 1.0494 3,773.218 0 0 3 CalEEMod Version: CaIEEMod.2020.4.0 Page 11 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.2 Demolition - 2023 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0315 1.8012 0.6175 8.4800e- 0.2636 0.0116 0.2752 0.0722 0.0111 0.0833 i 966.6350 966.6350 0.0975 0.1551 1,015.281 003 3 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker •f1 0.0423 0.0270 0.4593 1.4100e- 0.1677 8.6000e- 0.1685 0.0445 7.9000e- 0.0453 ; 144.7966 144.7966 3.1400e- 3.0900e- 145.7958 003 004 004 003 003 , Total 0.0738 1.8283 1.0768 9.8900e- 0.4313 0.0125 0.4437 0.1167 0.0119 0.1285 1,111.431 1,111.431 0.1007 0.1582 1,161.077 003 6 6 1 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 1.2755 0.0000 1.2755 0.1931 0.0000 0.1931 i 0.0000 0.0000 9 1 7 1 9 1 1 7 r 4 , 7 1 T Off -Road • 2.2691 21.4844 19.6434 0.0388 0.9975 0.9975 0.9280 0.9280 A, 0.0000 3,746.984 3,746.984 1.0494 3,773.218 0 0 , 3 Total 2.2691 21.4844 19.6434 0.0388 1.2755 0.9975 2.2730 0.1931 0.9280 1.1211 0.0000 3,746.984 3,746.984 1.0494 3,773.218 0 0 3 CalEEMod Version: CaIEEMod.2020.4.0 Page 12 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.2 Demolition - 2023 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0315 1.8012 0.6175 8.4800e- 0.2636 0.0116 0.2752 0.0722 0.0111 0.0833 i 966.6350 966.6350 0.0975 0.1551 1,015.281 003 3 1 , , 1 , 1 1 , -r 1 , , 1 T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 1 , , 1 , 1 1 , -r 4 , , 1 T Worker •f1 0.0423 0.0270 0.4593 1.4100e- 0.1677 8.6000e- 0.1685 0.0445 7.9000e- 0.0453 ; 144.7966 144.7966 3.1400e- 3.0900e- 145.7958 003 004 004 003 003 , Total 0.0738 1.8283 1.0768 9.8900e- 0.4313 0.0125 0.4437 0.1167 0.0119 0.1285 1,111.431 1,111.431 0.1007 0.1582 1,161.077 003 6 6 1 3.3 Grading - 2023 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 8.1569 0.0000 8.1569 3.5413 0.0000 3.5413 S 0.0000 0.0000 1 1 1 1 1 1 1 1 T 4 1 1 1 T Off -Road • 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 A, 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 Total 3.3217 34.5156 28.0512 0.0621 8.1569 1.4245 9.5814 3.5413 1.3105 4.8519 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 CalEEMod Version: CaIEEMod.2020.4.0 Page 13 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2023 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0319 1.8220 0.6246 8.5800e- 0.2666 0.0117 0.2784 0.0730 0.0112 0.0842 ; 977.8018 977.8018 0.0987 0.1569 1,027.010 003 1 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 , , , -, -1 n -, -r * , , n T Worker •f1 0.0564 0.0361 0.6124 1.8900e- 0.2236 1.1400e- 0.2247 0.0593 1.0500e- 0.0603 i 193.0621 193.0621 4.1900e- 4.1200e- 194.3944 003 003 003 003 003 , Total 0.0882 1.8581 1.2370 0.0105 0.4902 0.0129 0.5031 0.1323 0.0123 0.1446 1,170.863 1,170.863 0.1029 0.1610 1,221.404 9 9 4 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 3.1812 0.0000 3.1812 1.3811 0.0000 1.3811 i 0.0000 0.0000 9 1 7 l 9 -, 1 7 r 4 7 7 1 T Off -Road • 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 i 0.0000 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 Total 3.3217 34.5156 28.0512 0.0621 3.1812 1.4245 4.6057 1.3811 1.3105 2.6917 0.0000 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 CalEEMod Version: CaIEEMod.2020.4.0 Page 14 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2023 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0319 1.8220 0.6246 8.5800e- 0.2666 0.0117 0.2784 0.0730 0.0112 0.0842 ; 977.8018 977.8018 0.0987 0.1569 1,027.010 003 1 -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , , l l -, -r 4 l l l T Worker •f1 0.0564 0.0361 0.6124 1.8900e- 0.2236 1.1400e- 0.2247 0.0593 1.0500e- 0.0603 i 193.0621 193.0621 4.1900e- 4.1200e- 194.3944 003 003 003 003 003 , Total 0.0882 1.8581 1.2370 0.0105 0.4902 0.0129 0.5031 0.1323 0.0123 0.1446 1,170.863 1,170.863 0.1029 0.1610 1,221.404 9 9 4 3.3 Grading - 2024 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 8.1569 0.0000 8.1569 3.5413 0.0000 3.5413 S 0.0000 0.0000 -, 1 7 1 7 -, 1 7 T 4 7 7 -I T Off -Road • 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 A, 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 Total 3.2181 32.3770 27.7228 0.0621 8.1569 1.3354 9.4923 3.5413 1.2286 4.7699 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 CalEEMod Version: CaIEEMod.2020.4.0 Page 15 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2024 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0315 1.8089 0.6384 8.4400e- 0.2666 0.0122 0.2789 0.0730 0.0117 0.0847 i 964.4020 964.4020 0.0999 0.1548 1,013.030 003 2 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 , , , -, -1 n -, -r * , , n T Worker •f1 0.0530 0.0324 0.5708 1.8300e- 0.2236 1.0900e- 0.2246 0.0593 1.0000e- 0.0603 i 188.4176 188.4176 3.8000e- 3.8500e- 189.6606 003 003 003 003 003 , Total 0.0845 1.8413 1.2092 0.0103 0.4902 0.0133 0.5035 0.1323 0.0127 0.1450 1,152.819 1,152.819 0.1037 0.1587 1,202.690 6 6 8 Mitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 3.1812 0.0000 3.1812 1.3811 0.0000 1.3811 i 0.0000 0.0000 -, 1 7 l 9 -, 1 7 r 4 -1 7 1 T Off -Road • 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 i 0.0000 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 Total 3.2181 32.3770 27.7228 0.0621 3.1812 1.3354 4.5166 1.3811 1.2286 2.6097 0.0000 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 CalEEMod Version: CaIEEMod.2020.4.0 Page 16 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2024 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0315 1.8089 0.6384 8.4400e- 0.2666 0.0122 0.2789 0.0730 0.0117 0.0847 i 964.4020 964.4020 0.0999 0.1548 1,013.030 003 2 , , , , -1 -1 , -r 4 , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 , , , -, -1 n -, -r * , , n T Worker •f1 0.0530 0.0324 0.5708 1.8300e- 0.2236 1.0900e- 0.2246 0.0593 1.0000e- 0.0603 i 188.4176 188.4176 3.8000e- 3.8500e- 189.6606 003 003 003 003 003 , Total 0.0845 1.8413 1.2092 0.0103 0.4902 0.0133 0.5035 0.1323 0.0127 0.1450 1,152.819 1,152.819 0.1037 0.1587 1,202.690 6 6 8 3.4 Building Construction - 2024 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 i 2,555.698 2,555.698 0.6044 2,570.807 , 9 9 , 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 2,555.698 0.6044 2,570.807 9 9 7 CalEEMod Version: CaIEEMod.2020.4.0 Page 17 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2024 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , -1 -1 , -r 4 , , n T Vendor • 0.0945 3.3196 1.3701 0.0168 0.6074 0.0179 0.6253 0.1748 0.0171 0.1919 ; 1,846.670 1,846.670 0.1127 0.2661 1,928.784 4 4 8 l , , , , l l , r 4 l l l T Worker •f1 0.9827 0.6009 10.5886 0.0339 4.1469 0.0202 4.1671 1.0998 0.0186 1.1184 S 3,495.146 3,495.146 0.0705 0.0715 3,518.204 8 8 5 Total 1.0773 3.9205 11.9587 0.0507 4.7544 0.0381 4.7924 1.2746 0.0357 1.3103 5,341.817 5,341.817 0.1832 0.3376 5,446.989 3 3 3 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 i 0.0000 2,555.698 2,555.698 0.6044 2,570.807 , 9 9 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 0.0000 2,555.698 2,555.698 0.6044 2,570.807 9 9 7 CalEEMod Version: CaIEEMod.2020.4.0 Page 18 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2024 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 f1 -r 1 , , n T Vendor 0.0945 3.3196 1.3701 0.0168 0.6074 0.0179 0.6253 0.1748 0.0171 0.1919 $ 1,846.670 1,846.670 0.1127 0.2661 1,928.784 4 4 8 l , , , , l l , r 4 l l l T Worker •f1 0.9827 0.6009 10.5886 0.0339 4.1469 0.0202 4.1671 1.0998 0.0186 1.1184 S 3,495.146 3,495.146 0.0705 0.0715 3,518.204 8 8 5 Total 1.0773 3.9205 11.9587 0.0507 4.7544 0.0381 4.7924 1.2746 0.0357 1.3103 5,341.817 5,341.817 0.1832 0.3376 5,446.989 3 3 3 3.4 Building Construction - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day w Off -Road • 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 i 2,556.474 2,556.474 0.6010 2,571.498 , 4 4 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 2,556.474 0.6010 2,571.498 4 4 1 CalEEMod Version: CaIEEMod.2020.4.0 Page 19 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 , , -1 -1 1 f1 , -. -r -., T , n Vendor 0.0931 3.3032 1.3646 0.0164 0.6074 0.0180 0.6254 0.1748 0.0172 0.1920 $ 1,812.098 1,812.098 0.1141 0.2622 1,893.094 9 9 0 1 l , , , , l l , r 4 l l l T Worker •f 0.9281 0.5446 9.9603 0.0327 4.1469 0.0193 4.1662 1.0998 0.0178 1.1176 ; 3,409.679 3,409.679 0.0640 0.0672 3,431.313 0 0 5 • Total 1.0212 3.8478 11.3250 0.0492 4.7543 0.0373 4.7916 1.2746 0.0350 1.3096 5,221.777 5,221.777 0.1782 0.3295 5,324.407 9 9 4 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 i 0.0000 2,556.474 2,556.474 0.6010 2,571.498 4 4 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 2,556.474 0.6010 2,571.498 4 4 1 CalEEMod Version: CaIEEMod.2020.4.0 Page 20 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 f1 , -. -r , , , -1 -1 1 , , n T Vendor 0.0931 3.3032 1.3646 0.0164 0.6074 0.0180 0.6254 0.1748 0.0172 0.1920 $ 1,812.098 1,812.098 0.1141 0.2622 1,893.094 9 9 0 f 1 l l , , , , l -, -r 4 l l l T Worker • 0.9281 0.5446 9.9603 0.0327 4.1469 0.0193 4.1662 1.0998 0.0178 1.1176 S 3,409.679 3,409.679 0.0640 0.0672 3,431.313 0 0 5 Total 1.0212 3.8478 11.3250 0.0492 4.7543 0.0373 4.7916 1.2746 0.0350 1.3096 5,221.777 5,221.777 0.1782 0.3295 5,324.407 9 9 4 3.5 Paving - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 i 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 1 1 7 l 9 1 1 7 T .6 , 7 1 Paving • 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 Total 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 CalEEMod Version: CaIEEMod.2020.4.0 Page 21 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.5 Paving - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker •f1 0.0375 0.0220 0.4027 1.3200e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 S 137.8576 137.8576 2.5900e- 2.7200e- 138.7324 003 004 004 003 003 , Total 0.0375 0.0220 0.4027 1.3200e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 137.8576 137.8576 2.5900e- 2.7200e- 138.7324 003 004 004 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 i 0.0000 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 1 1 7 l 9 1 1 7 T 4 -1 7 1 Paving • 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 Total 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 0.0000 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 CalEEMod Version: CaIEEMod.2020.4.0 Page 22 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.5 Paving - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , , l l -, -r 4 l l l T Worker •f1 0.0375 0.0220 0.4027 1.3200e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 S 137.8576 137.8576 2.5900e- 2.7200e- 138.7324 003 004 004 003 003 , Total 0.0375 0.0220 0.4027 1.3200e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 137.8576 137.8576 2.5900e- 2.7200e- 138.7324 003 004 004 003 003 3.6 Architectural Coating - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Archit. Coating : 89.9464 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 -, 1 7 1 9 -, -, 7 T 4 , 7 1 T Off -Road • 0.1709 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 A. 281.4481 281.4481 0.0154 281.8319 003 , Total 90.1172 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 003 CalEEMod Version: CaIEEMod.2020.4.0 Page 23 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.6 Architectural Coating - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker •f1 0.1851 0.1086 1.9867 6.5300e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 ; 680.0977 680.0977 0.0128 0.0134 684.4129 003 003 003 Total 0.1851 0.1086 1.9867 6.5300e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 680.0977 680.0977 0.0128 0.0134 684.4129 003 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Archit. Coating : 89.9464 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 -, 1 7 1 9 -, -, 7 T 4 , 7 1 T Off -Road • 0.1709 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 A. 0.0000 281.4481 281.4481 0.0154 281.8319 003 , Total 90.1172 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 003 CalEEMod Version: CaIEEMod.2020.4.0 Page 24 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.6 Architectural Coating - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 -r 'f , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l l l l , l l -, -r 4 l l l T Worker •f1 0.1851 0.1086 1.9867 6.5300e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 S 680.0977 680.0977 0.0128 0.0134 684.4129 003 003 003 Total 0.1851 0.1086 1.9867 6.5300e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 680.0977 680.0977 0.0128 0.0134 684.4129 003 003 003 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Transit Accessibility CalEEMod Version: CaIEEMod.2020.4.0 Page 25 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Mitigated • 4.9049 i 3.2077 i 41.6133 • 0.0833 ; 9.8305 • 0.0556 • 9.8861 i 2.6080 • 0.0514 ; 2.6595 7 . 8,706.004 • 8,706.004 • 0.6236 . 0.3198 • 8,816.883 4 4 ; ; 1 :I- a Unmitigated • 5.4285 • 3.7921 • 50.1710 • 0.1049 • 12.4814 • 0.0683 • 12.5497 • 3.3113 • 0.0632 • 3.3745 • •10,970.68.10,970.68• 0.7310 • 0.3745 ? 11,100.54 47 47 74 4.2 Trip Summary Information Ave age Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise • 1,121.12 1,012.44 843.70 • 3,642,557 2,868,914 Enclosed Parking Structure • 0.00 F 0.00 0.00 •r Enclosed Parking with Elevator • 0.00 0.00 0.00 • I- Hotel • 841.96 825.84 598.92 1,920,718 1,512,776 Strip Mall • 323.01 306.38 148.90 • 120,039 94,544 Total I 2,286.09 2,144.66 1,591.52 I 5,683,314 I 4,476,235 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H -W or C -W H -S or C -C H -O or C -NW H -W or C -W H -S or C -C H -O or C -NW Primary Diverted Pass -by Apartments Mid Rise Enclosed Parking Structure r 14.70 16.60 Enclosed Parking with Elevator : 16.60 Hotel 16.60 Strip Mall • 2.00 5.90 8.40 8.40 8.40 8.70 6.90 6.90 6.90 2.00 2.00 • • • • 40.20 0.00 0.00 19.40 r ✓ r 19.20 40.60 0.00 r 0.00 0.00 r 0.00 61.60 i 19.00 • 58 38 • • • • • • 86 0 0 11 0 0 16.60 64.40 19.00 • 45 40 3 0 0 4 15 4.4 Fleet Mix CalEEMod Version: CaIEEMod.2020.4.0 Page 26 of 31 Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:22 PM Land Use I LDA I LDT1 I LDT2 I MDV I LHD1 I LHD2 I MHD I HHD I OBUS I UBUS I MCY I SBUS I MH I Apartments Mid Rise Enclosed Parking Structure Enclosed Parking with Elevator Hotel Strip Mall 0.573623 0.063058: 0.193885 0.132534 I I I 0.573623 • 0.0630581 0.1938851 0.1325341 0.000000 0.000000 0.0000001 0.0000001 I I I I I 0.000000: 0.005161 0.0000001 0.0051611 I I 0.000694: 0.000396 0.0006941 0.0003961 I I 0.025928 0.0259281 0.000739 0.0007391 F 0.573623 • 0.0630581 0.1938851 0.132534 • 0.0000001 0.000000 • 0.0000001 0.005161 • 0.0006941 0.000396 • 0.0259281 0.0007391 I I I I I I I I I I F 0.573623 • 0.0630581 0.1938851 0.132534 • 0.0000001 0.000000 • 0.0000001 0.005161 • 0.0006941 0.000396 • 0.0259281 0.0007391 4- 0.573623: 0.063058: 0.193885: 0.132534: 0.000000: 0.000000: 0.000000: 0.005161: 0.000694: 0.000396: 0.025928: 0.000739: 0.003983 0.003983 0.003983 0.003983 0.003983 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day NaturalGas • 0.2198 • 1.9469 • 1.3017 • 0.0120 • • 0.1519 • 0.1519 • • 0.1519 • 0.1519 } • 2,397.951 • 2,397.951 • 0.0460 • 0.0440 • 2,412.201 Mitigated 9 9 7 NaturalGas Cr 0.2198 • 1.9469 • 1.3017 • 0.0120 T • 0.1519 • 0.1519 T • 0.1519 • 0.1519 • • 2,397.951.2,397.951• 0.0460 • 0.0440 ?2,412.201 Unmitigated 9 9 7 CalEEMod Version: CaIEEMod.2020.4.0 Page 27 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid • 8736.41 + 0.0942 0.8051 0.3426 ; 5.1400e- 0.0651 0.0651 0.0651 0.0651 1,027.813 1,027.813 0.0197 0.0188 1,033.921 Rise + : 003 a 5 5 3 Enclosed Parking • 0 + 0.0000 0.0000 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Structure + a r v , , -1 , , , , -• r * , , , Enclosed Parking • 0 + 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 with Elevator + a 0.0000 0.0000 0.0000 0.0000 0.0000 Hotel • 11626.7 + 0.1254 1.1399 0.9575 6.8400e- 0.0866 0.0866 0.0866 0.0866 1,367.848 1,367.848 0.0262 0.0251 T 1,375.977 + 003 a 5 5 0 Strip Mall • 19.4638 + 2.1000e- 1.9100e- 1.6000e- 1.0000e- 1.5000e- 1.5000e- 1.5000e- 1.5000e- 2.2899 2.2899 4.0000e- 4.0000e- 2.3035 + a 004 003 003 005 , 004 004 004 004 , 005 005 , Total 0.2198 1.9469 1.3017 0.0120 0.1519 0.1519 0.1519 0.1519 2,397.951 2,397.951 0.0460 0.0440 2,412.201 9 9 7 CalEEMod Version: CaIEEMod.2020.4.0 Page 28 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.2 Energy by Land Use - NaturalGas Mitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid • 8.73641 + 0.0942 0.8051 0.3426 ; 5.1400e- 0.0651 0.0651 0.0651 0.0651 1,027.813 1,027.813 0.0197 0.0188 1,033.921 Rise I. : 003 i 5 5 3 Enclosed Parking ; 0 + 0.0000 0.0000 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 • 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Structure + a r v , , -1 , , , , -i r * , , , Enclosed Parking • 0 + 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 with Elevator + a 0.0000 0.0000 0.0000 0.0000 0.0000 Hotel • 11.6267 + 0.1254 1.1399 0.9575 6.8400e- 0.0866 0.0866 0.0866 0.0866 1,367.848 1,367.848 0.0262 0.0251 T 1,375.977 + 003 , a 5 5 0 Strip Mall •0.0194638+ 2.1000e- n 1.9100e- n 1.6000e- n 1.0000e- 1.5000e- 1.5000e- 1.5000e- 1.5000e- 2.2899 2.2899 4.0000e- 4.0000e- 2.3035 + a 004 003 003 005 , 004 004 004 004 , 005 005 , Total 0.2198 1.9469 1.3017 0.0120 0.1519 0.1519 0.1519 0.1519 2,397.951 2,397.951 0.0460 0.0440 2,412.201 9 9 7 6.0 Area Detail 6.1 Mitigation Measures Area CalEEMod Version: CaIEEMod.2020.4.0 Page 29 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day a. Mitigated ; 5.5354 • 0.2723 . 23.6533 • 1.2500e- 0.1311 i 0.1311 0.1311 i 0.1311 } 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 Unmitigated Sr 5.5354 T 0.2723 T 23.6533 T 1.2500e -T -r 0.1311 T 0.1311 T T 0.1311 T 0.1311 • 0.0000 r 42.6585 T 42.6585 T 0.0411 T 0.0000 43.6869 003 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e SubCategory lb/day lb/day Architectural 0.4929 0.0000 0.0000 ; 0.0000 0.0000 0.0000 ; 0.0000 Coating ; .I , , , , , , , 7 T e ' , , , -r Consumer • 4.3274 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 Products s •I , , , , , , , , T * , , , T Hearth : 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 • 3 .I , , , , , , , , T e , , , t Landscaping • 0.7152 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 42.6585 42.6585 0.0411 43.6869 003 , s Total 5.5354 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 CalEEMod Version: CaIEEMod.2020.4.0 Page 30 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 6.2 Area by SubCategory Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e SubCategory lb/day lb/day w Architectural . 0.4929 . , 0.0000 . 0.0000 ; 0.0000 . 0.0000 S 0.0000 i 0.0000 . Coating l l -I l l l -, l T t l l l T Consumer • 4.3274 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 Products •, l 7 l , l l -, l T * l l l T Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , -, , , , = , -, , r * = , = T Landscaping • 0.7152 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 i 42.6585 42.6585 0.0411 43.6869 003 , Total 5.5354 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 7.0 Water Detail 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CaIEEMod.2020.4.0 Page 31 of 31 Date: 9/27/2022 7:22 PM Parkwest Development Project - Orange County, Summer EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power I Load Factor I Fuel Type Emergency Generator • • • 2: 5: 5 200: 0.73:Diesel Boilers Equipment Type Number Heat Input/Day I Heat Input/Year Boiler Rating I Fuel Type User Defined Equipment Equipment Type Number 10.1 Stationary Sources Unmitigated/Mitigated ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Equipment Type lb/day lb/day Emergency • 3.2821 9.1734 8.3688 0.0158 0.4828 0.4828 0.4828 0.4828 1,679.028 1,679.028 0.2354 1,684.913 Generator - 2 2 2 Diesel (175 - 300 • HP) Total 3.2821 9.1734 8.3688 0.0158 0.4828 0.4828 0.4828 0.4828 1,679.028 1,679.028 0.2354 1,684.913 2 2 2 11.0 Vegetation CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Parkwest Development Project Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses I Size Metric I Lot Acreage I Floor Surface Area I Population 1.00 1000sgft 1 0.02 1,000.00 4 4 Enclosed Parking with Elevator 1 660.00 Space 5.94 264,000.00 • 124.00 Room 1 2.87 • 125,000.00 1 0 1 Apartments Mid Rise • 286.00 Dwelling Unit 1.96 85,243.00 1 818 +- ----- -1 Strip Mall • 3.57 1000sgft 0.08 3,570.00 • 0 Enclosed Parking Structure Hotel 0 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2025 Utility Company Southern California Edison CO2 Intensity 348.64 CH4 Intensity 0.033 N20 Intensity 0.004 (Ib/MWhr) (Ib/MWhr) (Ib/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - GHG intensity factor based on the web version of CalEEMod Land Use - Based on Project Description Construction Phase - Based on data request Trips and VMT - Demolition - Grading - Architectural Coating - Vehicle Trips - Based on traffic study. Trip length based on 2 miles average for a cafe. CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Woodstoves - No fireplaces Area Coating - Water And Wastewater - Outdoor watering assumes 300 gals/day to water the outdoor plants Construction Off -road Equipment Mitigation - Mobile Land Use Mitigation - Waste Mitigation - Fleet Mix - Fleet mix adjusted to reflect lack of heavy trucks for residential uses. Stationary Sources - Emergency Generators and Fire Pumps - Table Name Column Name Default Value New Value tblConstructionPhase tblConstructionPhase tblConstructionPhase tblFireplaces tblFireplaces tblFireplaces tblFireplaces tblFireplaces tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix • NumDays NumDays NumDays FireplaceDayYear FireplaceHourDay FireplaceWoodMass NumberGas NumberWood HHD HHD HHD HHD HHD LDA LDA LDA LDA LDA LDT1 • Y Y Y • Y • Y Y • Y Y • Y • Y Y • • • 20.00 30.00 300.00 25.00 3.00 1,019.20 243.10 14.30 4.9260e-003 4.9260e-003 4.9260e-003 4.9260e-003 4.9260e-003 0.55 0.55 0.55 0.55 0.55 0.06 4 e 4 35.00 45.00 430.00 0.00 0.00 0.00 0.00 0.00 5.1615e-003 5.1615e-003 5.1615e-003 5.1615e-003 5.1615e-003 0.57 0.57 0.57 0.57 0.57 0.06 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 31 Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:17 PM tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix 4 • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LDT1 LDT1 LDT1 LDT1 LDT2 LDT2 LDT2 LDT2 LDT2 LHD1 LHD1 LHD1 LHD1 LHD1 LHD2 LHD2 LHD2 LHD2 LHD2 MCY MCY MCY MCY MCY MDV MDV MDV MDV • 4 • Y • • Y 0.06 0.06 0.06 0.06 0.19 0.19 0.19 0.19 0.19 0.02 0.02 0.02 0.02 0.02 6.6790e-003 6.6790e-003 6.6790e-003 6.6790e-003 6.6790e-003 0.02 0.02 0.02 0.02 0.02 0.13 0.13 0.13 0.13 0.06 0.06 0.06 0.06 0.19 0.19 0.19 0.19 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.03 0.03 0.03 0.13 0.13 0.13 0.13 tblFleetMix • • • MDV 0.13 0.13 CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 31 Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:17 PM tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblFleetMix tblGrading tblGrading tblLandUse 4 • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MH MH MH MH MH MHD MHD MHD MHD MHD OBUS OBUS OBUS OBUS OBUS SBUS SBUS SBUS SBUS SBUS UBUS UBUS UBUS UBUS UBUS AcresOfGrading MaterialExported LandUseSquareFeet • 4 • Y • Y 3.8010e-003 3.8010e-003 3.8010e-003 3.8010e-003 3.8010e-003 0.01 0.01 0.01 0.01 0.01 6.6200e-004 6.6200e-004 6.6200e-004 6.6200e-004 6.6200e-004 7.0500e-004 7.0500e-004 7.0500e-004 7.0500e-004 7.0500e-004 3.7800e-004 3.7800e-004 3.7800e-004 3.7800e-004 3.7800e-004 135.00 0.00 180,048.00 3.9827e-003 3.9827e-003 3.9827e-003 3.9827e-003 3.9827e-003 0.00 0.00 0.00 0.00 0.00 6.9365e-004 6.9365e-004 6.9365e-004 6.9365e-004 6.9365e-004 7.3870e-004 7.3870e-004 7.3870e-004 7.3870e-004 7.3870e-004 3.9607e-004 3.9607e-004 3.9607e-004 3.9607e-004 3.9607e-004 90.00 5,500.00 125,000.00 tblLandUse • • • LandUseSquareFeet 286,000.00 85,243.00 CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 31 Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:17 PM tblLandUse tblLandUse tbI ProjectCharacteristics tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblStationaryGeneratorsPumpsUse tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblVehicleTrips tblWoodstoves tblWoodstoves 4 • Y • • Y Y • • • • • • • • • • • • • • • • • • • • • • • • LotAcreage LotAcreage CO2IntensityFactor HorsePowerValue HoursPerDay HoursPerYear NumberOfEquipment CC_TL CNW_TL CW_TL ST_TR ST_TR ST_TR SU_TR SU_TR SU_TR WD_TR WD_TR WD_TR WoodstoveDayYear WoodstoveWoodMass 4 • Y • 0.00 • 0.00 • r 0.00 • r 0.00 • 8.40 4.13 7.53 390.98 6.90 16.60 4.91 8.19 42.04 4.09 5.95 20.43 5.44 8.36 44.32 25.00 999.60 2.87 1.96 348.64 200.00 5.00 5.00 2.00 2.00 2.00 2.00 3.54 6.66 85.82 2.95 4.83 41.71 3.92 6.79 90.48 0.00 0.00 2.0 Emissions Summary CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Year lb/day lb/day 2023 • 3.4133 36.4547 29.2531 0.0725 8.6471 1.4374 10.0845 3.6737 1.3228 4.9965 S 0.0000 7,173.994 7,173.994 2.0471 0.1614 7,273.262 6 6 2 � l l l l l l l l -r 1 l l -, T 2024 • 3.3059 34.2985 28.9002 0.0760 8.6471 1.3488 9.9958 3.6736 1.2413 4.9150 $ 0.0000 7,733.450 7,733.450 2.0474 0.3427 7,855.302 8 8 7 . 1 , , 1 , , 1 -, -r 4 1 1 1 T 2025 • 90.3208 16.5186 26.7866 0.0746 4.7543 0.5650 5.3193 1.2746 0.5313 1.8059 S 0.0000 7,618.606 7,618.606 0.7805 0.3343 7,737.739 3 3 7 Maximum 90.3208 36.4547 29.2531 0.0760 8.6471 1.4374 10.0845 3.6737 1.3228 4.9965 0.0000 7,733.450 7,733.450 2.0474 0.3427 7,855.302 8 8 7 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Year lb/day lb/day 2023 • 3.4133 36.4547 29.2531 0.0725 3.6714 1.4374 5.1088 1.5134 1.3228 2.8363 7 0.0000 7,173.994 7,173.994 2.0471 0.1614 7,273.262 6 6 2 t t. 1 1 1 l l 1 T 4 1 -r 2024 • 3.3059 34.2985 28.9002 0.0760 4.7544 1.3488 5.4058 1.5134 1.2413 2.7547 0.0000 7,733.450 7,733.450 2.0474 0.3427 7,855.302 8 8 7 :. 1 1 1 1 1 r 4 1 T 2025 • 90.3208 16.5186 26.7866 0.0746 4.7543 0.5650 5.3193 1.2746 0.5313 1.8059 0.0000 7,618.606 7,618.606 0.7805 0.3343 7,737.739 3 3 7 Maximum 90.3208 36.4547 29.2531 0.0760 4.7544 1.4374 5.4058 1.5134 1.3228 2.8363 0.0000 7,733.450 7,733.450 2.0474 0.3427 7,855.302 I 8 8 7 CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 31 Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:17 PM ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 40.22 0.00 37.66 50.11 0.00 36.87 0.00 0.00 0.00 0.00 0.00 0.00 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Area •. 5.5354 . 0.2723 23.6533 . 1.2500e- 0.1311 0.1311 0.1311 0.1311 ? 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 , •, l l , l l , l , T 4 l , , T Energy • 0.2198 1.9469 1.3017 0.0120 0.1519 0.1519 0.1519 0.1519 Z 2,397.951 2,397.951 0.0460 0.0440 2,412.201 9 9 7 ,- S Mobile • 5.3699 4.1187 50.0613 0.1005 12.4814 0.0683 12.5497 3.3113 0.0632 3.3745 ? 10,508.24 10,508.24 0.7585 0.3945 T 10,644.75 23 23 30 l l , l l , l , T * l , , T Stationary • 3.2821 9.1734 8.3688 0.0158 0.4828 0.4828 0.4828 0.4828 • 1,679.028 1,679.028 0.2354 1,684.913 2 2 2 Total 14.4072 15.5113 83.3850 0.1295 12.4814 0.8341 13.3155 3.3113 0.8290 4.1403 0.0000 14,627.88 14,627.88 1.0810 0.4384 14,785.55 10 10 48 CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2.2 Overall Operational Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day w Area . 5.5354 . 0.2723 23.6533 • 1.2500e- 0.1311 0.1311 0.1311 0.1311 S 0.0000 42.6585 42.6585 • 0.0411 0.0000 43.6869 MI Energy ••: Mobile •� Stationary ••� 0.2198 7 4.8389 7 3.2821 1.9469 l 3.4837 l 9.1734 1.3017 , 41.9080 l 8.3688 003 , 0.0120 l 0.0798 l 0.0158 l 9.8305 l 0.1519 , 0.0556 l 0.4828 0.1519 , 9.8861 l 0.4828 , 2.6080 l 0.1519 -r 0.0515 0.4828 r r 0.1519 s .. 2.6595 s T -. l 0.4828 i 2,397.951 9 l 8,342.632 5 1,679.028 2 2,397.951 9 l 8,342.632 5 , 1,679.028 2 , 0.0460 l 0.6512 , 0.2354 0.0440 T 2,412.201 7 0.3370 T 8,459.344 4 T 1,684.913 2 Total 13.8762 14.8763 75.2318 0.1088 9.8305 0.8214 10.6519 2.6080 0.8172 3.4253 0.0000 12,462.27 11 12,462.27 11 0.9737 0.3810 12,600.14 62 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e Percent Reduction 3.69 4.09 9.78 15.99 21.24 1.52 20.00 21.24 1.42 17.27 0.00 14.80 14.80 9.93 13.10 14.78 3.0 Construction Detail Construction Phase 1 :Demolition :Demolition 2 :Grading :Grading 9/26/2023 :11/13/2023 5: 35: 111/14/2023 3 :Building Construction :Building Construction 11/16/2024 4 :Paving Paving 1/15/2024 4 5: , T 45: :9/8/2025 I 5: 430 r r I- :9/27/2025 :10/24/2025 5 • 20: CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5 :Architectural Coating :Architectural Coating :10/25/2025 :11/21/2025 5: 20: Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 90 Acres of Paving: 5.96 Residential Indoor: 172,617; Residential Outdoor: 57,539; Non -Residential Indoor: 192,855; Non -Residential Outdoor: 64,285; Striped Parking Area: 15,900 (Architectural Coating — sqft) OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition :Concrete/Industrial Saws Demolition :Excavators Demolition :Rubber Tired Dozers Grading Grading :Excavators :Graders Grading :Rubber Tired Dozers Grading :Scrapers Grading :Tractors/Loaders/Backhoes Building Construction Building Construction Building Construction :Cranes :Forklifts :Generator Sets Building Construction :Tractors/Loaders/Backhoes Building Construction Paving :Welders • Pavers Paving :Paving Equipment Paving -Rollers Architectural Coating :Air Compressors 1 3-1 8.00i } 8.00' 81: 0.73 158: 0.38 I. 1. 2 8.00' 247: 0.40 21 8.001 158: 0.38 , 8.00} 1. 1 187: 0.41 , I. 1 8.001 247: 0.40 21 8.00' 367' 0.48 1. 2-I 8.00 } 97: 0.37 , } 1 7.00' 231: 0.29 3.. 8.00' 89: 0.20 , 8.00} 1. 1 84: 0.74 } 1. 3 7.001 97: 0.37 , 8.00} 1. 1 46: 0.45 2.1 8.00! 130: 0.42 21 2� 1: F 8.00' 132: 0.36 } 8.001 80: 0.38 ---} 6.00' 78: 0.48 Trips and VMT CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 31 Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:17 PM Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Hauling Trip Number Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition Grading Building Construction Paving Architectural Coating • • • 6: 15.00' 0.001 529.00' 14.701 81 20.00' 0.001 688.00' 14.701 91 371.00' 95.001 0.00' 14.701 6.901 20.00'LD_Mix I- I :- -- --I 4I I 61 15.00' 0.001 0.00' 14.701 6.901 20.001LD_Mix 'HOT_Mix 1HHDT I 4- 1. 4- -I•- I•- 4- 4- t 1' 74.00: 0.00' 0.00' 14.70' 6.90' 20.00'LD Mix 'HDT Mix 'HHDT 6.901 20.001 LD_Mix :HDT Mix 6.901 20.00:LD_Mix :HDT_Mix 1HHDT 4 1HHDT HDT_Mix 1HHDT 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2023 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust 3.2704 0.0000 3.2704 0.4952 0.0000 0.4952 7 0.0000 0.0000 : Off -Road • 2.2691 21.4844 19.6434 0.0388 0.9975 0.9975 0.9280 0.9280 7 3,746.984 3,746.984 1.0494 T 3,773.218 , 0 0 , 3 Total 2.2691 21.4844 19.6434 0.0388 3.2704 0.9975 4.2679 0.4952 0.9280 1.4232 3,746.984 3,746.984 1.0494 3,773.218 0 0 3 CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.2 Demolition - 2023 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0297 1.8778 0.6242 8.4900e- 0.2636 0.0116 0.2752 0.0722 0.0111 0.0833 i 967.5088 967.5088 0.0974 0.1552 1,016.194 003 8 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker •f1 0.0462 0.0297 0.4279 1.3500e- 0.1677 8.6000e- 0.1685 0.0445 7.9000e- 0.0453 ; 137.8735 137.8735 3.2200e- 3.2900e- 138.9334 003 004 004 003 003 , Total 0.0758 1.9075 1.0521 9.8400e- 0.4313 0.0125 0.4437 0.1167 0.0119 0.1286 1,105.382 1,105.382 0.1006 0.1585 1,155.128 003 2 2 2 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 1.2755 0.0000 1.2755 0.1931 0.0000 0.1931 i 0.0000 0.0000 9 1 7 1 9 1 1 7 r 4 , 7 1 T Off -Road • 2.2691 21.4844 19.6434 0.0388 0.9975 0.9975 0.9280 0.9280 A, 0.0000 3,746.984 3,746.984 1.0494 3,773.218 0 0 , 3 Total 2.2691 21.4844 19.6434 0.0388 1.2755 0.9975 2.2730 0.1931 0.9280 1.1211 0.0000 3,746.984 3,746.984 1.0494 3,773.218 0 0 3 CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.2 Demolition - 2023 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0297 1.8778 0.6242 8.4900e- 0.2636 0.0116 0.2752 0.0722 0.0111 0.0833 i 967.5088 967.5088 0.0974 0.1552 1,016.194 003 8 1 , , 1 , 1 1 , -r 1 , , 1 T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 1 , , 1 , 1 1 , -r 4 , , 1 T Worker •f1 0.0462 0.0297 0.4279 1.3500e- 0.1677 8.6000e- 0.1685 0.0445 7.9000e- 0.0453 ; 137.8735 137.8735 3.2200e- 3.2900e- 138.9334 003 004 004 003 003 , Total 0.0758 1.9075 1.0521 9.8400e- 0.4313 0.0125 0.4437 0.1167 0.0119 0.1286 1,105.382 1,105.382 0.1006 0.1585 1,155.128 003 2 2 2 3.3 Grading - 2023 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 8.1569 0.0000 8.1569 3.5413 0.0000 3.5413 S 0.0000 0.0000 1 1 1 1 1 1 1 1 T 4 1 1 1 T Off -Road • 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 A, 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 Total 3.3217 34.5156 28.0512 0.0621 8.1569 1.4245 9.5814 3.5413 1.3105 4.8519 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2023 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0300 1.8995 0.6314 8.5900e- 0.2666 0.0118 0.2784 0.0730 0.0113 0.0843 S 978.6856 978.6856 0.0985 0.1570 1,027.934 003 1 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 , , , -, -1 n -, -r * , , n T Worker •f1 0.0616 0.0396 0.5705 1.8000e- 0.2236 1.1400e- 0.2247 0.0593 1.0500e- 0.0603 i 183.8313 183.8313 4.2900e- 4.3800e- 185.2446 003 003 003 003 003 , Total 0.0916 1.9391 1.2019 0.0104 0.4902 0.0129 0.5031 0.1323 0.0123 0.1446 1,162.516 1,162.516 0.1028 0.1614 1,213.178 9 9 7 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 3.1812 0.0000 3.1812 1.3811 0.0000 1.3811 i 0.0000 0.0000 9 1 7 l 9 -, 1 7 r 4 7 7 1 T Off -Road • 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 i 0.0000 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 Total 3.3217 34.5156 28.0512 0.0621 3.1812 1.4245 4.6057 1.3811 1.3105 2.6917 0.0000 6,011.477 6,011.477 1.9442 6,060.083 7 7 6 CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2023 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0300 1.8995 0.6314 8.5900e- 0.2666 0.0118 0.2784 0.0730 0.0113 0.0843 i 978.6856 978.6856 0.0985 0.1570 1,027.934 003 1 -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , , l l -, -r 4 l l l T Worker •f1 0.0616 0.0396 0.5705 1.8000e- 0.2236 1.1400e- 0.2247 0.0593 1.0500e- 0.0603 i 183.8313 183.8313 4.2900e- 4.3800e- 185.2446 003 003 003 003 003 , Total 0.0916 1.9391 1.2019 0.0104 0.4902 0.0129 0.5031 0.1323 0.0123 0.1446 1,162.516 1,162.516 0.1028 0.1614 1,213.178 9 9 7 3.3 Grading - 2024 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 8.1569 0.0000 8.1569 3.5413 0.0000 3.5413 S 0.0000 0.0000 -, 1 7 1 7 -, 1 7 T 4 7 7 -I T Off -Road • 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 A, 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 Total 3.2181 32.3770 27.7228 0.0621 8.1569 1.3354 9.4923 3.5413 1.2286 4.7699 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2024 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0296 1.8860 0.6451 8.4500e- 0.2666 0.0123 0.2789 0.0730 0.0117 0.0848 i 965.2898 965.2898 0.0998 0.1550 1,013.958 003 4 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 , , , -, -1 n -, -r * , , n T Worker •f1 0.0581 0.0356 0.5323 1.7400e- 0.2236 1.0900e- 0.2246 0.0593 1.0000e- 0.0603 i 179.4231 179.4231 3.9000e- 4.1000e- 180.7416 003 003 003 003 003 , Total 0.0877 1.9216 1.1774 0.0102 0.4902 0.0134 0.5035 0.1323 0.0127 0.1450 1,144.712 1,144.712 0.1037 0.1591 1,194.699 9 9 9 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Fugitive Dust : 3.1812 0.0000 3.1812 1.3811 0.0000 1.3811 i 0.0000 0.0000 -, 1 7 l 9 -, 1 7 r 4 -1 7 1 T Off -Road • 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 i 0.0000 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 Total 3.2181 32.3770 27.7228 0.0621 3.1812 1.3354 4.5166 1.3811 1.2286 2.6097 0.0000 6,009.748 6,009.748 1.9437 6,058.340 7 7 5 CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.3 Grading - 2024 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling • 0.0296 1.8860 0.6451 8.4500e- 0.2666 0.0123 0.2789 0.0730 0.0117 0.0848 i 965.2898 965.2898 0.0998 0.1550 1,013.958 003 4 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 , , , -, -1 n -, -r * , , n T Worker •f1 0.0581 0.0356 0.5323 1.7400e- 0.2236 1.0900e- 0.2246 0.0593 1.0000e- 0.0603 i 179.4231 179.4231 3.9000e- 4.1000e- 180.7416 003 003 003 003 003 , Total 0.0877 1.9216 1.1774 0.0102 0.4902 0.0134 0.5035 0.1323 0.0127 0.1450 1,144.712 1,144.712 0.1037 0.1591 1,194.699 9 9 9 3.4 Building Construction - 2024 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 i 2,555.698 2,555.698 0.6044 2,570.807 , 9 9 , 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 2,555.698 0.6044 2,570.807 9 9 7 CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2024 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 f1 , -. -r , , , -1 -1 4 , , n T Vendor 0.0912 3.4679 1.4133 0.0168 0.6074 0.0180 0.6254 0.1748 0.0172 0.1920 $ 1,849.453 1,849.453 0.1124 0.2667 1,931.739 6 6 1 l , , , , l l , r 4 l l l T Worker • 1.0776 0.6597 9.8749 0.0323 4.1469 0.0202 4.1671 1.0998 0.0186 1.1184 S 3,328.298 3,328.298 0.0723 0.0760 3,352.756 3 3 0 • Total 1.1688 4.1276 11.2881 0.0491 4.7544 0.0382 4.7925 1.2746 0.0358 1.3104 5,177.751 5,177.751 0.1847 0.3427 5,284.495 9 9 0 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 i 0.0000 2,555.698 2,555.698 0.6044 2,570.807 , 9 9 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 0.0000 2,555.698 2,555.698 0.6044 2,570.807 9 9 7 CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2024 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 -r 'f , , n T Vendor •f1 0.0912 3.4679 1.4133 0.0168 0.6074 0.0180 0.6254 0.1748 0.0172 0.1920 $ 1,849.453 1,849.453 0.1124 0.2667 1,931.739 6 6 1 l , , , , l l , r 4 l l l T Worker • 1.0776 0.6597 9.8749 0.0323 4.1469 0.0202 4.1671 1.0998 0.0186 1.1184 S 3,328.298 3,328.298 0.0723 0.0760 3,352.756 3 3 0 • Total 1.1688 4.1276 11.2881 0.0491 4.7544 0.0382 4.7925 1.2746 0.0358 1.3104 5,177.751 5,177.751 0.1847 0.3427 5,284.495 9 9 0 3.4 Building Construction - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day w Off -Road • 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 i 2,556.474 2,556.474 0.6010 2,571.498 , 4 4 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 2,556.474 0.6010 2,571.498 4 4 1 CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , -1 n , -r 1 , , n T Vendor •f1 0.0898 3.4512 1.4068 0.0165 0.6074 0.0181 0.6255 0.1748 0.0173 0.1921 ; 1,814.888 1,814.888 0.1138 0.2628 1,896.051 8 8 4 l , , , , l l , r 4 l l l T Worker • 1.0207 0.5978 9.2951 0.0312 4.1469 0.0193 4.1662 1.0998 0.0178 1.1176 ; 3,247.243 3,247.243 0.0658 0.0715 3,270.190 1 1 3 Total 1.1105 4.0489 10.7020 0.0476 4.7543 0.0374 4.7917 1.2746 0.0351 1.3097 5,062.132 5,062.132 0.1796 0.3343 5,166.241 0 0 7 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 i 0.0000 2,556.474 2,556.474 0.6010 2,571.498 4 4 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 2,556.474 0.6010 2,571.498 4 4 1 CalEEMod Version: CalEEMod.2020.4.0 Page 20 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.4 Building Construction - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , -1 n , -r 1 , , n T Vendor •f1 0.0898 3.4512 1.4068 0.0165 0.6074 0.0181 0.6255 0.1748 0.0173 0.1921 ; 1,814.888 1,814.888 0.1138 0.2628 1,896.051 8 8 4 l , , , , l l , r 4 l l l T Worker • 1.0207 0.5978 9.2951 0.0312 4.1469 0.0193 4.1662 1.0998 0.0178 1.1176 S 3,247.243 3,247.243 0.0658 0.0715 3,270.190 1 1 3 Total 1.1105 4.0489 10.7020 0.0476 4.7543 0.0374 4.7917 1.2746 0.0351 1.3097 5,062.132 5,062.132 0.1796 0.3343 5,166.241 0 0 7 3.5 Paving - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 i 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 1 1 7 l 9 1 1 7 T .6 , 7 1 Paving • 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 Total 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 CalEEMod Version: CalEEMod.2020.4.0 Page 21 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.5 Paving - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker •f1 0.0413 0.0242 0.3758 1.2600e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 S 131.2902 131.2902 2.6600e- 2.8900e- 132.2179 003 004 004 003 003 , Total 0.0413 0.0242 0.3758 1.2600e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 131.2902 131.2902 2.6600e- 2.8900e- 132.2179 003 004 004 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road • 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 i 0.0000 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 1 1 7 l 9 1 1 7 T 4 -1 7 1 Paving • 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 Total 0.9152 8.5816 14.5780 0.0228 0.4185 0.4185 0.3850 0.3850 0.0000 2,206.745 2,206.745 0.7137 2,224.587 2 2 8 CalEEMod Version: CalEEMod.2020.4.0 Page 22 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.5 Paving - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , , l l -, -r 4 l l l T Worker •f1 0.0413 0.0242 0.3758 1.2600e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 S 131.2902 131.2902 2.6600e- 2.8900e- 132.2179 003 004 004 003 003 , Total 0.0413 0.0242 0.3758 1.2600e- 0.1677 7.8000e- 0.1685 0.0445 7.2000e- 0.0452 131.2902 131.2902 2.6600e- 2.8900e- 132.2179 003 004 004 003 003 3.6 Architectural Coating - 2025 Unmitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Archit. Coating : 89.9464 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 -, 1 7 1 9 -, -, 7 T 4 , 7 1 T Off -Road • 0.1709 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 A. 281.4481 281.4481 0.0154 281.8319 003 , Total 90.1172 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 003 CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.6 Architectural Coating - 2025 Unmitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 , , , , -1 -1 , -r 1 , , n T Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l , , , -, l l -, -r 4 l l l T Worker •f1 0.2036 0.1192 1.8540 6.2200e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 ; 647.6981 647.6981 0.0131 0.0143 652.2752 003 003 003 Total 0.2036 0.1192 1.8540 6.2200e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 647.6981 647.6981 0.0131 0.0143 652.2752 003 003 003 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Archit. Coating : 89.9464 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 -, 1 7 1 9 -, -, 7 T 4 , 7 1 T Off -Road • 0.1709 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 A. 0.0000 281.4481 281.4481 0.0154 281.8319 003 , Total 90.1172 1.1455 1.8091 2.9700e- 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 003 CalEEMod Version: CalEEMod.2020.4.0 Page 24 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 3.6 Architectural Coating - 2025 Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S 0.0000 0.0000 0.0000 0.0000 0.0000 -r 'f , , n t Vendor • 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 $ 0.0000 0.0000 0.0000 0.0000 0.0000 l l l l , l l -, -r 4 l l l T Worker •f1 0.2036 0.1192 1.8540 6.2200e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 S 647.6981 647.6981 0.0131 0.0143 652.2752 003 003 003 Total 0.2036 0.1192 1.8540 6.2200e- 0.8272 3.8600e- 0.8310 0.2194 3.5500e- 0.2229 647.6981 647.6981 0.0131 0.0143 652.2752 003 003 003 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Transit Accessibility CalEEMod Version: CalEEMod.2020.4.0 Page 25 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Mitigated • 4.8389 i 3.4837 i 41.9080 • 0.0798 ; 9.8305 • 0.0556 • 9.8861 i 2.6080 • 0.0515 ; 2.6595 7 . 8,342.632 • 8,342.632 • 0.6512 . 0.3370 • 8,459.344 5 5 : ; 4 Cr a Unmitigated • 5.3699 • 4.1187 • 50.0613 • 0.1005 • 12.4814 • 0.0683 • 12.5497 • 3.3113 • 0.0632 • 3.3745 • •10,508.24.10,508.24• 0.7585 • 0.3945 ? 10,644.75 23 23 30 4.2 Trip Summary Information Ave age Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise • 1,121.12 1,012.44 843.70 • 3,642,557 2,868,914 Enclosed Parking Structure • 0.00 F 0.00 0.00 •r Enclosed Parking with Elevator • 0.00 0.00 0.00 • I- Hotel • 841.96 825.84 598.92 • 1,920,718 1,512,776 h h # 1 1 Strip Mall • 323.01 306.38 148.90 • 120,039 94,544 Total I 2,286.09 2,144.66 1,591.52 I 5,683,314 I 4,476,235 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H -W or C -W H -S or C -C H -O or C -NW H -W or C -W H -S or C -C H -O or C -NW Primary Diverted Pass -by Apartments Mid Rise Enclosed Parking Structure r 14.70 16.60 Enclosed Parking with Elevator : 16.60 Hotel 16.60 Strip Mall • 2.00 5.90 8.40 8.40 8.40 8.70 6.90 6.90 6.90 2.00 2.00 • • • • 40.20 0.00 0.00 19.40 r ✓ r 19.20 40.60 0.00 r 0.00 0.00 r 0.00 61.60 i 19.00 • 58 38 • • • • • • 86 0 0 11 0 0 16.60 64.40 19.00 • 45 40 3 0 0 4 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2020.4.0 Page 26 of 31 Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Date: 9/27/2022 7:17 PM Land Use I LDA I LDT1 I LDT2 I MDV I LHD1 I LHD2 I MHD I HHD I OBUS I UBUS I MCY I SBUS I MH I Apartments Mid Rise Enclosed Parking Structure Enclosed Parking with Elevator Hotel Strip Mall 0.573623 0.063058: 0.193885 0.132534 I I I 0.573623 • 0.0630581 0.1938851 0.1325341 0.000000 0.000000 0.0000001 0.0000001 I I I I I 0.000000: 0.005161 0.0000001 0.0051611 I I 0.000694: 0.000396 0.0006941 0.0003961 I I 0.025928 0.0259281 0.000739 0.0007391 F 0.573623 • 0.0630581 0.1938851 0.132534 • 0.0000001 0.000000 • 0.0000001 0.005161 • 0.0006941 0.000396 • 0.0259281 0.0007391 I I I I I I I I I I F 0.573623 • 0.0630581 0.1938851 0.132534 • 0.0000001 0.000000 • 0.0000001 0.005161 • 0.0006941 0.000396 • 0.0259281 0.0007391 4- 0.573623: 0.063058: 0.193885: 0.132534: 0.000000: 0.000000: 0.000000: 0.005161: 0.000694: 0.000396: 0.025928: 0.000739: 0.003983 0.003983 0.003983 0.003983 0.003983 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day NaturalGas • 0.2198 • 1.9469 • 1.3017 • 0.0120 • • 0.1519 • 0.1519 • • 0.1519 • 0.1519 } • 2,397.951 • 2,397.951 • 0.0460 • 0.0440 • 2,412.201 Mitigated 9 9 7 NaturalGas Cr 0.2198 • 1.9469 • 1.3017 • 0.0120 T • 0.1519 • 0.1519 T • 0.1519 • 0.1519 • • 2,397.951.2,397.951• 0.0460 • 0.0440 ?2,412.201 Unmitigated 9 9 7 CalEEMod Version: CalEEMod.2020.4.0 Page 27 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid • 8736.41 + 0.0942 0.8051 0.3426 ; 5.1400e- 0.0651 0.0651 0.0651 0.0651 1,027.813 1,027.813 0.0197 0.0188 1,033.921 Rise + : 003 a 5 5 3 Enclosed Parking • 0 + 0.0000 0.0000 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Structure + a r v , , -1 , , , , -• r * , , , Enclosed Parking • 0 + 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 with Elevator + a 0.0000 0.0000 0.0000 0.0000 0.0000 Hotel • 11626.7 + 0.1254 1.1399 0.9575 6.8400e- 0.0866 0.0866 0.0866 0.0866 1,367.848 1,367.848 0.0262 0.0251 T 1,375.977 + 003 a 5 5 0 Strip Mall • 19.4638 + 2.1000e- 1.9100e- 1.6000e- 1.0000e- 1.5000e- 1.5000e- 1.5000e- 1.5000e- 2.2899 2.2899 4.0000e- 4.0000e- 2.3035 + a 004 003 003 005 , 004 004 004 004 , 005 005 , Total 0.2198 1.9469 1.3017 0.0120 0.1519 0.1519 0.1519 0.1519 2,397.951 2,397.951 0.0460 0.0440 2,412.201 9 9 7 CalEEMod Version: CalEEMod.2020.4.0 Page 28 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5.2 Energy by Land Use - NaturalGas Mitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid • 8.73641 + 0.0942 0.8051 0.3426 ; 5.1400e- 0.0651 0.0651 0.0651 0.0651 1,027.813 1,027.813 0.0197 0.0188 1,033.921 Rise I. : 003 i 5 5 3 Enclosed Parking ; 0 + 0.0000 0.0000 0.0000 ; 0.0000 ; 0.0000 ; 0.0000 • 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Structure + a r v , , -1 , , , , -i r * , , , Enclosed Parking • 0 + 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 with Elevator + a 0.0000 0.0000 0.0000 0.0000 0.0000 Hotel • 11.6267 + 0.1254 1.1399 0.9575 6.8400e- 0.0866 0.0866 0.0866 0.0866 1,367.848 1,367.848 0.0262 0.0251 T 1,375.977 + 003 , a 5 5 0 Strip Mall •0.0194638+ 2.1000e- n 1.9100e- n 1.6000e- n 1.0000e- 1.5000e- 1.5000e- 1.5000e- 1.5000e- 2.2899 2.2899 4.0000e- 4.0000e- 2.3035 + a 004 003 003 005 , 004 004 004 004 , 005 005 , Total 0.2198 1.9469 1.3017 0.0120 0.1519 0.1519 0.1519 0.1519 2,397.951 2,397.951 0.0460 0.0440 2,412.201 9 9 7 6.0 Area Detail 6.1 Mitigation Measures Area CalEEMod Version: CalEEMod.2020.4.0 Page 29 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day a. Mitigated ; 5.5354 • 0.2723 . 23.6533 • 1.2500e- 0.1311 i 0.1311 0.1311 i 0.1311 } 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 Unmitigated Sr 5.5354 T 0.2723 T 23.6533 T 1.2500e -T -r 0.1311 T 0.1311 T T 0.1311 T 0.1311 • 0.0000 r 42.6585 T 42.6585 T 0.0411 T 0.0000 43.6869 003 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e SubCategory lb/day lb/day Architectural 0.4929 0.0000 0.0000 ; 0.0000 0.0000 0.0000 ; 0.0000 Coating ; .I , , , , , , , 7 T e ' , , , -r Consumer • 4.3274 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 Products s •I , , , , , , , , T * , , , T Hearth : 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 • 3 .I , , , , , , , , T e , , , t Landscaping • 0.7152 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 42.6585 42.6585 0.0411 43.6869 003 , s Total 5.5354 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 CalEEMod Version: CalEEMod.2020.4.0 Page 30 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 6.2 Area by SubCategory Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e SubCategory lb/day lb/day w Architectural . 0.4929 . , 0.0000 . 0.0000 ; 0.0000 . 0.0000 S 0.0000 i 0.0000 . Coating l l -I l l l -, l T t l l l T Consumer • 4.3274 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 Products •, l 7 l , l l -, l T * l l l T Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 , -, , , , = , -, , r * = , = T Landscaping • 0.7152 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 i 42.6585 42.6585 0.0411 43.6869 003 , Total 5.5354 0.2723 23.6533 1.2500e- 0.1311 0.1311 0.1311 0.1311 0.0000 42.6585 42.6585 0.0411 0.0000 43.6869 003 7.0 Water Detail 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CalEEMod.2020.4.0 Page 31 of 31 Date: 9/27/2022 7:17 PM Parkwest Development Project - Orange County, Winter EMFAC Off -Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power I Load Factor I Fuel Type Emergency Generator • • • 2: 5: 5 200: 0.73:Diesel Boilers Equipment Type Number Heat Input/Day I Heat Input/Year Boiler Rating I Fuel Type User Defined Equipment Equipment Type Number 10.1 Stationary Sources Unmitigated/Mitigated ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Equipment Type lb/day lb/day Emergency • 3.2821 9.1734 8.3688 0.0158 0.4828 0.4828 0.4828 0.4828 1,679.028 1,679.028 0.2354 1,684.913 Generator - 2 2 2 Diesel (175 - 300 • HP) Total 3.2821 9.1734 8.3688 0.0158 0.4828 0.4828 0.4828 0.4828 1,679.028 1,679.028 0.2354 1,684.913 2 2 2 11.0 Vegetation Appendix B Cultural Resources Records Search South Central Coastal Information Center California State University, Fullerton Department of Anthropology MH-426 800 North State College Boulevard Fullerton, CA 92834-6846 657.278.5395 / FAX 657.278.5542 sccic©fullerton.edu California Historical Resources Information System Orange, Los Angeles, and Ventura Counties 3/25/2021 Records Search File No.: 22154.8319 Charles Cisneros Psomas 225 South Lake Ave, Suite 1000 Pasadena, CA 91101 Re: Records Search Results for the 3FUL020101 Project The South Central Coastal Information Center received your records search request for the project area referenced above, located on the Anaheim, CA USGS 7.5' quadrangle. Due to the COVID-19 emergency, we have temporarily implemented new records search protocols. With the exception of some reports that have not yet been scanned, we are operationally digital for Los Angeles, Orange, and Ventura Counties. See attached document for your reference on what data is available in this format. The following reflects the results of the records search for the project area and a 1/2 -mile radius: As indicated on the data request form, the locations of all archaeological resources and reports are provided in the following format: ❑ custom GIS maps 0 shape files ❑ hand drawn maps Archaeological resources within project area: 0 None Archaeological resources within 1/2 -mile radius: 1 SEE ATTACHED LIST Reports within project area: 0 None Reports within 1/2 -mile radius: 9 SEE ATTACHED LIST Resource Database Printout (list): Resource Database Printout (details): Resource Digital Database (spreadsheet): Report Database Printout (list): Report Database Printout (details): Report Digital Database (spreadsheet): Resource Record Copies: Report Copies: OHP Built Environment Resources Directory (BERD) 2019: https://ohp.parks.ca.gov/?page id=30338 Archaeo Determinations of Eligibility 2012: Historical Maps: ❑ enclosed ❑ enclosed O enclosed ❑ enclosed ❑ enclosed O enclosed ❑ enclosed ❑ enclosed O not requested ❑ nothing listed O not requested ❑ nothing listed ❑ not requested ❑ nothing listed O not requested ❑ nothing listed O not requested ❑ nothing listed ❑ not requested ❑ nothing listed ❑ not requested ® nothing listed ❑ not requested 0 nothing listed © available online; please go to ❑ enclosed 0 not requested ❑ nothing listed ❑ enclosed 0 not requested ❑ nothing listed Ethnographic Information: Historical Literature: GLO and/or Rancho Plat Maps: Caltrans Bridge Survey: ❑X not available at SCCIC ® not available at SCCIC ❑X not available at SCCIC ® not available at SCCIC; please go to http://www.dot.ca.gov/hq/structur/strmaint/historic.htm Shipwreck Inventory: 0 not available at SCCIC; please go to http://shipwrecks.slc.ca.gov/ShipwrecksDatabase/Shipwrecks Database.asp Soil Survey Maps: (see below) 0 not available at SCCIC; please go to http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx Please forward a copy of any resulting reports from this project to the office as soon as possible. Due to the sensitive nature of archaeological site location data, we ask that you do not include resource location maps and resource location descriptions in your report if the report is for public distribution. If you have any questions regarding the results presented herein, please contact the office at the phone number listed above. The provision of CHRIS Data via this records search response does not in any way constitute public disclosure of records otherwise exempt from disclosure under the California Public Records Act or any other law, including, but not limited to, records related to archeological site information maintained by or on behalf of, or in the possession of, the State of California, Department of Parks and Recreation, State Historic Preservation Officer, Office of Historic Preservation, or the State Historical Resources Commission. Due to processing delays and other factors, not all of the historical resource reports and resource records that have been submitted to the Office of Historic Preservation are available via this records search. Additional information may be available through the federal, state, and local agencies that produced or paid for historical resource management work in the search area. Additionally, Native American tribes have historical resource information not in the CHRIS Inventory, and you should contact the California Native American Heritage Commission for information on local/regional tribal contacts. Should you require any additional information for the above referenced project, reference the record search number listed above when making inquiries. Requests made after initial invoicing will result in the preparation of a separate invoice. Thank you for using the California Historical Resources Information System, Digitally signed by Michelle Galaz Date: 2021.03.25 12:01:45 -07'00' Michelle Galaz Assistant Coordinator Enclosures: (X) Emergency Protocols for LA, Orange, and Ventura County BULK Processing Standards — 2 pages (X) GIS Shapefiles —10 shapes (X) Resource Digital Database (spreadsheet) — 1 line (X) Report Digital Database (spreadsheet) — 9 lines (X) Invoice # 22154.8319 Emergency Protocols for LA, Orange, and Ventura County BULK or SINGLE PROJECT Records Searches IF YOU HAVE A GIS PERSON ON STAFF ONLY!! These instructions are for qualified consultants with a valid Access and Use Agreement. WE ARE ONLY PROVIDING DATA THAT IS ALREADY DIGITAL AT THIS TIME. SAN BERNARDINO COUNTY IS NOT DIGITAL AND THESE INSTRUCTIONS DO NOT APPLY. Some of you have a fully digital operation and have GIS staff on board who can process a fully digital deliverable from the Information Center. IF you can accept shape file data and do not require a custom map made for you by the SCCIC, and you are willing to sort the data we provide to you then these instructions are for you. Read further to be sure. You may have only one project at this time or some of you have a lot of different search locations that can be processed all at once. This may save you a lot of time getting results back and if we process your jobs in bulk, and you may enjoy significant cost savings as well. If you need individual invoice or summaries for each search location, then bulk processing is not for you and you need to submit a data request form for each search location. Bulk processing will work for you if you have a GIS person on staff who can sort bulk data for you and make you any necessary project maps. This type of job can have as many job locations as you want but the point is that we will do them in bulk — at the same time - not one at a time. We send all the bulk data back to you and you sort it. This will work if you need searches in LA, Orange, or Ventura AND if they all have the same search radius and if all the other search criteria is the same— no exceptions. This will not work for San Bernardino County because we are not fully digital for San Bernardino County. You must submit all your shape files for each location at the same time and this will count as one search. If you have some that need a different radius, or different search criteria, then you should submit that job separately with its own set of instructions. INSTRUCTIONS FOR BULK PROCESSING: Please send in your requests via email using the data request form along with the associated shape files and pdf maps of the project area(s) at 1-24k scale. PDFs must be able to be printed out on 8.5X 11 paper. We check your shape file data against the pdf maps. This is where we find discrepancies between your shape files and your maps. This is required. Please use this data request form and make sure you fill it out properly. http://web.sonoma.edu/nwic/docs/CHRISDataRequestForm.pdf DELIVERABLES: 1. A copy of the Built Environment Resources Directory or BERD for Los Angeles, Orange, Ventura, or San Bernardino County can now be found at the OHP Website for you to do your own research. This replaces the old Historic Properties Directory or HPD. We will not be searching this for you at this time but you can search it while you are waiting for our results to save time. You will only get shapefiles back, which means that you will have to make your own maps for each project location. WARNING! If you don't request the shape files, you won't be able to tell which reports are in the project area or the search radius. Please note that you are charged for each map feature even if you opt out of receiving shape files. You cannot get secondary products such as bibliographies or pdfs of records in the project area or search radius if you don't pay for the primary products (shape files) as this is the scaffolding upon which the secondary products are derived. If you do not understand the digital fee structure, ask before we process your request and send you data. You can find the digital fee structure on the OHP website under the CHRIS tab. In order to keep costs down, you must be willing to make adjustments to the search radius or what you are expecting to receive as part of the search. Remember that some areas are loaded with data and others are sparse — our fees will reflect that. 2. You will get a bulk processed bibliographies for resources and reports as selected; you will not get individual bibliographies for each project location. 3. You will get pdfs of resources and reports if you request them, provided that they are in digital formats. We will not be scanning records or reports at this time. 4. You will get one invoice for the bulk data processing. We can't bill this as individual jobs on separate invoices for you. If there are multiple project names, we are willing to reference all the job names on the invoice if needed. If there a lot of job id's we may ask you to send them in an email so that we can copy and paste it into the invoice details. If you need to bill your clients for the data, you can refer to our fee schedule on the OHP website under the CHRIS tab and apply the fees accordingly. 5. We will be billing you at the staff rate of $150 per hour and you will be charged for all resources and report locations according to the CHRIS Fee Structure. ($12 per GIS shape file; 0.15 per pdf page, or 0.25 per excel line; quad fees will apply if your research includes more than 2 quads). Discounts offered early on in our Covid-19 response will no longer be offered on any records searched submitted after October 5th, 2020. 6. Your packet will be sent to you electronically via Dropbox. We use 7 -zip to password protect the files so you will need both on your computers. We email you the password. If you can't use Dropbox for some reason, then you will need to provide us with your Fed ex account number and we will ship you a disc with the results. As a last resort, we will ship on a disc via the USPS. You may be billed for our shipping and handling costs. I may not have been able to cover every possible contingency in this set of instructions and will update it if necessary. You can email me with questions at sccic@fullerton.edu Thank you, Stacy St. James South Central Coastal Information Center Los Angeles, Orange, Ventura, and San Bernardino Counties ReportNum OocAddlCitLamer Status OtherlDs Weft MI= Authors M CitYear CitMonth CitTitle CNPublisher CitPages CitMaps OR -01596 OR -02102 OR -02191 OR -02362 OR -02564 OR -02761 OR -02768 OR -03864 OR -03865 Preliminary Report of the Potential Impact on Archaeological Resources of the Proposed Clewlow, William C. Jr. 1974 Gas Transmission Pipeline From Los Angeles Harbor to Yorba Linda - Southern California University of California, Los Angeles Gas Co.: Environmental Analysis Duke, Curt Allen, Kathleen C. Ballard, Hanna Demcek, Carol R. Demcek, Carol R. Holson, John Wood, Catharine M. Paul, Daniel 2000 1998 2001 2002 2002 2002 2008 2009 Cultural Resource Assessment for At&t Wireless Services Facility Number C937.1, County of Orange Report of Phase I Archaeological Assessment for Proposed Anaheim Promenade Project, City of Anaheim Archaeological Survey and Record Search for World Com 905 Discovery Lane Project Archaeological Assessment for Paseo Park, City of Fullerton, Califomia Archaeological Assessment for Harbor Boulevard Reconstruction Project (#4436), City of Fullerton, California LSA Associates, Inc. Archaeological Resource Management Corp. Pacific Legacy, Inc. Archaeological Resource Management Corp. Archaeological Resource Management Corp. Archaeological Survey and Record Search for 0spo-0038, LaHUlledon, Fullerton, Orange Pacific Legacy, Inc. County (800-42) Archaeological Survey Report- Finding of no Archaeclogical Resources present for the State Route 91 Westbound Widening Project from State Route 57 to Interstate 5, Cities of ICF Jones and Stokes Anaheim and Fullerton, Orange County, CA Historic Resources Evaluation Report - State Route 91 Westbound Widening Project from State Route 57 to Interstate 5, Cities of Anaheim and Fullerton, Orange County, CA District ICF Jones and Stokes 12- Orange_ 91- PM 5.400.9 (KY 1.4 to 8.8) 4 46 148 ReportNum OR -01596 ReportType Literature search InventorySize CC InventoryDisclosure Not for publication InventoryCollections No OR -02102 Archaeological, Field study 1ac Not for publication No OR -02191 Archaeological, Field study 27 ac OR -02362 Archaeological, Field study OR -02564 Archaeological, Field study 2 ac OR -02761 Archaeological, Field study 51imi Not for publication No OR -02768 Archaeological, Field study 211mi Not for publication No OR -03864 Archaeological, Fold study Not for publication No OR -03865 Architecturatihistodcal,Evaluation Not for publication No InventoryNotes Also 1A-03707 Santa Fe Depot (Fullerton Station), Union Pacific Depot (Old Spaghetti Factory now) are .25 mile from project Resources 30-000277 30-001596 30-176663 30176952,30-176990 ResourceCount 2 Haslnformals No Counties Orange Maps ANAHEIM, LONG BEACH, LOS ALAMITOS, ORANGE, SAN PEDRO, TORSO LINDA No Orange ANAHEIM No Orange ANAHEIM No Orange ANAHEIM No Orange ANAHEIM No Orange ANAHEIM No Orange ANAHEIM No Orange ANAHEIM No Orange ANAHEIM Address PLSS PrimaryString TrinomialString ResourceName Statue I o@erlgs, xrers ResType Age IntoBase • Attribs ResourceDisclosure ResourceCollections AccessionNo P-30-001724 CA-ORA-001724tH Union Pacific Park Resource Name- Union Pacific Park Site Prehistoric, Historic Survey, Excavation 5404; AH01; APR; AP15 Not for publication Yes PrimaryString CollectionsFacility ResourceNotes RecordingEvents Reports CountyName Maps Address • PLSS UTM P-30-001724 2013 (Alan Garfinkel Gd0, AECOM) OR -04467 Orange ANAHEIM W Truslow Ave at S Harbor Blvd Fullerton Appendix C Energy Data Energy Use Summary Construction Phase (gallons/construction perioc Gasoline Diesel Construction Vehicles 17,919 19,186 Worker Trips 93,031 442 Vendor Trips 13,333 223 Haul Trucks 4 3,407 Total 124,286 23,257 Natural Gas Operations Phase (gallons/year) Gasoline Diesel (kBTU/yr) Electricity (kWh/yr) Apartments Mid Rise 97,312 8,212 3,188,790 1,096,480 Hotel 51,313 4,330 4,243,750 0 Strip Mall 3,207 271 7,104 0 0 0 0 0 1,093,750 0 0 0 0 39,734 0 0 0 0 0 All Land Uses 151,832 12,813 7,439,644 2,229,964 Operations Onroad Energy Use Year 2025 Vehicle Types MPG by Fuel Type GAS DSL ELEC Population by Fuel Type GAS DSL ELEC Total LDA 33.5 52.6 6,805,727 68,722 205,237 6,874,449 LDTI 26.5 23.7 800,497 314 11,280 800,811 LDT2 27.3 38.6 2,364,309 18,091 43,109 2,382,400 LHDTI 10.9 22.8 173,430 137,400 310,830 LHDT2 9.5 20.4 30,280 55,100 85,381 MCY 36.2 322,405 322,405 MDV 22.0 29.7 1,610,759 41,295 27,150 1,652,054 MH 5.4 11.0 33,995 13,797 47,793 MHDT 5.3 11.5 25,991 132,893 158,884 HHDT 4.5 7.4 74 114,510 114,584 OBUS 5.3 9.0 5,954 4,685 10,639 SBUS 9.4 7.9 3,093 6,746 9,839 UBUS 54 5.7 969 6 16 976 Trips/Day Land Use Apartments Mid Rise Hotel Strip Mall Trios/day Trios/day Trips/day Total VMT/day VMT/day VMT/dav Trip Lenoth Weekday Saturday Sundae Weekly Weekday Saturday Sunday 1,121.00 1,012.00 844.00 7461 8,289 7,483 6,241 7.39 842.00 826.00 599.00 5635 4,347 4,264 3,092 5.16 323.00 306.00 149.00 2070 284 269 131 0.88 Total 2,286 2,144 1.592 Fleet Mix Land Use Apartments Mid Rise Hotel Strip Mall LDA 1051 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Total 0.547453 0.060181 0.185039 0.126487 0.024236 0.006679 0.014707 0.004926 0.000662 0.000378 0.024745 0.000705 0.003801 100.0% 0.547453 0.060181 0.185039 0.128487 0.024236 0.006679 0.014707 0.004926 0.000662 0.000378 0.024745 0.000705 0.003801 100.0% 0.547453 0.060181 0.185039 0.126487 0.024236 0.006679 0.014707 0.004926 0.000662 0.000378 0.024745 0.000705 0.003801 100.0% Vehicle Trips Weekday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 614 67 207 142 27 7 16 0 1 0 28 1 4 1,121 8,289.39 Hotel 461 51 156 107 20 6 12 4 1 0 21 1 3 842 4,347.00 Strip Mall 177 19 60 41 8 2 5 2 0 0 6 0 1 323 283.70 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - Total 1251 138 423 289 55 15 34 11 2 1 57 2 9 2.288 Saturday Trips LOA 1.1371 LDT2 MOV LOOTS LHDT2 MOOT HOOT Obus Ubus MC? Sbus MU Total Daily VMT Apartments Mid Rise 554 61 187 128 25 7 15 5 1 0 25 1 4 1,012 7,483.38 Hotel 452 50 153 104 20 6 12 4 1 0 20 1 3 826 4,264.40 Stop Mall 168 18 57 39 7 2 5 2 0 0 8 0 1 306 268.77 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 9 0 0 0 0 0 0 - Total 1174 129 397 271 52 14 32 11 1 1 53 2 8 2.144 Sunday Trips LDA LOTS 1.012 MDV LOOTS LHDT2 MUST HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 462 51 156 107 20 6 12 4 1 0 21 1 3 844 6,241 08 Hotel 328 36 111 76 15 4 9 3 0 0 15 0 2 599 3,09246 Stdo Mall 82 9 28 19 4 1 2 1 0 0 4 0 1 149 13087 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 a o a o a 0 a o 0 Total 872 96 295 201 39 11 23 8 1 1 39 1 8 1,592 Gallons of Fuel Gasoline LDA LOU LDT2 MDV LOOTS LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments Mid Rise 46,469 6.046 19.299 16.051 3.555 717 1.303 2 201 198 1.962 68 1.440 97.312 Hotel 24,503 3,188 10,176 8,464 1,875 378 687 1 106 104 1,035 36 759 51,313 Strip Mall 1,531 199 636 529 117 24 43 0 7 7 65 2 47 3,207 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 72,504 9,434 30,111 25,044 5,547 1,118 2,034 3 314 309 3,061 106 2,247 151,832 Total Gallons Gasoline Diesel LDA LDTI LDT2 MDV OBUS LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments Mid Rise 298 3 104 306 1,362 607 3,059 1,915 93 1 0 176 287 8,212 Hotel 157 2 55 161 718 320 1.613 1.010 49 1 0 93 151 4,330 Strip Mall 10 0 3 10 45 20 101 63 3 0 0 6 9 271 O 0 0 0 0 0 a o a o a o a o 0 a o 0 0 0 o a o a o a o a o a a o a o 0 o a o a o a o a o a 466 4 163 477 2,126 948 4,773 2,987 145 2 0 275 448 12,813 Total Gallons Diesel 164,645 Total Gallons of Diesel and Gasoline 27 Average MPG Utilities NaturalGas Use Electricity Use Land Use Apartments Mid Rise Hotel Strip Mall 0 0 0 Total kBTU/yr 3188790 4.24E+06 7104 7,439,644 kWh/yr 1096480 1.09E+06 39734 5250 1436160 3,671,374 Offroad Construction Equipment Energy Use Off RoadEqui pmentUnitA Fuel Consumption Rate Total Fuel Consumption PhaseName OffRoadEquipmentType mount UsageHours HorsePower Load Factor Horsepower Category Num Days Year (gal/hour) Fuel Type (gal/construction period) Demolition Concrete/Industrial Saws 1 8 81 0.73 100 35 2023 4.7 Gasoline 964 Demolition Excavators 3 8 158 0.38 175 35 2023 2.9 Diesel 921 Demolition Rubber Tired Dozers 2 8 247 0.4 300 35 2023 4.5 Diesel 1,001 Grading Excavators 2 8 158 0.38 175 45 2023 2.9 Diesel 790 Grading Graders 1 8 187 0.41 175 45 2023 3.2 Diesel 466 Grading Rubber Tired Dozers 1 8 247 0.4 300 45 2023 4.5 Diesel 644 Grading Scrapers 2 8 367 0.48 300 45 2023 5.5 Diesel 1,916 Grading Tractors/Loaders/Backhoes 2 8 97 0.37 100 45 2023 1.6 Diesel 424 Building Construction Cranes 1 7 231 0.29 300 430 2023 3.3 Diesel 2,861 Building Construction Forklifts 3 8 89 0.2 100 430 2023 2.0 Diesel 4,138 Building Construction Generator Sets 1 8 84 0.74 100 430 2023 5.2 Gasoline 13,223 Building Construction Tractors/Loaders/Backhoes 3 7 97 0.37 100 430 2023 1.6 Diesel 5,321 Building Construction Welders 1 8 46 0.45 50 430 2023 2.4 Gasoline 3,732 Paving Pavers 2 8 130 0.42 100 20 2023 1.7 Diesel 233 Paving Paving Equipment 2 8 132 0.36 100 20 2023 1.6 Diesel 189 Paving Rollers 2 8 80 0.38 100 20 2023 1.7 Diesel 206 Architectural Coating Air Compressors 1 6 78 0.48 100 20 2023 1.3 Diesel 76 Total Gasoline 17,919 Total Diesel 19,186 Onroad Construction Energy Use Year 2023 Vehicle Types MPG by Fuel Type GAS DSL ELEC Population by Fuel Type GAS DSL ELEC Total LDA 31.7 50.0 6,635,002 62,493 150,700 6,697,495 LDT1 27.2 22.9 758,468 361 7,123 758,828 LDT2 25.5 36.7 2,285,150 15,595 28,810 2,300,745 LHDT1 10.7 21.9 174,910 125,545 300,455 LHDT2 9.3 19.8 30,103 50,003 80,106 MCY 36.4 305,045 305,045 MDV 20.7 28.1 1,589,863 36,128 16,377 1,625,991 MH 5.2 10.7 34,680 13,123 47,802 MHDT 5.1 11.2 25,624 122,124 147,749 HHDT 4.3 7.1 75 109,819 109,894 OBUS 5.1 8.7 5,955 4,287 10,242 SBUS 9.2 7.7 2,784 6,672 9,455 UBUS 5.1 5.9 958 13 16 971 Input Phase Name Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Demolition 15 0 529 14.7 6.9 20 Grading 20 0 688 14.7 6.9 20 Building Construction 371 95 0 14.7 6.9 20 Paving 15 0 0 14.7 6.9 20 Architectural Coating 74 0 0 14.7 6.9 20 Adjusted Demolition 525 0 529 14.7 6.9 20 Grading 900 0 688 14.7 6.9 20 Building Construction 159530 40850 0 14.7 6.9 20 Paving 300 0 0 14.7 6.9 20 Architectural Coating 1480 0 0 14.7 6.9 20 Total Gasoline Consumption Worker Vendor Haul 300 0 2 515 0 2 91,198 13,333 0 172 0 0 846 0 0 93,031 13,333 4 Diesel Consumption Worker Vendor Haul 1 0 1,481 2 0 1,926 434 223 0 1 0 0 4 0 0 442 223 3,407 Appendix D Preliminary Geotechnical Investigation Report and Paleontological Records Search PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT PROPOSED FIVE -STORY HOTEL AND A FOUR -LEVEL PARKING STRUCUTRE FULLERTON TRANSPORTATION CENTER 200 EAST SANTA FE AVENUE FULLERTON, CALIFORNIA Project No.: 19-0351 August 20, 2019 Prepared for: FoPLUMP ENGINEERING, INC. , 914 E. Katella Avenue Anaheim, CA 92805 inc Submitted by: GEOQUAKE, INC. 950 N. Tustin Avenue, Suite 132 Anaheim Hills, CA 92807 Toll Free: (800) 275-5098 Office: (714) 886-9332 Fax: (855) 886-9332 WWW.GEOQUAKE.NET GE GEO-ENGINEERING • CIVIL ENGINEERING • SURVEYING • TESTING & INSPECTION PLUMP ENGINEERING, INC. 914 E. Katella Avenue Anaheim, CA 92805 Attention: Mr. Rich Frei Director of Surveying/Business Development rfrei©peica.com August 20, 2019 Subject: Preliminary Geotechnical Investigation, Proposed Five -Story Hotel and a Four -Level Parking Structure. Fullerton Transportation Center to be Located at 200 East Santa Fe Avenue, Fullerton, California. References: Appendix A. Dear Mr. Frei, In accordance with your request and authorization, GEOQUAKE, INC. has completed this preliminary geotechnical investigation for the proposed project at the subject site. It is our understanding that the proposed project consists of constructing two separate buildings within the subject site, a five story hotel and a four level parking structure. Based on our geotechnical investigation, we consider the proposed buildings suitable from a geotechnical viewpoint, provided the recommendations in this report are incorporated during design and construction of the buildings. GEOQUAKE, INC. should be retained to review plans and specifications prior to final plans approval by the reviewing agency. The accompanying report summarizes our review of available geologic and geotechnical literature, and presents the findings of our preliminary geotechnical investigation and infiltration testing results, our engineering analysis includes potential seismic hazards and site seismicity, and provides our conclusions and geotechnical design recommendations for the proposed project. 4R/Ve appreciate this opportunity to be of service and trust this report meets your needs. If you have any questions regarding this report, please do not hesitate to contact this office. Res ectfully submitted, GEOQUAKE, INC. 4h -e d 1 aher J. Yazeji, 387 C.E.O. / Principal Engineer Distribution: (4) Addressee CAL Fred Aflakian, C.E.G. 2051 Engineering Geologist Cover Page GEFi Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 Table of Contents 1.0 INTRODUCTION 3 1.1 SITE DESCRIPTION 3 1.2 SITE BACKGROUND 3 1.3 PROJECT DESCRIPTION 4 2.0 SCOPE OF WORK 4 2.1 FIELD INVESTIGATION 5 2.2 LABORATORY TESTING 5 2.3 ANALYSIS ASSUMPTIONS AND REPORT : 6 3.0 GEOTECHNICAL FINDINGS 7 3.1 SITE GEOLOGIC SETTING 7 3.2 SUBSURFACE CONDITIONS 7 3.3 GROUNDWATER AND CAVING 8 4.0 SEISMICITY REVIEW 8 4.1 FAULTING AND SEISMICITY 9 4.2 SECONDARY SEISMIC HAZARDS 10 4.2.1 Surface Fault Rupture and Ground Shaking 10 4.2.2 Liquefaction and Cyclic Softening 10 4.2.3 Seismically Induced Settlements 12 4.2.4 Lateral Spreading 12 12 5.0 DISCUSSION AND CONCL 5.1 GENERAL 13 5.3 CONCLUSION 13 6.1 SEISMIC DESIGN PARAMETERS 14 6.2 FOUNDATION DESIGN RECOMMENDATIONS 15 6.2.1 Conventional Shallow Foundations 15 6.2.2 Cast -In -Drilled Hole (CIDH) Pile Foundation 17 6.2.3 Differential Settlement Between Shallow and Deep Foundation 19 6.3 SLAB -ON -GRADE 20 6.3 FLATWORK DESIGN 20 6.4 CEMENT TYPE AND CORROSION 21 6.5 EXPANSION POTENTIAL 21 6.6 DRAINAGE 21 INFILTRATION 22 SUITABILITY AND LOCATION OF INFILTRATION SYSTEM 23 8.0 RELIMINARY PAVEMENT DESIGN 23 9.0 EARTHWORK/ SITE DEVELOPMENT 24 9.1 GENERAL 24 9.2 SITE CLEARING 24 9.3 GRADING AND SUBGRADE PREPARATION 24 9.4 TEMPORARY EXCAVATION 25 9.5 TEMPORARY SHORING 26 9.5 FILL PLACEMENT 28 Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 9.6 COMPACTION 28 9.7 SHRINKAGE AND SUBSIDENCE 28 9.8 UTILITY TRENCH BACKFILL 29 10.0 GEOTECHNICAL REVIEW OF PLANS 29 11.0 GEOTECHNICAL OBSERVATION AND TESTING 29 12.0 LIMITATIONS .. 30 APPENDICES APPENDIX A — References APPENDIX B — Log of Borings APPENDIX C — Laboratory Test Results APPENDIX D — USGS Fault Source and Seismic Design Parameters APPENDIX E — Liquefaction and Seismic Settlements Analysis APPENDIX F — Infiltration Testing Results APPENDIX G — Important Information about your Geotechnical Engineering Report LIST OF ILLUSTRATIONS FIGURE 1 — SITE LOCATION MAP APPENDIX A FIGURE 2 — AERIAL VIEW MAP ..APPENDIX A FIGURE 3 — SEISMIC HAZARD ZONES MAP .. APPENDIX A FIGURE 4 — REGIONAL GEOLOGIC MAP APPENDIX A FIGURE 5 — HISTORIC HIGH GROUNDWATER MAP APPENDIX A PLATE A — GEOTECHNICAL MAP APPENDIX A PLATE B — GEOTECHNICAL MAP APPENDIX A I I GE5),Q,XAlq, Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 1.0 INTRODUCTION This report presents the results of our preliminary geotechnical investigation for the proposed five story hotel and four level parking structure the subject site. The purpose of the investigation is to evaluate the subsurface soils conditions within the area proposed for construction. The evaluation was performed by conducting a limited number of geotechnical boreholes and/or other geotechnical exploratory techniques accepted throughout the practice of geotechnical engineering, and by performing in -situ field testing and laboratory testing on the recovered soils samples. Our conclusions and engineering recommendations pertaining to the design and construction of the project were developed based on filed conditions encountered and our interpretation of the obtained geotechnical data and soils testing, and based on our engineering judgement and professional opinions. 1.1 Site Description The subject site is located at 200 East Santa Fe Avenue, within the City of Fullerton, California. The subject site is located south of the intersection of Pomona Avenue and East Santa Fe Avenue The regional site location is presented on the attached Figure 1, in Appendix A. The subject site has an approximate rectangular shaped parcel and is currently partially occupied at the south of the property with the Fullerton Amtrak and Metro Link Station and the Fullerton Train Museum, the remainder of the site is occupied with an asphalt paved parking lot. The subject site is bound by a commercial property occupied with an automotive retailer to the east, East Santa Fe Avenue to the north, an asphalt paved parking lot to the west, and train tacks to the south. The current state of the subject site including the investigated area proposed for the subject project is shown on the attached Figure 2, in Appendix A. Generally, the site topography is relatively flat with no significant changes in site grade elevations. Surface water at the site consists of direct precipitation onto the property, the drainage appear to be slight by sheet flow to the southeast. 1.2 Site Background A records search was performed at the City of Fullerton Department of Records, no geology and/or geotechnical records pertaining to the subject site were found on file. However based on our review of historic aerial photographs, the subject site was occupied with multiple buildings/structures circa 1995 and earlier years. The previous buildings/structures have been demolished over the approximate period between 1995 and 2003. GF U q Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 1.3 Project Description Based on the information submitted to this office, it is our understanding that the proposed project consists of constructing two separate buildings within the subject site, a five -story hotel within the western half of the designated area and a four -level parking structure within the east half of the subject site. The design drawings were not available at the time this report is prepared, only a conceptual plan and a site plan were submitted. The provided site plan shows the location of the proposed addition and is presented on the Geotechnical Map, Plate A attached in Appendix A. Based on the preliminary structural loads submitted to this office, it is our understanding that the hotel's maximum dead plus live loads should not exceed a uniform load of 18 kips per lineal foot for exterior walls and 750 kips for interior columns load. The seismic reaction loads are not anticipated to exceed 225 kips at four corners of the building. Also, it is our understanding that the parking structure's maximum dead plus live loads should not exceed 436 kips for the perimeter columns load and 1,800 kips for the interior columns load. The seismic reaction loads are not anticipated to exceed 52 kips at four corners of the building. The project architect and/or structural engineer shall ensure our assumptions are valid, if the actual design loads exceed or differ from those indicated above this office should be notified to review and/or re-evaluated the design recommendations presented in this report. Once the design phase and foundation loading configuration are finalized and are available, they should be submitted to our office for review, the recommendations presented in this report shall also be reviewed and revised if necessary. Any changes in the design, location, configuration or elevation of any structure, as outlined in this report, should be reviewed by this office. 2.0 SCOPE OF WORK The scope of work for this preliminary geotechnical investigation consisted of the following: • Site reconnaissance. • Sampling and logging eight (8) hollow stem auger borings to an approximate maximum depth of seventy-five (75) feet, or drilling refusal. The borings were backfilled with cuttings and patched with cold patch asphalt. • Perform two (2) infiltration tests to an approximate depth of six (6) feet below grade in conformance with the County of Orange requirements to recommend infiltration rates. The location of infiltration tests was delineated by the project civil engineer. • Laboratory testing of selected samples includes: in -situ moisture density, particle size analysis, shear strengths, consolidation potential, unconfined compressive strength, Atterberg limits, expansion potential, and corrosion series including sulfates. Wag GE u ; Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 • Preparation of an appropriately illustrated preliminary geotechnical report summarizing current subsurface soil conditions and findings, infiltration tests, laboratory testing, engineering analysis, and presenting our foundation and earthwork recommendations for proposed developments. 2.1 Field Investigation The preliminary field exploration and the infiltration testing were performed between June 6 and June 8, 2019 inclusive, under the continuous technical supervision of our field engineer who logged the borings and assisted in obtaining representative samples for evaluation and testing. Subsequently, the recovered samples were securely transported to the laboratory for further review and testing. The site subsurface conditions were investigated by drilling, sampling, and logging a total of six (6) hollow stem auger borings to an approximate maximum depth of seventy-five (75) feet below existing site grade. Subsequent to drilling, all borings were backfilled with soil cuttings and patched with asphalt. Two (2) borings were drilled to an approximate depth of six (6) feet below existing grade for the purpose of infiltration testing. The approximate location of the drilled borings and infiltration tests is presented on the enclosed Geotechnical Map, PLATE A. The drill rig was equipped with a sampling apparatus to allow for recovery of manually driven modified California Ring Sampler (CRS), 3 -inch outside diameter, and 2.42 -inch inside diameter and SPT samples. The samples were driven utilizing the auto -trip 140 pounds hammer travelling freely from a height of 30 inches (ASTM D-1587 procedures). The blow counts were recorded and subsequently blow counts for CRS were converted to equivalent SPT blow counts for presentation in the boring logs (Appendix B). Driven samples and bulk samples of the soils encountered at selected intervals were recovered from the borings. The locations and depths of the soil samples recovered are indicated on the logs of borings in Appendix B. The soil descriptions were provided based on visual classification per ASTM D-2487 and D-2488 designation, and laboratory tests on selected samples were entered on the logs of borings in accordance with the Unified Soil Classification System (USCS). The logs of borings together with an explanation of symbols used are given in Appendix B. 2.2 Laboratory Testing Subsequent to our field exploration, the recovered soil samples were securely transported to the laboratory for further evaluation and testing. Additional tests were performed on representative recovered samples to verify the field soil classification and to evaluate the geotechnical properties of the subsurface soils. The following tests were performed: • In -situ moisture content (ASTM D2216) and dry density (ASTM D7263); • Atterberg Limits (ASTM D4318); • Particle size analysis including: 5IPage GEWIJAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 ➢ Percent passing No.200 Sieve (ASTM D1140); • Consolidation potential (ASTM D2435); • Direct shear strength (ASTM D3080); and • Corrosion Series including: ➢ PH; ➢ Soluble Sulfates (CAL.417A); ➢ Soluble Chlorides (CAL.422); and ➢ Minimum Resistivity (CAL.643). Laboratory tests for geotechnical characteristics were performed in general accordance with the ASTM procedures. The results of the in -situ moisture content and density tests are shown on the boring logs (Appendix B). Details of the laboratory testing program including the test results are presented in Appendix C. 2.3 Analysis Assumptions and Report All geotechnical information obtained from our field investigation and review of available geotechnical and geologic literatures and public reports for the subject site, and from our laboratory testing program were reviewed, analyzed, and evaluated. A preliminary foundation plans along with preliminary structural loads were submitted to this office. Once the architectural and structural plans are complete and available, they should be submitted to our office for review. The preliminary design drawings were not available at the time of preparing this report. Once the architectural and/or structural plans are available, they should be submitted to our office for review. Our engineering analysis was performed based on submitted preliminary foundation plans and structural loads presented herein under Section 1.2 above, it shall be the responsibility of the architect/structural engineer to ensure any actual design structural loads that differ from the loads assumed for the geotechnical engineering analysis and recommendations presented in this report be reported to this office to determine the necessity for review and possible revision of this report. The subject site is located in an area with potential for earthquake induced liquefaction hazard as delineated by the California Geologic Survey (CGS), therefore a liquefaction analysis was performed. Our liquefaction and consequent seismic settlements analysis were performed assuming that our recommendations will be implemented during design and construction of the project. Earthwork and grading recommendations shall be implemented to minimize, but not eliminate, the seismic settlements and shall not be minimized without the review and consent of the project geotechnical engineer. We assume that GEOQUAKE, INC. will be retained to observe the grading on a full time basis. 6 [)a GEWIJAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 This preliminary geotechnical investigation report is prepared to provide our findings, conclusions, and recommendations developed during our investigation and evaluation and engineering analysis. An important document prepared by the Geoprofessional Business Association (GBA) entitled "Important Information about your Geotechnical-Engineering Report" is attached in Appendix G for your consideration. This document summarizes project specific factors, limitations, content interpretation, responsibilities, and other pertinent information. We recommend that the client and his design consultants and contractors should develop their conclusion and design recommendation based on this geotechnical investigation report. Clarification should be presented to the current geotechnical consultant through a written request for information. 3.0 GEOTECHNICAL FINDINGS 3.1 Site Geologic Setting The project is generally in the Orange County portion of the Central Block (Central Plain) within the Los Angeles Basin. This portion of Orange County is part of the Peninsular Range Geomorphic Province of California. The basin is infilled with Holocene to Pleistocene non -marine sediments. The depth of the sediments is generally shallower near the project site, and becomes deeper towards the south. The project is located within an alluvial plain that is composed of a mixture of soils including sand, silt, clay, and gravel. The project area includes multiple alluvial soils associated with the Santa Ana River system. The site Regional Geology Map is shown on the attached Figure 4 in Appendix A. The project is located within seismically active southern California. The regional tectonics of the area includes many subparallel northwest -southeast trending right lateral strike slip faults (i.e., Newport -Inglewood, Palos Verdes, and Whittier -Elsinore Fault Zones), which are part of the larger San Andreas Fault system, and a series of reverse and blind thrust faults (e.g., San Joaquin Hills Blind Thrust, and Puente Hills Blind Thrust Faults). The Puente Hills Fault, or the Puente Hills thrust system is a thrust fault located across the Los Angeles Basin, in California. It runs about 25 miles from the Puente Hills region in the southeast to just south of Griffith Park, Los Angeles in the northwest. The fault is often referred to as a blind thrust fault due to a lack of superficial ground features normally associated with thrust faults that have recently experienced seismic activity. The so called Coyote Hills portion of the fault is the closest to the subject site, faults descriptions and distances to the site are discussed in Section 4.1. 3.2 Subsurface Conditions Based on our subsurface exploration, the site is underlain with undocumented fill materials underlain with young alluvial fan deposits. 7IPage GVatjAlcE Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 Generally, the site underlain with approximately five (5) to six (6) feet of undocumented fill materials, however the fill encountered in borings B-4 extends to approximately 15 feet below existing grade. The presence of deeper fills may be attributed to demolishing the previous buildings at the subject site which may had basements, cesspools or seepage pits and/or other underground facilities. Fill materials of greater depth maybe encountered beneath the subject site, the extent and depth of fill should be verified when grading for the building pads during earthwork construction. The undocumented fill generally consists of light to dark brown silty sand with variable amount of fine to medium sized gravel, some localized areas are underlain with low plastic sandy to clayey silt. Generally the encountered undocumented fill materials are loose to medium dense and medium firm, and are moist. However the density and consistency may vary across the subject site. Beneath the undocumented fill, native young alluvial fan deposits were encountered to the maximum depth explored for this project, approximately 75 feet below existing site grades. The native young alluvial fan deposits consist predominantly of interlayered stratums of silt clay and sand with varying amount of silt. Generally, the silt and clay alluvial deposits vary from firm to very stiff with depth. The sandy stratums vary from loose to medium dense to dense with depth. The alluvial deposits are generally moist. More detailed description of these materials are provided in the log of exploratory borings included in Appendix B. 3.3 Groundwater and Caving Seepage water was not encountered, however static groundwater was encountered at approximately 71.5 feet below existing surface grades. A review of the CGS seismic hazard report for the Anaheim and Newport Beach 7.5 -Minute Quadrangle (1998) presented herein as Figure 5 indicates that the historic high groundwater level at the subject site has been mapped at approximately forty-five (45) feet below existing grade surface. Caving was not observed during drilling of soil borings. Seasonal and long-term fluctuations in the groundwater may occur as a result of variations in subsurface conditions, rainfall, run-off conditions and other factors. Storm water infiltration and irrigation of landscaped areas can also lead to an increase in soil moisture content and fluctuations of intermittent shallow perched groundwater levels. Therefore, variations from our observations may occur. 4.0 SEISMICITY REVIEW 8 Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 4.1 Faulting and Seismicity The subject site is located in North Orange County within Southern California. Like the rest of Southern California, it is located in a seismically active region. This region is located near the active margin between the North American and Pacific tectonic plates. The seismicity is due to movement along the northwest trending regional active faults such as the Newport -Inglewood, Elsinore, San Jacinto, and San Andreas faults. According to the State Mining and Geology Board, an active fault is defined which has had surface displacement within the Holocene Epoch (roughly within the last 11,000 years). The State Mining and Geology Board define a potentially active fault as a fault which has been active during the Quaternary Period (roughly within the last 1.6 Million years). Historic and Holocene age faults are considered active, Late Quaternary and Quaternary age faults are considered potentially active, and pre -Quaternary age faults are considered inactive. The above definitions are used in delineating Earthquake Fault Zones as mandated by the Alquist-Priolo Geologic Hazard Zones Act of 1972 and as subsequently revised in 1994 (Hart, 1997) as the Alquist-Priolo Geologic Hazard Zoning Act and Earthquake Fault Zones. The Act regulates development and construction of buildings intended for human occupancy to mitigate the hazards of surface fault rupture. It defines areas where ground rupture is likely to occur during future earthquakes. Where such zones are designated, a geologic study must be conducted to determine the locations of all active fault lines in the zone before any construction is allowed and to determine whether building setbacks should be established, and no building may be constructed on the fault lines. The subject site is not included within an Earthquake Fault Zone as created by the Alquist- Priolo Earthquake Fault Zoning Act (Hart, 1997). Our review of published geologic literature and maps pertaining to the site vicinity indicates that there are no known or potentially active faults with the potential for surface rupture crossing or projecting towards the site. No evidence for active or potentially active faulting was encountered in any of our explorations within the project site. Although this can only be confirmed by trenching and additional fault study, fault rupture through the site is not anticipated. However, because of the high tectonic activity of the region and proximity of the Puente Hills Blind Thrust Fault system and other faults such as Elsinore Fault system the potential for surface rupture on the subsurface faults cannot be precluded. Based on the search output results of the USGS Fault Source Parameters, the nearest know major active fault is the Puente Hills (Coyote Hills) thrust located approximately 0.17 miles (0.27 kilometers) away from the subject site. Other faults close to the site are the Elsinore Fault located approximately 5.26 miles (8.4 kilometers) away, the Puente Hills (Santa Fe Springs) Fault located approximately 7.05 miles (11.3 kilometers) away. Other faults within 30 miles from the subject site are listed in the attached Appendix D. Relevant seismic design parameters, including site coefficients and mapped and design spectral response accelerations for both a short period (0.2 second) and a 1 second period are provided in Section 6.1 of this report. Deterministic site parameters within the regional 9 GVatiAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 area of the project are also provided in the USGS Fault Source and Seismic Design Parameters, Appendix D. It should be noted that the Southern California region is an area of moderate to high seismic risk and it is not considered feasible to render structures fully resistant to seismic related hazards. The minimum seismic design should comply with the 2016 California Building Code (CBC) and ASCE 7-10 using the seismic parameters recommended in Section 6.1 of this report. 4.2 Secondary Seismic Hazards Secondary effects of seismic activity include surface fault rupture, differential compaction, soil liquefaction, differential settlement and ground lurching, lateral spreading, landslides, earthquake -induced flooding, tsunami and seiches. Site -specific potential of seismic hazards that may affect the subject site are discussed in the following sections. A seismic hazard zones map prepared by the California Geological Survey (CGS) is presented on the attached Figure 3 in Appendix A. The map shows the subject site is located in a zone delineated as having potential for seismically induced liquefaction. 4.2.1 Surface Fault Rupture and Ground Shaking The site is not located within a designated State of California Earthquake Fault Zone. Ground rupture is generally considered most likely to occur along pre- existing active faults of Holocene age. Based on our review of existing geologic information, no active or potentially active faults are known to cross within or immediately adjacent to the subject site. As such the potential for ground rupture at the subject site is considered low. Surface fault rupture resulting from the movement of nearby major faults is unknown and uncertain. However, due to the close proximity of known active and potentially active faults, severe ground shaking should be expected during the life of the proposed structures. 4.2.2 Liquefaction and Cyclic Softening Liquefaction is a soil behavior phenomenon in which a loose, saturated soil loses a substantial amount of strength due to high excess pore pressure generated during cyclic loading imposed by strong earthquake ground shaking. The amount of pore pressure generation and subsequent loss of strength in the material is dependent on the density and other characteristics of the soil and the level and duration of shaking experienced. As a result, the soil mass is distorted, and interparticulate effective stresses are reduced to zero, the soil behaves temporarily as viscous fluid (liquefaction) and, consequently, loses its capacity to support the structures founded thereon. Soils most susceptible to liquefaction are clean, loose, saturated, uniformly -graded, and fine to medium -grained sands. Empirical evidence indicates that loose to medium -dense gravels, silty sands, and low to moderate plasticity silts and clays 10IPage GEWIJA.1q Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 may be susceptible to liquefaction. In addition, sensitive high -plastic soils may be susceptible to significant strains and/or strength loss as a result of significant cyclic loading. The current practice categorizes the behavior of the fine grained materials during failure into "sand -like" behavior and "clay -like" behavior. The term liquefaction is reserved for the materials with the "sand -like" behavior during the seismic loading, and the term cyclic softening is reserved for the materials with "clay -like" behavior during a seismic event. According to current Seismic Hazard Zones map for the Anaheim Quadrangle published by the California Division of Mines and Geology (CDMG, 1998) presented herein as Figure 3 in Appendix A, the subject site is located in an area delineated as having potential for liquefaction. To assess the likelihood of liquefaction of the site materials during earthquake ground shaking, sampler penetration resistance (SPT) data collected from layers encountered in the borings were used as indices of liquefaction resistance (see boring logs in Appendix B). The approach used to assess liquefaction potential is the empirically based approach published by Youd et al. (2001) originally presented by the National Center for Engineering Research (NCEER) for their 1999 workshop. The SPT consists of driving a standard sampler, as described in the ASTM 1586 Standard Method, using a 140 pound hammer falling 30 inches. An automatic Trip Hammer was used to drive samplers 18 inches into the soil. For the measured 90 percent hammer efficiency of an automatic hammer, the energy ratio value of 1.25 is utilized in the liquefaction analysis. A borehole diameter correction factor (CB) of 1.0 is used in our liquefaction evaluation. The blow counts recorded for soils samples driven utilizing the Modified California Ring Sampler (ASTM D3550) were converted to an equivalent SPT blow counts using a reduction factor of 0.67. In accordance with special publication117A, clayey soils which meet the criteria of liquefiable soils defined by Bray and Sancio (2006), loose/soft soils with a plasticity index (P1) less than 12 and saturated moisture content greater than 85 percent of the liquid limit, are considered to be susceptible to liquefaction. Sensitive soils with a degree of sensitivity greater than six (6) and with a plasticity index (PI) greater than 18 are also considered susceptible to liquefaction. The clay sensitivity was evaluated based on the soils physical properties such as the moisture content, Atterberg limits, and effective vertical stresses utilizing the procedures and relationships by Mitchell, K. and Soga, K. (2005) and/or determined by comparing the undrained shear strength to the remolded shear strength of the clays per the procedure recommended by Terzaghi-Peck-Mesri (1996). The sensitivity analysis of the subsurface saturated fine-grained soils indicates that the fine grained clayey soils at the subject site possess a sensitivity degree varying between 1 and 4 which is less than sensitivity threshold value of 6. Therefore, the potential for cyclic softening of clayey layers during seismic event is considered low. The results of the sensitivity analysis are tabulated in Appendix C, attached. 11IPage Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 The site -specific liquefaction potential is performed for the Maximum Considered Earthquake Geometric Mean Peak Ground Acceleration (PGA) with a 2% probability of being exceeded in 50 years. A site modified peak ground acceleration (PGAM) equal to 0.646g and a shear -wave velocity of 259 m/s for a Site Class "D", a predominant earthquake magnitude of 6.71 Mme, for a causative earthquake at approximately 6.06 miles away (9.69 km), and a historic high groundwater table of 45 feet below existing grade were used in our liquefaction analysis. The source and seismic design parameters are presented in Appendix D, attached. The computer program LiquefyPro developed by CivilTech Software was used for evaluation of liquefaction at the site utilizing the SPT data. The program is based on the most recent publications of NCEER Workshop and SP117A Implementation. The results of our liquefaction analysis are attached in Appendix E. The local geological-geotechnical conditions indicate the potential for liquefaction at the site is considered low during significant seismic shaking. The design and earthwork recommendations presented in this report are developed to minimize, but not eliminate, the effect of seismically -induced liquefaction. It is important to understand that the engineering evaluations and recommendations present herein are based on available data. 4.2.3 Seismically Induced Settlements Ground accelerations generated from a seismic event can produce settlements in sands or in granular earth materials both above and below the groundwater table. This phenomenon is often referred to as seismic settlement and is most common in relatively clean sands, although it can also occur in other soil materials. The total and differential seismically -induced settlements are anticipated to be on the order of 11/2 inch and 3/4 inch in 30 feet. 4.2.4 Lateral Spreading Seismically induced lateral spreading involves lateral movement of earth materials due to the ground shaking. Lateral spreading is characterized by near -vertical cracks with predominately horizontal movement of the soil mass involved. In consideration of relatively flat ground level and absence of nearby slopes the potential for lateral spreading at subject site is considered negligible. 5.0 DISCUSSION AND CONCLUSION GvatiAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 5.1 General Based on our literature review and our field exploration, laboratory testing, and geotechnical engineering analysis, the proposed project is considered suitable from a geotechnical viewpoint, provided the recommendations contained in this report are incorporated into the design and construction of the project. The primary conditions affecting the proposed project site development are as follows: • The site is situated within a seismically active region. • Presence of fill materials with different depths. • Presence of subgrade materials severely corrosive to metals. • Potential wet and pumping condition during subgrade preparation. • Site subject to low liquefaction potential. • Approximate seismically induced settlements of up to 11/2-inr • Subgrade materials not suitable for storm water infiltration. 5.3 Conclusion It is our understanding that the proposed project consists of building two structures at the subject site, a five -story hotel and a four -level parking structure at grade. Based on the preliminary foundation plan and structural loads and our preliminary field exploration, laboratory testing, and geotechnical engineering analysis, the construction of the proposed project is considered suitable from a geotechnical viewpoint, provided the recommendations contained in this report are incorporated into the design and construction. The engineering evaluation performed concerning site preparation and the recommendations presented are based upon geotechnical conditions encountered in our field investigation and laboratory data, as well as upon information provided to us by the client. Surface and subsurface conditions could vary across the subject site. Variations in these conditions may not become evident until the commencement of grading operations and any unusual conditions which may be encountered in the course of the project development may require the need for addition study and revised recommendations. This report is prepared for the proposed addition and may be subject to approval by the governing agencies. GEOQUAKE, INC. should be retained on a full-time basis to observe any recommended grading and foundation construction and any required geotechnical testing for implementing the recommendations of this report. Any and all earthwork procedures within the proposed buildings pads to a minimum lateral distance of 10 feet away from the proposed building should be observed by an engineering representative of this firm on a full time basis. Any utilities proposed within the building pad should be observed and backfill tested by this firm. In the event that any significant changes are made to the proposed development, and/or the addition is not built within a one (1) year time frame, 13IPage WigUAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 the conclusion and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the recommendations of this report are verified or modified in writing by GEOQUAKE, INC. 6.0 DESIGN RECOMMENDATIONS 6.1 Seismic Design Parameters When reviewing the 2016 California Building Code, IBC 2015 and ASCE 7-10 the following seismic data should be incorporated into the design. Seismic Parameter — 2016 CBC (IBC 2015/ASCE 7-10 Section 11.4) Latitude: 33.869025 (Degrees) Longitude: -117.921213 (Degrees) MCE: 2% Probability of Exceedance in 50 Years Site Class: D Seismic Design Category: D Mapped Spectral Acceleration Ss: 1.740g (Site Class B) S1: 0.632g (Site Class B) Adjusted/Modified Spectral Response Accelerations: Site Coefficient Fa: 1.0 Site Coefficient Fv: 1.5 0.2 -Sec Period, SMs: 1.740g (Adjusted for Site Class D) 1.0 -Sec Period, SM1: 0.948g (Adjusted for Site Class D) Design Spectral Response Accelerations: 0.2 -Sec Period, SDs: 1.160g 1.0 -Sec Period, SDI : 0.632g Modified Peak Ground Acceleration PGAM = 0.646 Earthquake Magnitude Mw= 6.54 The Structural Consultant should review the above parameters and the 2016 California Building Code (IBC 2015/ASCE 7-10) to evaluate the seismic design. Also, the structural consultant should verify that the fundamental period of the proposed structure meets the condition above, otherwise a site specific response analysis is required. Upon the request, GEOQUAKE, Inc. will be pleased to provide the site specific seismic analysis for the subject site. Conformance to the criteria presented in the above table for seismic design does not constitute any type of guarantee or assurance that significant structural damage or ground 14IPage c�u Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 failure will not occur during a large earthquake event. The intent of the code is "life safety" and not to completely prevent damage of the structure, since such design may be economically prohibitive. 6.2 Foundation Design Recommendations The following recommendations were developed based on the conditions encountered during our field exploration and subsequent to visual examination of soil samples collected in the field, analytical considerations of the site conditions, laboratory testing, seismic and engineering analysis. As previously discussed in the Project Description 5 'lion 1.3 and th submitted preliminary foundation plan and structural loads, we have assumed that the proposed five - story hotel will generally impose a maximum column load not exceeding 750 kips (dead - plus -live loads) and an earthquake load of 225 kips at the building's four corners. The maximum perimeter wall load for the hotel structure has been assumed to be on the order of about 18 kips per lineal foot. Also, we have assumed that the four -level parking structure will generally impose a maximum column load of 1,800 Kips (dead -plus -live loads) and an earthquake load of 52 kips at the building's corners. The proposed structures may be supported on cast -in -drilled -hole (CDIH) piles. The hotel's perimeter walls and lightly loaded columns, as well as ancillary and minor structures, may be supported on conventional shallow foundations. All proposed conventional shallow foundations shall be supported on, and embedded into, properly compacted engineered fill. The project Structural Engineer should design the proposed foundations in accordance with the requirements of the applicable building code. Grading the subject site is required to remove and replace existing undocumented fill materials and/or to provide a blanket of engineered fill as recommended in this report to minimize the effect of liquefaction hazards and associated seismic settlements. Earthwork recommendations are presented in Section 9.0 of this report. Based on our field exploration, deeper undocumented fill encountered in the vicinity of borings B-4 and B-6 shall also be removed and replaced with engineered fill. As the soils condition becomes more fully exposed during subgrade preparation, these recommendations will be confirmed or modified based upon geotechnical observation and additional laboratory testing. 6.2.1 Conventional Shallow Foundations 6.2.1.1 Perimeter -Wall Footing The structures/building's perimeter walls may be supported on continuous shallow foundations. We have assumed the perimeter walls will impose a dead -plus -live load of approximately 18 kips per lineal foot (klf) or less. Shallow continuous footings should extend a minimum of 36 inches below the lowest adjacent grade. The minimum recommended footing width is 18 inches for continuous 15IPage Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 footings. A minimum reinforcement of four (4) No. 5 steel bars, two (2) top and two (2) bottom are required for continuous footings. The actual reinforcement shall be designed by the project structural engineer. For continuous foundations supported on minimum six (6) feet of engineered fill compacted to minimum ninety-five (95) percent and moisture conditioned as recommended in Section 9.6, an allowable bearing pressure of 2,200 pounds -per -square foot (psf) may be used in design. The allowable bearing pressure presented hereto is net value; the weight of the concrete in the footings may be taken as 50 pcf. A one-third (1/3) increase on the aforementioned bearing pressure may be used in design for short-term wind or seismic loads. 6.2.1.2 Perimeter -Wall Footing Settlement Provided the recommendations presented above are implemented during design and construction of the project, the static total and differential settlements of footings under sustained loads and supported on properly and uniformly compacted soil are not anticipated to exceed 1% inch and 1 inch over 30 feet, respectively. Most of the settlement is anticipated to occur during construction. Total and differential seismically -induced settlements are discussed in Section 4.2.3. 6.2.1.3 Minor Footings Minor pad footings may be required for some light columns or some small ancillary structures. These minor footings should have a minimum width of 24 inches and should extend a minimum of 24 inches below the lowest adjacent grade. For these type of footings supported on a minimum six (6) feet of engineered fill compacted to 95 percent and moisture conditioned as recommended in Section 9.6, a maximum vertical bearing pressure of 1,800 psf may be used in design. Other minor footings may be required for low height exterior walls (3% feet or less). These footings should be supported on at least 4 feet of engineered fill compacted to 95 percent and should be embedded at least 18 inches. A vertical bearing pressure of 1,500 psf may be used for these footings. 6.2.1.1 Minor Footings Settlement Provided the recommendations presented above are implemented during design and construction of the project, the static total and differential settlements between adjacent footings supported on properly and uniformly compacted soil are not anticipated to exceed 11/4 inch and 1 inch over 30 feet, respectively. Most of the static settlement is anticipated to occur during construction. Total and differential seismically -induced settlements are discussed in Section 4.2.3. 6.2.1.4 Lateral Resistance Lateral load resistance may be derived from passive resistance along the vertical sides of the foundations, friction acting at the base of the foundations, or a combination of the two. A coefficient of friction of 0.35 may be used between the footings, floor slabs, and the 16IPage WigUAlq, Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 supporting soils comprised of compacted sand. The passive resistance of level properly compacted fill soils in direct contact with the footings may be assumed to be equal to the pressure developed by a fluid with a density of 200 pcf, to a maximum pressure of 2,000 psf. A one-third increase in the passive value may be used for wind or seismic loads. The frictional resistance and the passive resistance of the soils may be combined provided that the passive resistance is reduced by one third. We recommend that the first foot of soil cover be neglected in the passive resistance calculations if the ground surface is not protected from erosion or disturbance by a slab, pavement or in a ' r manner. 6.2.2 Cast -In -Drilled Hole (CIDH) Pile Foundation 6.2.2.1 Vertical Capacity The piles will derive their resistance from side friction and end bearing by penetrating the denser soils at the proper depth. The pile capacities provided are based on the strength of the soils, not the pile section, which should be designed and checked by the project Structural Engineer. Generally, the safety factors utilized in design are 3.0 for end bearing and 2.0 for side resistance under static conditions and are greater than 1.1 for temporary seismic condition. The following Table summarizes the determined axial pile capacities for a 60 feet deep 30 - inch diameter pile. These capacities include the drag down loads from the soils and they can be used against the demand loads with no further reduction for drag down loads. Pile Diamet 30 Vertical Capacities for a Single CIDH Pile Allowable Capacity - Allowable Capacity - esign Pile Static Condit on (kips) Seismic Condition (kips) ength (ft) ,.,,nressio; Uplift Compression Uplift 145 72 190 95 Typically for piles in granular soils, no reduction in pile capacity is necessary when the piles are at least three (3) diameters apart. The efficiency of a pile group can also be obtained by utilizing the following Converse — Labarre formula: Where: 0 = tan -1 s m = number rows; n = number of piles in a row; 8 (n — 1)m + (m — 1)n gy = 1 90 m x n where 9 is in degrees; d = diameter of pile end; and S = spacing of piles. 6.2.2.2 Lateral Capacity The lateral capacity of the pile depends on the permissible deflection and the degree of fixity at the pile top. For this project, we have assumed lateral deflections of and 1 inch 17IPage Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 at the bottom of the pile cap, no interpolation is allowed. Lateral loads may be resisted by the pile and the passive resistance of the soils against the pile cap. The capacities presented are based on the strength of the soils encountered in our field explorations. The pile sections should be checked to verify the structural capacity of the piles. The preliminary lateral capacities of free -head and fixed -head, cast -in -place 30 -inch diameter concrete cast piles are presented in the following Table. Once the shear force, bending moment, and vertical load at the top of the piles have been defined by the Structural Engineer, the values presented in this Table should be updated and the lateral capacity curves (deflection vs. depth, shear vs. depth, and moment vs. depth) can be provided. Lateral Capacities for Pile Diameter Pile Head Pile top deflection a Single CIDH Pile Pile Condition JI 30 -inch Fixed Head 1/2 -inch 1 -inch 30-incF- Free I+adii Am� 1 -inch I/2 -in. ' Required Lateral Load (kips) 97.9 174.69 37.4 71.7 Maximum Negative Moment (kips -ft) 15.25 34.1 650.0 1,216.9 Maximum Positive Moment (kips -ft) 213 423.8 169.2 323.3 Depth to Maximum Positive Moment (ft) 9.8 9.8 14.6 14.3 Depth to Maximum Negative Moment (ft) 32.5 32.5 0 0 The above table presents the lateral capacity for a single pile and do not consider a reduction for group action. Lateral load reduction factors to be applied for various pile spacing for in -line loading are presented in the table below. For spacing in between those provided below, a linear interpolation may be utilized to calculate the reduction factor. Lateral Load Reduction Factors Ratio of Load Resistance of Piles in Group to Single Pile Center-to-cente Pile Spacing for In -line Loading 8D 1.0 5D 0.9 3D 0.7 Note: D = Diameter of the pile For lateral resistance of pile caps and grade beams, we recommend an allowable equivalent passive fluid pressure of 200 psf per foot of depth. The allowable passive earth pressures should not exceed 2,000 psf. The friction resistance should be neglected. 18IPage GE�e� U Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 6.2.2.4 CIDH Pile Installation The performance of CIDH piles is strongly dependent on the construction methods and procedures. Construction methods that create large zones of disturbance around the CIDH piles can lead to lower than anticipated side friction due to excessive stress relief around the shaft length. Proper construction techniques should be used to limit disturbance of the soils during pile installation. Disturbance of the soils at the bottom of the pile excavation or improper bottom cleanout may result in excessive pile settlement. Disturbance at the top of the pile may result in greater lateral deflection than calculated. Any disturbance should be corrected by over excavation and/or re -compaction. We recommend full-time observation to be performed by the project geotechnical engineer. Based on our experience and the soil types encountered, the probable caving, squeezing and bottom heaving should be anticipated during drilling for the piles. It is the contractor's responsibility to take precautions and choose the appropriate means and methods of drilling and pile construction to reduce the above -mentioned potential hazard of the drilled holes. Competent contractors experienced in deep foundation construction should be retained to construct drilled pile foundations. After completion of drilling, the bottom of the hole should be cleaned of all loose or disturbed materials. We recommend that the piles be cast within 4 hours of completion of each drill hole, no holes should be left open overnight or partially drilled. Before casting concrete, the drilled hole should be observed by the project geotechnical engineer or engineering geologist, and suitable condition at the bottom of the hole should be confirmed. Because pile support counts on end bearing, a properly designed flat bottom cleaning bucket must be used to clean all drill holes bottom. The Geotechnical Engineer representative should re -check the bottom for accumulation of sediment immediately before lowering the tremie, and the bottom should be re -cleaned if more than 1'/2 inches of sediments have accumulated at the bottom. The drilled hole should be filled with concrete as soon as possible and should not be left open overnight or partially drilled unless cased. Where groundwater is present in the drill holes, or there is a wet hole, we recommend increasing the concrete strength by 1,000 psi above the design strength. 6.2.3 Differential Settlement Between Shallow and Deep Foundation Based on our engineering analysis, the total static settlement of the conventional shallow foundation (ie. perimeter -wall footing) is on the order of 1% -inch, and due to the stiffness and depth of the piles the total static settlement of the deep foundations is negligible. Therefore, the foundation system consisting of shallow and deep foundation should be designed for a static differential settlement of 1% inch in addition to the differential seismic settlement. The Structural Engineer should take careful consideration when the deep and shallow foundations are in proximity of each other due to the significant differential static settlement (13/4 inch) in addition to differential seismic settlement which will occur along the spanning distance. 19IPa GE u Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 If the perimeter -wall would be supported on pile foundation similar to the rest of the structure, then the static differential settlement is negligible. 6.3 Slab -on -Grade Generally, we recommend designing a stiff structural slab with a minimum thickness of 6 - inches (particularly within the vicinity of boring B-4) due to the total and differential settlements (static and seismic) and different fill thickness. The project structural engineer should design the slab thickness, reinforcing, joint design spacing, any possible connections to other element of the structure such as pile cap and/or shallow foundation, and other pertaining details. Proper control of concrete slump and curing to minimize slab "curling" and the resultant voids under the slab is also critical. Reinforcing should be properly supported to ensure placement near the vertical midpoint of the slab. "Hooking" of the reinforcement is not considered an acceptable method of positioning the steel. Provisions for cracks should be incorporated into the design and construction of the foundation system, slabs, and proposed floor coverings. These recommendations are considered minimums unless superseded by the project structural engineer. The actual slab thickness, reinforcement, joint design spacing and other details shall be designed by the structural engineer and should include the anticipated loading conditions and settlement. In areas where dampness of the floor slab would be undesirable, the slab should be underlain by an impermeable polyethylene membrane (Stego Wrap, Moistop Plus, or any equivalent meeting the requirements of ASTM D1745) as a capillary break. The membrane shall be a minimum 15 -mil. thick and both underlain and overlain by a minimum of 2 -inch thick layer of moistened (not saturated) sand to both protect the membrane and provide proper concrete curing. The polyethylene membrane joints should be lapped not less than 6 inches. If the California Green Building Code requirements apply to this project, the vapor retarder may be placed in direct contact with the concrete slab and should be underlain by 4 inches of clean aggregate. The vapor barrier should be puncture resistant since it will be in direct contact with angular gravel. To prevent warped, curled, or bubbled floor coverings, the moisture emission through the concrete and the alkalinity/pH, and relative humidity of the concrete should meet the flooring or adhesive manufacturer's recommendations and requirements. Concrete floors to receive resilient flooring should be prepared in accordance with ASTM F710-03. Unless a qualified specialist is retained for the flooring design, the above should be incorporated in the design and construction of concrete floors to receive resilient flooring. 6.3 Flatwork Design Flatwork should be a minimum of 4 -inches thick, and should be reinforced with a minimum of No. 4 reinforcing bar on 24 -inch centers in two horizontally perpendicular directions. Flatwork slabs or sidewalks should have sufficient control joints spaced at a maximum of approximately 10 feet. Reinforcing should be properly supported to ensure placement near 20IPa<re WigUAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 the vertical midpoint of the slab. "Hooking" of the reinforcement is not considered an acceptable method of positioning the steel. The slab should not be structurally connected to the buildings or proposed foundations. The flatwork subgrade material should be moisture conditioned to within 120 percent of optimum moisture content and compacted to a minimum of 90 percent of the maximum laboratory dry density (ASTM D1557) to a minimum depth of 12 inches below finished grade. The actual thickness and reinforcement of the flatwork shall be designed by the structural engineer and should include the anticipated loading condition. 6.4 Cement Type and Corrosion Concrete used should be designed in accordance with Section 1904.1 and Section 1904.2 of the 2016 California Building Code, and the provisions of ACI 318, Section 4.2 and Chapter 19 and Table 19.3.1.1 for concrete exposed to soils containing negligible sulfates exposure, which indicates an exposure Class SO. Corrosion tests of near -surface soils indicate severe corrosion potential for ferrous metals exposed to site soils. Laboratory soils corrosivity tests are presented in the attached Appendix C. GEOQUAKE, INC. does not practice corrosion engineering. If needed, a qualified specialist should review the site conditions and evaluate the corrosion potential of the site soil to the proposed improvements, and to provide the appropriate corrosion mitigations for the project. 6.5 Expansion Potential The expansion potential of selected materials was evaluated by the Expansion Index Test as per ASTM D 4829. An Expansion Index of 25 was determined, which indicates a low expansion potential. However, based on variable expansiveness of the fill materials, additional expansion index tests should be performed in the field during grading. 6.6 Drainage Proper surface drainage is critical to the future performance of the project. Uncontrolled infiltration of excessive irrigation water and storm runoff into the soils can adversely affect the performance of planned improvements. Saturation of the soil can cause it to lose internal shear strength and increase its compressibility, resulting in a change in the original designed engineering properties. Proper drainage should be maintained all the time. All site drainage should be collected and controlled in non -erosive drainage devices. Drainage should not be allowed to pond anywhere on the site, and especially not against any foundation or retaining wall. The site should be graded and maintained such that surface drainage is directed away from structures in accordance with 2016 CBC 1805.4.2 and 1805.4.3 or applicable standards. In addition, drainage should not be allowed to flow uncontrolled over any descending slope. Discharge from downspouts, roof drains and 21IPage GVatiAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 scuppers are not recommended onto unprotected soils within five feet of the building perimeter or any retaining wall foundation. Landscape irrigation is not anticipated near the area proposed for the subject facilities, however we don't recommended any landscape or planters within 10 feet of the proposed foundations except when enclosed in protected planters. Protected planters should be sealed to prevent moisture intrusion into the soils providing foundation support. 7.0 INFILTRATION Infiltration testing was performed to determine the infiltration rate of the near surface soils in accordance with the requirements of the County of Orange Technical Guidance Document (TGD) for evaluation of infiltration rates. The infiltration test was performed within the proposed infiltration areas allocated by the project civil engineer within the parking lot area west of to the location proposed for the building addition. It is our understanding that the result of the infiltration tests will be used to prepare the design for the stormwater infiltration system that will be used for retention, detention, infiltration, and water reuse. The location of the infiltration tests is presented on the attached Geotechnical Map, PLATE A. The "Shallow Percolation Test" procedure was performed to determine the infiltration rate of the near surface soils in accordance with the requirement of Appendix VII of the County of Orange Technical Guidance Document (TGD) for the Preparation of Conceptual/Preliminary and/or Project Water Quality Management Plans (WQMPs), Exhibit 7.111. Two (2) test borings were drilled utilizing an 8 -inch diameter auger to an approximate depth of five (5) feet below existing grade. A couple of inches of gravel were placed in the borings bottom, and a 4 -inch perforated PVC pipe was installed in each of the holes and the gap between the pipe and the hole walls was filled with gravel to prevent caving during saturation and testing. Prior to performing the infiltration testing the test holes were continuously saturated. Subsequent to saturation, the test holes were filled with water and a falling head percolation test was performed by measuring the drop in water from a fixed reference point. Multiple test trials were performed in general conformance with the County guidelines. Infiltration evaluation is presented in Appendix E, attached. The measured percolation rates were converted to infiltration rates utilizing the Porchet Method (aka Inverse Borehole Method), as presented on attached Plates D-1 and D-2. It should be noted that a factor of safety of 2.0 was applied to the determined infiltration rates. The following percolation rates may be used for design purposes: Percolation Boring Location Infiltration Rate (inch/hour) IN -1 0.02 IN -2 0.01 22IPa GEWJAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 7.1 Suitability and Location of Infiltration System Subsurface materials where tested do not meet the minimum design infiltration rate of 0.3 inches per hour required by the County of Orange TGD Manual for preparation of WQMPs, in addition, static groundwater was encountered at approximately 10 feet below site grades. An alternative system such as a bio-detention trench or bio-swale may be constructed. The project civil engineer should be consulted for appropriate design and measures. The use of on -site storm water infiltration systems will increase the moisture content of soils beneath the infiltration system and surrounding areas. Increasing the moisture content of the soil can cause loss of internal shear strength, increase the potential for liquefaction and seismic settlements, reduce cohesion strength in saturated soils, increase in hydro -collapsible potential of loose and dry soils, and generally increase the compressibility of the soils. We do not recommend alteration in the subgrade engineering properties. The site is underlain with fill materials and is subject to moderate seismic settlements, alteration in the subgrade engineering properties carries an increased risk of creating adverse geotechnical conditions for structures adjacent to the subsurface infiltration systems. Infiltrating storm water into the site subgrade soils is not recommended within a lateral distance of 40 feet from the proposed structures. 8.0 PRELIMINARY PAVEMENT DESIGN The Caltrans method of design was utilized to develop the following asphalt pavement section. The section is developed based on an estimated R -Value of 25 for the site subgrade soils. The tested R -value was for soils sampled at on location within the site and shall be verified during grading, and if necessary the pavement design shall be re- evaluated. Traffic Index utilized in the pavement design was estimated based on the pavement utilization and is subject to approval by the project Civil Engineer and/or controlling authorities' traffic engineer. Pavement I'zation Traffic Index Parking Stalls and Auto Driveway Heavy Traffic 5.0 7.0 Asphalt Pavement Section Asphalt Aggregate Base Total (Inches) (Inches) (Inches) 3.0 4.0 7.0 12.0 10.0 16.0 Portland Cement Concrete Pavement Section a ament Utilization Traffic PCCP Strength Aggregate Base Total Index (Inches) (psi) (Inches) (Inches) Parking Stalls and Auto Drivewa 5.0 4.0 4,000 4.0 8.0 Heavy Traffic 7.0 7.0 4,500 4.0 11.0 23IPage GEe� U Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 Aggregate base material should consist of Crushed Aggregate Base complying with the specifications in Section 200.2.2 of the current "Standard Specifications for Public Works Construction" and should be compacted to at least ninety-five (95) percent of the maximum dry density (ASTM D1557). The surface of the aggregate base should exhibit a firm and unyielding condition just prior to the placement of asphalt concrete paving. The upper twelve (12) inches of the pavement subgrade should be moisture conditioned to within 120 percent of optimum moisture and compacted to minimum ninety-three (93) percent minimum relative compaction. The recommendation presented above for the pavement subgrade preparation assume that the owner and/or developer can tolerate minor amounts of settlement within the proposed parking areas. The grading recommendations presented above do not completely mitigate the extent of undocumented fill soils in the parking areas. As such, settlement and associated pavement distress could occur. In case such risk cannot be tolerated, the parking and driveway areas should be graded in a manner similar to that of the proposed building pad. 9.0 EARTHWORK/ SITE DEVELOPMENT 9.1 General During earthwork construction, all site preparation and the general procedures of the contractor should be observed, and the fill selectively tested by a representative of GEOQUAKE, INC. Should any unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. 9.2 Site Clearing If encountered within the proposed construction area, all debris including top soil, asphaltic concrete, concrete slab, underground utilities, and other generated deleterious materials should be removed and legally disposed of off -site. Underground facilities such as utilities, pipes or underground storage tanks, if any, should be removed in accordance with, and subject to, State law as regulated by the County or City Health and/or Fire Department agencies. If storage tanks containing hazardous or unknown substances are encountered, the proper authorities must be notified prior to any attempts at removing such objects. Depressions, resulting from the removal of underground facilities should be backfilled with properly compacted materials. 9.3 Grading and Subgrade Preparation No preliminary grading plans are made available to this office at this time. All grading should conform to the guidelines presented in the California Building Code (2016 edition), except where specifically superseded in the text of this report. Prior to grading, 24IPa GE u ; Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 GEOQUAKE's representative should be present at the pre -construction meeting to provide grading guidelines, if needed, and review any earthwork. Subgrade Preparation After clearing the site, remedial grading should be performed within the proposed buildings pad and to a minimum lateral distance of 10 feet beyond, where possible, the remedial grading should consists of over excavating to remove existing undocumented fill materials and provide a minimum six (6) foot thick or more fill blanket below bottom of proposed footings and slab, the bottom ten (10) inches of overexcavation may be processed in place. The exposed bottoms should be evaluated and approved by the geotechnical engineer prior to proceeding with placing fill lifts. Some localized areas of deeper excavation may be required if additional fill materials or unsuitable materials are encountered at the base of the over excavations. If highly unstable soils are identified or a wet and pumping condition occurs due to the presence of moist soft and cohesive soils near the base of over excavation, bottom stabilization may be necessary. Typically, scarification and air drying of the materials is sufficiently expected to obtain a stable subgrade. However, if highly unstable soils are encountered, and if construction schedule does not allow for delays associated with drying, stabilization should be achieved by placing a layer of coarse crushed stone and geotextile. Typically, the depth of stone varies approximately between 18 inches to 24 inches and even deeper depending on the severity of the unstable condition. After a suitable over excavation subgrade has been achieved and/or after approval by the geotechnical engineer, the exposed bottoms should be scarified to an approximate depth of 8 inches, moisture conditioned to within 120 percent of optimum moisture content and re -compacted to minimum ninety-three (93) percent relative compaction per ASTM D1557 maximum dry density. The building pad areas may then be raised to grade with on -site excavated soils or import structural fills. On -site soils are acceptable to be used as engineered fill provided they possess an expansion index (EI<20) and are free of any deleterious materials and screened for particles greater than 3 -inch in largest dimension. The fill should be moisture conditioned to slightly above optimum moisture content, and should be compacted to minimum 95 percent relative compaction. Any subsurface obstruction buried structural elements, and unsuitable material encountered during grading, should be immediately brought to the attention of the Geotechnical Consultant for proper exposure, removal and processing, as recommended. An estimated 15 percent shrinkage factor may be used in earth quantities due to removal and re -compaction of existing soils. 9.4 Temporary Excavation Temporary excavations adjacent to un-surcharged areas are anticipated to be stable vertically without any shoring to a depth up to four (4) feet in fill and alluvial soils below 25IPage Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 adjacent grade. For cuts to a maximum depth of eight (8) feet with an adjacent flat grade, the slopes should be properly shored or sloped back to at least 1:1 (Horizontal:Vertical) or flatter. For excavations to a maximum depth of twelve (12) feet below adjacent flat grade, the slopes should be properly shored or sloped back to at least 1.5:1 (Horizontal:Vertical) or flatter. For deeper excavations, shoring may be needed as recommended in Section 9.5 below. No surcharge loads should be permitted within a horizontal distance equal to six (6) feet or half the height of cut from the toe of excavation, whichever is greater unless the cut is properly shored. A greater setback may be necessary when considering heavy vehicles, such as concrete trucks and cranes; we should be advised of such heavy vehicle loadings so that specific setback requirements can be established. When excavating adjacent to existing footings or building supports, proper means should be employed to prevent any possible damage to the existing structures. Un-shored excavations should not extend below a 11/4:1 (Horizontal:Vertical) plane extending downward from the lower edge of adjacent footings and should start at least two feet away from the footings. Where there is insufficient space to slope back an excavation, shoring may be required. All regulations of State and Federal OSHA should be followed. Some sloughing and caving of excavations may occur. Temporary excavations are assumed to be those that will remain un-shored for a period of time not exceeding two weeks. In dry weather, the excavation's exposed slopes face should be kept moist, but not saturated, to reduce local sloughing. If excavations are made during the rainy season (normally from November through April), particular care should be taken to protect slopes against erosion. Mitigative measures, such as installation of berms, plastic sheeting, or other devices, may be warranted to prevent surface water from flowing over or ponding at the top of excavations. Temporary over excavations adjacent to existing buildings at the site not exceeding six (6) feet in depth may be performed utilizing the A -B -C slot -cutting method. This method employs the use of the earth as a buttress and allows the excavation to proceed in phases. All slot -cuts shall be of equal width, the initial slot "A" is cut in width not exceeding six (6) feet leaving the "B" and "C" slots to buttress the excavation. The depth of excavation shall three (3) feet underside the existing building foundation. 9.5 Temporary Shoring Due to the depth of removals and presence of adjacent surcharge and/or structures and other facilities, shoring may be required for this project. The most common method of shoring, and likely the most practical method for the site, consists of placing steel beams in drilled holes (soldier piles), and then backfilling with concrete and/or slurry, depending on the design employed. The soldier piles may be designed either as cantilever (16 feet maximum height) or may be laterally braced utilizing raker braces (for more than 16 feet height), which is recommended for this project. Other shoring alternatives should be reviewed and approved by this firm, the contractor should be responsible for shoring. Drilled cast -in -place soldier piles should be placed no closer than 2% diameters on center. The minimum diameter of the soldier piles should be 18 inches. Depending on the design, 26IPage GVatJA.1q, Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 structural concrete may be used below the excavation, and lean -mix (2 sack per cubic yard) concrete may be used above that level. For design purposes, allowable passive pressure values for the soils below the bottom plane of excavation may be assumed to be 220 pounds per square foot per foot of depth, respectively, up to a maximum of 2,200 pounds per square foot. These values may be increased by 100 percent for isolated soldier piles spaced at least 3 diameters on center. To develop the full lateral resistance value, provisions should be implemented to assure firm contact between the soldier piles and the undisturbed soils. These values apply only to level ground surface. The portion of soldier piles below the plane of excavation may also be employed to resist the downward loads. The downward capacity may be determined using a frictional resistance of 250 pounds per square foot. For level ground condition, a triangular distribution of lateral earth pressure of 38 psf/foot may be utilized for the design of a cantilevered shoring system not exceeding 20 feet in height. A trapezoidal distribution of lateral earth pressure of 28H psf for level ground, where H is the retained height in feet, may be utilized where shoring is to be restrained by rakers or other types of internal bracing and tiebacks. These uniform pressure distributions may be assumed over the sixth tenth of the wall height; the pressures should taper to zero at the base and the top of the excavation. Surcharge loads occurring as a result of vehicular traffic, and any surcharge loading imposed by any other adjacent loading or structures, including slope surcharges, should be added to the above pressure for the design of the proposed shoring system. For vehicular surcharge, the upper 10 feet of shoring adjacent to access road traffic should resist an additional uniform lateral pressure of 100 pounds per square foot, acting as a result of an assumed 300 pounds per square foot traffic surcharge. If traffic is kept back at least 10 feet or 0.6 times the height of shoring, whichever is the greater distance from the shoring, the traffic surcharge may be neglected. Soldier piles or rakers should be designed for the full anticipated pressures. Due to arching in the soils, the pressure on the lagging will be less. It is recommended that the lagging be designed for the full design pressure but be limited to a maximum of 400 pounds per square foot. If lagging is to be left in place, treated lumber should be used. Voids between the soil and lagging should be grouted as necessary to mitigate the potential for the voids to propagate. The shoring should be designed by a Civil Engineer registered in the state of California. It is difficult to accurately predict the amount of deflection of a shored excavation. It should be realized that some deflection will occur. It is recommended that the shoring be designed for a maximum horizontal deflection of no more than 1/2 inch if foundations are being supported. If greater deflection occurs during construction, additional bracing may be necessary to reduce earth movement in adjacent areas. If desired to reduce the deflection, a greater active retaining pressure should be used in the shoring design. Some means of monitoring the performance of the shoring system is suggested. The monitoring should consist of periodic surveying of the lateral and vertical locations of the 27IPate GVatJA.1q, Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 tops of all soldier piles, and the lateral movement along the entire lengths of selected soldier piles. 9.5 Fill Placement Prior to any fill placement an engineering representative from GEOQUAKE, INC. should observe and approve the exposed surface soils. Subsequently, the exposed bottom surface shall be scarified a minimum of 6 inches, unless otherwise superseded in Section 9.3 above, and compacted per the recommendation of Section 9.6. Fill shall be placed in lifts not exceeding 6 inches in compacted thickness for cohesionless fill, and not exceeding 8 inches in compacted thickness for cohesive fill. Any import soils shall be granular non - expansive (El<20) and approved by GEOQUAKE, INC. The site soils may be re -used as engineered fill provided they are free of organic content and particles size greater than 3 -inches. Particles up to 6 -inch in largest dimension may be used at the site within a minimum lateral distance of 5 feet from any structures, underground structures or utilities. 9.6 Compaction All engineered fill materials shall be moisture conditioned to near optimum moisture content if granular (El<20) and within 120 percent of optimum moisture for clayey or on - site cohesive soils, and compacted to a minimum relative compaction of ninety-three (93) percent in accordance with ASTM D 1557. Grading should be performed under the full time observation of the geotechnical engineer's representative, compaction tests should be performed periodically as random verification of compaction and moisture content. These tests are intended to aid the contractor, and to ensure the placed fill achieves required strength in order to minimize the effect of seismically -induced settlements. However, since the tests are performed at discrete locations and depths, they may not be indicative of the entire fill and do not relieve the contractor of his responsibilities. 9.7 Shrinkage and Subsidence Removal and re -compaction of near surface fill to prepare the building pad subgrade is estimated to result in an average shrinkage of 15 to 20 percent. Minor ground subsidence is expected to occur in the soils below the zone of removal. The subsidence may be estimated as ± 0.2 feet. The above estimates are based on previous experience with similar subsurface conditions. The actual amount of subsidence is expected to be variable and is dependent on the earthwork operations and machinery used, the repetitions of use and dynamic effects, all of which are difficult to assess precisely. If more accurate shrinkage and subsidence factors are required, it is recommended that field testing utilizing the actual equipment and grading techniques should be performed. 28IPage GEWIJAlq Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 9.8 Utility Trench Backfill All utility trench backfill in structural areas and beneath hardscape features should be brought to near -optimum moisture content and compacted to a minimum relative compaction of 95 percent of the laboratory standard. Flooding/jetting is not recommended. sand backfill, (unless trench excavation material), should not be allowed in parallel exterior trenches adjacent to and within an area extending below a 2:1 plane projected from the outside bottom edge of the footing. All trench excavations should minimally conform to CAL -OSHA and local safety codes. Soils generated from utility trench excavations may be reused provided it is moisture conditioned and compacted to 95 percent minimum relative compaction. 10.0 GEOTECHNICAL REVIEW OF PLANS All grading and foundation plans should be reviewed and accepted by GEOQUAKE, INC. prior to construction. The geotechnical consultant should be given enough time to review the plans and perform additional engineering analysis if necessary. If significant time elapses since preparation of this report, the geotechnical consultant should verify the current site conditions, and provide any additional recommendations (if necessary) prior to construction. 11.0 GEOTECHNICAL OBSERVATION AND TESTING The geotechnical consultant should perform additional services including observation and/or testing at the following construction stages: • Review and acceptance of project plans and specification; • During clearing of the site; • Pre -construction site meeting; • Upon exposing over excavations bottom; • Prior to placing any engineered fill; • During shoring process; • During rough and precise grading operations; • After foundation excavation and prior to placing steel and concrete; • After placement of slab underlayment and prior to placement concrete; • During backfill of utility trenches; • When any unusual geotechnical conditions are encountered; and • Prior to final approval. 29IPage Project No.: 19-0351 Fullerton Transportaion Center August 20, 2019 12.0 LIMITATIONS This preliminary geotechnical investigation was performed in accordance with generally accepted geotechnical engineering principles and practices as it exists in the site area at the time of our study. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The recommendation presented in this report are based on the assumption that GEOQUAKE, INC. will be conducting plans and specifications review, and observation and testing during construction in order to evaluate compliance with our recommendations. Recommendations presented in this report are based on our field observations and subsurface explorations, limited laboratory tests, and our current knowledge of the proposed construction. It is possible that soil conditions vary between or beyond the points explored. If and when soil conditions encountered during construction differ from those described herein, GEOQUAKE, INC. should be notified immediately in order to review the condition and expedite supplemental recommendations. Any changes in the design or location of the proposed project, other than what is described and recommended for in this report, our recommendations should also be reviewed. This report does not relate any conclusions or recommendations about the potential for hazardous and/or contaminated materials existing at, below or around the site. This office does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for other than our own personnel on the site. Therefore, the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. This report is intended for use by our Client and his design consultants for the purposes stated within a reasonable time from its issuance, but in no event later than one year from the date of this report. If significant time elapses since preparation of this report, GEOQUAKE, INC. should verify the current site conditions, and provide any additional recommendations (if necessary) prior to construction. The conclusions and recommendations of this report are for the proposed project at the subject site. It is the client's responsibility to convey this report and all addendums, if any, to the attention of all parties, including the designer, contractor, subcontractor, and others involved in this project. Non-compliance with any of these requirements by the client or anyone else will release GEOQUAKE, INC. from any liability resulting from the use of this report by any unauthorized party and client agrees to defend, indemnify, and hold harmless GEOQUAKE, INC. from any claim or liability associated with such unauthorized use or non-compliance. 30 I I) GVatJAIE Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 tPPENDI ® A EREN Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 References California, State of, Department of Conservation, Division of Mines and Geology, 2008, Guidelines for Evaluating and Mitigating Seismic Hazards in California, CDMG Special Publication 117A. , 2002, Recommendation Procedures for Implementation of Special Publication 117. , 1998, Maps of Known Active Fault Near Source Zones in California and Adjacent Portions of Nevada. California Geological Survey, Anaheim Quadrangle Seismic Hazard Zones, Delineated in compliance with Chapter 7.8 Division 2 of the California Public Resources Code (Seismic Hazards Mapping Act), Official Map, Released April 15, 1998. Department of Conservation, Division of Mines and Geology, Seismic Hazard Zone Report for the Anaheim and Newport Beach 7.5 -Minute Quadrangles (03), Orange County, California, 1997, updated 2001. Geologic Map of San Bernardino & Santa Ana 30' X 60' Quadrangles, California, Version 1.0 complied by Douglas M Morton and Fred K. Miller, Digital Preparation by Pamela M. Cassette and Kelly R. Bayard. 2006. Jennings, C. W., 1994, Fault Activity Map of California and Adjacent Areas, California Division of Mines and Geology, Geologic Data Map Series, No. 6, Scale 1:750,000. California Division of Mines and Geology, Fault Rupture Hazard Zones in California, Special Publication No. 42, 1994 California Division of Mines and Geology, 1988. DMG Open File Report 88-14. Recently Active Traces of the Newport -Inglewood Fault Zone, Los Angeles and Orange County, California. Hart, E. W., 1997, Fault -Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning with Index to Special Study Zones Maps: Department of Conservation, Division of Mines and Geology, Special Publication 42. Geotechnical Engineering Principles and Practices, Donald P. Coduto, Professor of Civil Engineering, California State Polytechnic University of Pomona, 1999 by Prentice -Hall Inc., New Jersey. International Conference of Building Officials, 2016, California Building Code 2016 Edition. International Code Council (ICC) 2015, International Building Code, 2015 Edition. ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures. American Concrete Institute (ACI), ACI Manual of Concrete Practice, Parts 1 Through 5. California Water Library. http://wdl.water.ca.gov/waterdatalibrary/; A-2 G °r), I JA Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 Tokimatsu, K., and Seed, H.B., 1997 "Evaluation of Settlements in Sands due to Earthquake Shaking", J. Geotechnical Engineering Division, ASCE, Vol. 113, No.8, Pages 861-878 Kramer, Steve L., Geotechnical Earthquake Engineering. Terzaghi, K. Peck R., and Mesri G., (1996), Soil Mechanics in Engineering Practice, Third Edition, Published by Wiley-lnterscience, February 7, 1996. A-2 G °v), JA Project No.: 19-0351 Project Name: Fullerton Transportation Hotel 111 0 Cra cfr CO war O L 117'56'30" 4 13 000 4113 000 117"56'30" Not, r!aaal eg, 117"56' 4 •14 000 117"56' 7 4 114 000 117"55'30" owe 117"55'30" 1:25000 scale 117`55' 415 000 4115 0001 117'55' 117"54'30" 416 000 1s 4 116 000 117"54'30" 1 117 54' 11754' 4 1 7 ono 0 tie 6— • r C C] PA 4 11/ 000 llaanehc ifethearcon of 13E ax cm. - :..� , on Map,S1 ] 1 :011 . FIGURE 1 SITE LOCATION MAP GF�,,�;U�Iq FIGURE 2 GE�U�A�E Project No.: 19-0351 Project Name: Fullerton Transportation Hotel 10,32 SEISMIC HAZARD ZONES LEGEND: SUBJECT SITE\ Scale 1: 24060 2,015 auto 4150 041011 0.1139 1.000 0,150 0.000 90,00 Wm! liquefaction Zones Areas where historical occurrence of IiqueIucbon, or focal geological, geotechnical and ground water conditions indicate a potential for permanent ground displacements such brat mitigation as defined in Public Resources Code Section 2693(c) would be required. Contour Interval 5 Feet ANAHEIM QUADRANGLE SEISMIC HAZARD ZONES Delineated in compliance with Chapter 1.® Division 2 of the Calilomia Public Resources Code (Seismic Rewards Mappinp Act) OFFICIAL MAP Released: April 15, 1998 STATE GEOLOGIST SEISMIC HAZARD ZONES MAP 1V APDa. MB Polinala FIGURE 3 GE1Wiq Project No.: 19-0351 Project Name: Fullerton Transportation Center L St.ythton A`SIN on... SUBJECT SITE�. (J Qyr Ovof j r �f Qvof �ar 91^ Qf of Tsh b 5 MILES 5000 0 5000 10000 15000 20000 250 ` 30000 35000 40000 45000 50000 FEET 1 1 1 i l l l l i l l I I I I ! I 5 2.5 0 5 10 KILOMETERS I 5000 0 5000 10000 METERS GEOLOGIC COMPILATION OF QUATERNARY SURFICIAL DEPOSITS IN SOUTHERN CALIFORNIA SANTA ANA 30' X 60' QUADRANGLE LEGEND Oyf Osh 4vof Tsh Oof A Project for the Department of Water Resources by the California Geological Survey Compiled from existing sources by Trinda L. Bedrossian, CEG and Peter D. Roffers December 2012 Young Alluvial Fan Deposits unconsolidated to slightly consolidated, undissected to slightly dissected boulder, cobble, giaael, sacs and Silt deposits issued front a confined valley or canyon Fine-grained formations of Pleistocene age and younger- includes fine-grained sandstone, sllstone, mudstone, shale, siliceous and calcareous sediments Very Old Alluvial Fan Deposits - moderately to we1E-consolidated, highly dissected boulder, cobble, gravel, sand, and silt deposits issued from a confined valley or canyon Fine-grained Tertiary age formations - includes free grained sandstone, silislone, mudstone, shale, sibceous and calcareous sediments Old Alluvial Fan Deposits - slightly to moderately consolidated, moderately dissected boulder, cobble. gravel, sand, and silt deposits issued front a confined valley or canyon Artificial Fill - deposits of fill resulting from human sonseuction, mining, or iluanying activities; includes engineered fill for buAdngs, roads, darns, airport runways, harbor facilities. and .waste landfills REGIONAL GEOLOGIC MAP 1 4,/e G FIGURE 4 Project No.: 19-0351 Project Name: Fullerton Transportation Center • • Y41I LL.I1.l 4..44 r •• • • i . . . '10 • ▪ •• • • iarn • Borehole Site • 30 ..--- UBJECT SITE • _`'6a 7 0 • Depth to ground water in feet Sp 40 • �, Seismic Hazard Zone Report for the Anaheim and Newport Beach 7.5 -Minute Quadrangle Orange County, California - 1997 (Open File Report 03, Updated 2001) HISTORIC HIGH GROUNDWATER MAP • • • •• AT Nol+ke ONE MILE SCALE FIGURE 5 G E lam" 1- This plan was originally prepared by others, GEOQUAKE only added geologic/geotechnical data, and we do not provide any assurance as of its topographical accurancy nor exact presentation. 2 -This plan is part of GEOQUAKE's report 19-0351, and should be interpreted with the complete report for evaluation. This plan should not be handed to contractors without the complete geologic/geotechnical report. RAW FOR PARKING AREA (03.51.) (25.107 EM STNIG ER tNAY FOR CCU win NUM§ WOE 1NRVEY'AT PER 1YG. DATER or nTAMMO CATCH BASA IOTREAIREr4r i EIgsTIHO FUL4ERTON IRAN sTAnoH STRUNG / ////. - f�/-/ // // /// /// ////�//j// LOT AREA 1 SS9'3C'5u'W 596.23' 0 -441L WIT OF WAY Approximately 1 in = 50 ft Project No.: 19-0351 Project Name: Fullerton Transportation Center (43 09 SITE PLAN ELL'TRIccA TRAN40RUEn rasnNG CRI FOR MUD nuC PFOR STRUCTURE 2' 7A N1 20003217E66 O.R. (EIECSlbCAL} sulLOWG BRE R, G (CANOPY] AREA EOsTING tuLcinE E SANTA \EASTNC 12tiL7 SEW7i 20 %E .T 26000217 O.R. S 50 100 LAT.y NY = PROPOSED 5 -STORY HOTEL BB -4 HOTEL TONER FOonPRHYL PRGPOSFO TO inc TRAHrS MISERY D1011NC 5JLLERTOr TRAIN MUSEUM EnsTNG FULLiRTON SRAM MUSEUM PROPOSED 5 HEIGHT WRp1GHT FKRI FENCE 10 IRON MUSEUM TO LEASED STREET LOT AREA 2 FRROMMED ATowAaE6 CATER BARI TE 560104 BIOIREA7cENT E CHI TNANzvTsrosrrlER �R FRI:DOS D 5' HEIGHT/ NROORir IRON FENCE GEOTECHNICAL MAP 200 East Santa Fe Avenue, Fullerton, California Samoan 9ORMMO LEGEND: B-1 Approximate Location of Hollow Stem Borings by GEOQUAKE, INC. 2019 IN -1 Approximate Location of Infiltration Test © by GEOQUAKE, INC. 2019 EAISTRww ER.lLRNG zAletiSEER A E051NE FRE HDRANT BIsIREATMEAn PLANTER BOR. Ek15nSE - ,`�,� 5109 FwE BN(S',m i1. a. ELEVATOR w B-2 MOO' - AuroNATE6 r'�° GATE SYSTEM '�t' r 2315' 1600 '$ 1 �C^ %iy. . PROPOSED 4 -LEVEL PARKING t STRUCTURE 1 ra r-$ 8 NB4'SO'SO- 584,27. 5&40' ORM�115, 61a'rt+tnrs s E%ISt s: NOME' '1 'N M PLATE A GU PROPOSED GRADE 918' 15.77' 21$,33' it I I=1=1 SIDEWALK Ln SF' 111-111 IPIq Cil rlgigli PROPOSED HOTEL BUILDING FF = 164.25 , 1q', ICIn �I qiq i7�q glglqlplq glq�glq�IqlqV llpi,- `" 1WnIEIglp EIATlgllqlF� T �ninglhlF7lgIGII�Lhll�r o- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ML Ln o0 30 60 90 120 EXISTING GRADE Project No.: 19-0351 Project Name: Fullerton Transportation Center ■'ggr�figN�=1�=1CiCN�1['NCN 7�dCdGICNCNCNG� IgIianIpIRMINAUgVVglqV'�Iklf l Iglglglkll�lplrVirinic 9 HT;'�"��glglglql I=II ==q1 Iglpl 11Iorrprrinin��w �� q=�Iql ggl;l=1 I Ii ql,- •11 1= �Iql- = q�lgl� PROPO�Si= In5 r WALKWAY FILL / 188.00' +,h1 PROPOSED B-2 PARKING STRUCTURE HIgP nlglgt= 1=lglgl tkE Iglglglqlql�lqlqlqlqlql -t=1=1=1glglgl ql' 1EIIIMIMIglglplp IGIGIpI3I€111glglglp INTWhglpral 1, 180 210 240 270 300 330 360 DISTANCE IN FEET Horizontal GEOTECHNICAL CROSS-SECTION A -A' Vertical 0 200 E. Santa Fe Avenue, Fullerton, California 390 30 10 SCALE IN FEET A U) ti Li) —r Lf) O 4.4.44. ' 420 450 480 60 PLATE B 20 GE VOILMJ4 Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 APPENDIX B LOG OF BORINGS THE FOLLOWING DESCRIBES THE TERMS AND SYMBOLS USED ON THE LOG OF BORINGS TO SUMMARIZE THE RESULTS OBTAINED IN THE FIELD INVESTIGATION AND SUBSEQUENT LABORATORY TESTING.. DENSITY AND CONSISTENCY The consistency of fine grained soils and the density of coarse grained soils are described on the basis of'the Standard Penetration Test as follows: 41011. FINE GRAINED SOILS Estimated Unconfined COARSE GRAINED SOILS Compressive Strength (Tsf) V Very Loose < 0.25 Very soft 2 Loose 0 3 — 0 5 Soft 2 -- 4 Medium Dense Very dense <4 4-10 10-30 30 — 50 > 50 0.50 —1..0 1 — 2...0 2.0 — 4 > 4.0 Firm (medium) Stiff Very stiff Hard PARTICULE SIZE DEFINITION (As per ASTM D2487 And D4221 Boulder Cobbles Coarse Gravel Fine Gravel Larger than 12 inches .3 to 12 inches .3/4 to 3 inches No.. 4 to 3/4 inches Coarse Sands Medium Sands Fine Sands Silt Clay SOIL CLASSIFICATION 4-8 8-15 15-30 > 30 No. 10toNo.4sieve No.. 40 to No. 10 sieve No.. 200 to 40 sieve Sinn to No, 200 sieve Smaller than 5µm. Soils and bedrock are classified and described based on their engineering properties and characteristics and using ASTM D2487 and D2488 Percentage description of minor components Trace 1-10 % Some 20-35 % Little 10-20 % And or y 35-50 % Stratified soils description Parting 0 to 1/16 inch thick Layer 1/2 to 12 inches thick Seam 1/16 to 1/2 inch thick Stratum > 12 inches thick Page 1 of 2 LOG OF BORING EXPLANATION G VVJAJlq SOIL CLASSIFICATION CHART .---- MAJOR DIVISIONS TYPICAL DESCR€PTIONS IA CL .SSIFiCATIOM CRITERIA GRAPH LETTER `- COARSE GRAINED SOILS IRAN WI Gs Limit ALITLAWN 11104. =cat au GRAVEL. AND GRAVELLY ' SOILS N Et am COARSE FiACTCN 1rE'lAiiLDOR NO. +NCtI!< GRAVELS D-TTT E CR NO FMES) -saw r•i. %W w+ yo a um�onM MIR .. .. Z AIL CIF Dia 2. i Cd' Di —XL- 1 tai 6.uAi:�i'� It tt` i G`t 00 • ❑ Gp FOO1tLYORAOEG GRAVELS. awn. .Sons NRTVRet, Lrr'n= cat no . I�iw ineidrty a above roqqirorronlo GRAW_LS M TH nuESCf ilk= * Cf °a' ; i {� \� 0; . Gm ViTf OlaVELs.. ntxsEL.. SAND •• ilLrrtv[ruR[ • 1 9 Snits Wow "A" lino or Ep - .. - 1'%l�o" '''S i.l GC CUIYl7 mums. =Am.. Imo . CLAY ICmIw - •��"wIl �� obOYm •�• itM IL' 11121 R sAND ANEt SANDY SOILS 11ORET)AA)I'JD'% Of COARSE F i NEVE sums turns OR NOFIRCSI '•' • ;:: SW GRAtlELI.Y E Lmu R@ 0302 °-•GORE * C Cue �- r wo = °ao 11i a cii jri:.•;C• �' �r `. v •;Lw.• 5 P c GRAVELY IgORLY-0AADlO SA7rco• aARa urn E aR ftREa P&A mliiing dolma lsgatrwttlntr SANDS YdTFt FINES CAPINTECAILEEMOM y ,;.•'a •• ) re " r'' 3Ii�1 'treasons, ns,. tIAAro• OAT NLYIVRES ACubor9 genie. be" low A• lino If 1 G4 p $c reri ES �, SAND .CLAYOF M * A• $ Mao shim )In* b Of 1`ri FINE GRAD= SOILS MORE INAII SG% OF MATERIAL LS SMALLER THAN NO. TOG SIEVE Sat • SILTS LJOIAO LOW L CLAYS tmtttw r ?AL. INOIEGAN@ NM ARO VERY FINE RARDR.Y o ENCS 4,AY°REY e.=en.= non PLARTOGGY - - wlr..10 / CL FeORGAeICCLAYS a ItINTO R WPM ARTCITY, GRAVELLY Ewa raArs.:tr eats, YS w 1,01 30 OE. nw FLisr . LYY we la SILTSAND 114NO LOUT CLAYS °REAMIVAN50 MH WORGANC SILTR IMACE W S OR CArOYALEOus FINE SANG ORow,' SCR3 Vi 1.1. El - Chl MORCLORC CLAY? OF $15311 FLAstxrrY W r sp 1. ANI CUTS n c TO N ORGANIC f15a rani weyo- 0H .. t.- .i HIGHLY ORGANIC SOILS i7 trlru t a Li Li 40 40 42t El, pi pELY rt%StHARA SCRS WITH Strong mew or odor and °A►n ?brown iszuko PLASTICITY INDEX 60 50 40 30 20 I I I I I Comparing soils at equal liquid limit: toughness and dry strength increase with increasing plasticity index,. 10 CL --ML. 0 0 3 PA R T ICL E 40 50 60 70 50 90 100 LIQUID LIMIT LABORATORY IEST DESIGNATIONS BR C COR Chl El ER K MC OC PH Bearing Ration Consolidation Corrosion Test Water Soluble Chlorides Expansive Index Electrical Resistivity Permeability Moisture Content Organic Content PH Test PP R S SA SE Sg SO, SV TC 1.1C ADDITIONAL SOIL CLASSIFICATION Fill Ss.. Ms Bdr Sandstone Siltslone Bedrock S I i E L IM ITS Pocket Penetrometer R -Value Direct Shear Sieve Analysis Sand Equivalent Specific Gravity Water Soluble Sulfates Shear Vane Triaxial Compression Unconfined Compression SILT OR CLAY SAND GRAVEL — t t COBBLESI I f BOULDERS FINE MEOrun coensa FINE connsE NO.200 NO. 40 55010 NO Am. 3.. U. S. STANDARD SIEVE 512E n. Page 2 of 2 LOG OF BORING EXPLANATION GE Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-1 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results w u) D o —I E (B 0 riBulk // _Sample Sam le p Modified California Ring Sampler Standard Penetration Test Groundwater Encountered IIII . Rock Core Bit Sam le p> No Recovery Sample Shelby Tube Sample Groundwater Stabilized A 1,4,4Dilatometer 1,.4 Au er Cuttings g Laboratory Packer Results Remrks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Description and Geologic Condition 158 153 148 11, _ 143. 138. 133 128 5 10 15_ 20 25 30 AC -ti ti ti ti PAVEMENT: 2" Asphalt over 22" Aggregate Base 8.4 18.2 27.3 26.8 11.2 99.3 94.8 Fill SAND (Fill): dark brown, fine to medium grained, silty with some fine size gravel and asphalt pieces, loose, moist. " H 15 8 14 6 27 9 10 . SAND (Native): light brown, fine grained, silty, loose, moist. SM . . . as above. CL P>. CLAY: olive brown, low plastic, some fine grained sand to sandy, 15.1:r, medium firm, moist. . . . becomes brown, trace of fine grained sand, stiff, moist. SM SP SAND: brown, fine grained, silty with trace of clay, moist. . . . grayish brown, fine to medium grained, poorly graded with trace to little silt, medium dense, moist. . This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. G E ► '`$L' U -E PLATE B-1 Sheet 1 of 2 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-1 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results D Graphic Log riBulk _Sample Sample p /Modified California Ring Sampler Standard Penetration Test Groundwater Encountered ' IIII . Rock Core Bit Sample p > g No Recovery Sample Shelby Tube Sample Groundwater Stabilized 7-1. // F 3 Auger Cuttings Packer Dilatometer Laboratory Results Remarks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N- Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Descri tion and Geolo is Condition -30 153_ 148 143 138 133 128 35 — 40 45 — 50 — 55 60 H22 " 9 20 22 24 15 16 CL SM CLAY: olive brown, low plastic, little fine grained sand, stiff, moist. 29.9 12.0 11.2 12.7 11.3 107.2 106.8 SAND: light brown, fine grained, silty, micaceous, medium dense, moist. CL }J{ CLAY: olive brown, low plastic, silty, very stiff, moist. SM /. '//}/:: ///////// ///////// ////////// /////////. //// }/}/}i �//7:45;::.'nr�}/� � � SAND: light brown, fine grained, silty, medium dense, moist. . . . becomes grayish brown, fine grained, silty, medium dense, moist. . . . as above. ML SILT: olive brown, low plastic, some fine grained sand, very stiff, moist. Boring terminated at approximately 51.5 feet below existing grade. No Groundwater encountered. Boring backfilled with soils cuttings and patched with asphalt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. G E ► U E ' PLATE B-1 Sheet 2 of 2 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 7, 2019 Log of Exploratory Boring B-2 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 41.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 lbs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results USCS o aE o Eli _Sample 0 //Sampler Bulk Sample Modified California Ring Standard Penetration Test Groundwater Encountered III y Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized ' , �: Au er Cuttings Packer Dilatometer Moisture v Content - % - 0 o Dry Unit Weight o o -pcf- `< Remarks Other Tests Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Subsurface Material Description and Geologic Condition 158 153_ 148 143 138 133 128 5 10 15__ 20 25 30 Ac .ti.ti.ti.ti.. PAVEMENT: 2" Asphalt over 22" Aggregate Base 19.6 16.3 14.7 19.8 16.3 22.1 18.4 17.8 22.3 19.5 6.0 96.5 96.6 102.0 99.8 110.7 El c 200W 25.4% s 200W 6.2% " H7 " _ H 33 H 29 — 7 6 30 8 14 g 28 5 5 20 22 19 Fill SILT (Fill): light brown, low plastic, some fine grained sand and little medium firm, moist. clay, sM SAND (Native): light brow rained, silty, loose, moist. .. as above . silty to clayey. ML SILT: brown, low plastic, sandy fine grained, little clay, very stiff, moist CL CLAY: brown, low plastic, silty, firm to stiff. 4 . . . becomes stiff. . . . becomes olive brown, sandy fine grained, firm to stiff. . . . becomes sandy fine grained to silty, very stiff. . . , becomes sandy fine to medium grained. SP Ii SAND: grayish brown, fine to medium grained, little silt, medium dense, moist. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE T T �J = �L._ PLATE B-2 Sheet 1 of 3 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-2 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 lbs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results USCS Graphic Log //Modified 0 Bulk Sample California Ring Sampler Standard Penetration Test III . Rock Core Bit Sample No Recovery Sample I Shelby Tube Sample Groundwater Stabilized ' , : Au er Cuttings Packer Dilatometer Moisture v Content - % - 0 o Dry Unit Weight o o -pcf- `< Remarks Other Tests Sample Type Field N Blows/ft Equivalent SPT N- Blows/ft Subsurface Material Description and Geologic Condition 123 118_ 148_ 143 138 98 93 35 " — " 55 12 26 14 37 17 SP i SAND: grayish brown, fine to medium grained sand, poorly graded, 2.7 11.1 4.0 21.6 21.2 21.0 10.0 7.2 15.3 5.1 108.3 105.5 106.7 104.4 99.1 SA, S 200W 58.1% 200W 5.1% C Att.L SA 200W 5.2% trace to little silt, dense, moist. ML SILT: light olive brown, low plastic, sandy fine grained sand, very stiff, moist. SP ii SAND: grayish brown, fine grained, poorly graded, trace to little silt and mica, medium dense, moist. CL CLAY: brown, low plastic, silty, stiff, moist. . . . as above, little fine grained sand. . . , as above 40 45_ 50 55 60 " H50/5" H19 13 49 40 26 13 33 34/5" SM SP € i' . . . . . . . . . . SAND: brown, fine grained, silty, dense, little to trace of mica, moist. . . , becomes with little to some silt, little mica, very dense . . . becomes grayish brown, trace of silt, fine to medium grained, medium dense. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. �� PLATE B-2 Sheet 2 of 3 - >s -s- Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-2 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 lbs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results USCS Graphic Log //Sampler Bulk Sample Modified California Ring Standard Penetration Test Samole Groundwater Encountered ❑ III y Rock Core Bit Sample No Recovery Sample I Shelby Tube Sample Groundwater Stabilized ' > : Au er Cuttings Packer Dilatometer Laboratory Results Remarks O her Tests Sample Type Field N Blows/ft Equivalent SPT N- Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Description and Geologic Condition 93 88 83 78 73 _ 68 63 65 70_ 75 80_ 85 90 H 55/6" 39 33 37/6" ML SILT: olive brown, low plastic, little to some fine grained sand, hard, 24.6 8.0 20.4 99.8 Att.L SA moist. SP ii SAND: grayish brown, fine to medium grained, trace to little silt, dense, very moist. CL CLAY: dark gray, low plastic, trace of fine grained sand, hard, very Moist. Free water on sampler N Boring terminated a i i ,`'• °" ately 72 feet below existing grade. Groundwater encountered at 71.5 feet below existing grade. Boring backfilled with soils cuttings and patched with asphalt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE T T �J = -L,_ PLATE B-2 Sheet 3 of 3 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-3 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 41.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results cn cn 3 E a Es 0 riBulk // _Sample Sample ' p Modified California Ring Sampler Standard Penetration Test Groundwater Encountered l IIII . Rock Core Bit Sample p > g No Recovery Sample Shelby Tube Sample Groundwater Stabilized 7 A PI F # •4 Auger Cuttings s Packer Dilatometer Laboratory Results Remarks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Description and Geologic Condition 158 153_ 148 143. 138. 133 128 5 10 15 20 25 - 30 " " H 12 4 18 9 17 8 12 11 AC -ti ti ti ti PAVEMENT: 2" Asphalt over 22" Aggregate Base 10.0 4.8 24.3 17.8 16.9 105.5 97.2 105.4 :y:{:{:{: Fill SAND (Fill): dark brown, fine to medium grained, silty with some fine size gravel and asphalt pieces, loose, moist. SAND (Native): light brown, fine grained, little to some silt, loose, SP moist. . . . as above. CL p>., CLAY: brown to dark brown, low to medium plastic, little fine grained Me 415 . sand, stiff, moist. . . . becomes sandy fine grained. . . . becomes silty with trace of fine grained sand, stiff, moist. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. rJ s i1 r1 ( J `$L' PLATE B-3 Sheet 1 of 2 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-3 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results C.) D Graphic Log riBuik _Samole Sam le p /Modified California Ring Sampler Standard Penetration Test Groundwater Encountered IIII . Rock Core Bit Sam le p> No Recovery Sample Shelby Tube Sample Groundwater Stabilized // F•4 Auer Cuttin s g g Packer Dilatometer Laboratory Results Remrks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N- Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Descrption and Geologic Condition 30 153 148_ 143 138 133 128 35 40 45 50 55 60 H30 29 9 20 SP ..'_ .1 SAND: grayish brown, poorly graded fine grained, trace to little silt, 2.9 15.2 19.4 107.8 medium dense, moist. . . . becomes clayey ML /// ,/r,//.//. ./r/r}i //,fir }%}e / / SILT: light brown, low plastic, sandy fine grained, stiff, moist. CL CLAY: olive brown, low plastic, silty with trace of fine grained sand, little mica, very stiff, moist. Boring terminated at approximately 41.5 feet below existing grade. No Groundwater encountered. Boring backfilled with soils cuttings and patched with asphalt. This boring log describes soil conditions at the specific location and date indicated only. Itdoes not represent other locations or dates. G E ► ti. E PLATE . Sheet B-3 2 of 2 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 7, 2019 Log of Exploratory Boring B-4 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 41.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results Graphic Log riBulk —Standard Sample Modified California Ring /Sampler Penetration Test Samole Groundwater Encountered IIII . Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized , /' I Auger Cuttings Packer Dilatometer Laboratory Results Remrks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft cn cn D Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Description and Geologic Condition 158 153_ 148_ 143. 138. 133 128 5 10 15 20 25 30 AC ....ti....... PAVEMENT: 2" Asphalt over 22" Aggregate Base 7.1 8.4 8.3 11.3 11.0 21.2 19.5 22.0 17.6 9.0 119.7 119.1 117.3 110.5 104.3 SA " " H59 6 31 15 15 4 21 40 Fill ___ SAND (Fill): brown, fine to medium grained, some fine semi -angular 1/2"), gravel (up to loose, moist. . . . becomes dark grayish brown, small glass pieces, fine brick pieces, some clay, medium dense, moist. . . . becomes dark brown, fine grained, silty, trace of gravel, medium - dense, moist. . . . as abov . . . becomes Tayey, pieces of asphalt. H 12 8 SM SAND: light brown, fine to medium grained, silty, loose, moist. H 32 — H24 11 10 24 21 16 CL _.,_,,,A, SP CLAY: light brown, low plastic, sandy fine grained, stiff, moist. . . . becomes very stiff. . . . becomes stiff. . . . becomes silty to sandy fine grained, very stiff. is€ SAND: grayish brown, fine to medium grained, trace to little silt, _ medium dense, moist. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE T T �J J - PLATE B-4 Sheet 1 of 3 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 7, 2019 Log of Exploratory Boring B-4 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results D Graphic Log [7Bulk //Modified _Sample Sample California Ring Sampler Standard Penetration Test Groundwater Encountered t.q ,i IIII . Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized nAu ttings /' : Packer Dilatometer Moisture v Content - % - (D o v Dry Unit Weight o -pcf- Remarks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N- Blows/ft Subsurface Material Descrption and Geologic Condition 123 118_ 148_ 143. 138 98 93 35 40 45 50 55 60 H H50 " " H23 61 8 29 14 31 32 50/5" 39 41 19 15 34 34/5" SP II SAND: grayish brown, fine to coarse grained, poorly graded, trace of 1.1 16.1 21.2 26.9 22.4 11.3 6.0 2.4 10.2 2.2 112.5 106.6 102.7 116.1 118.4 SA SA C, Att.L SA 200W 5.5% S silt, dense, moist. ML SILT: light olive brown, low plastic, some fine grained sand, very stiff, moist. . . . sandy fine to medium grained. CL CLAY: olive brown, low plastic, trace to little fine grained sand, stiff, moist. . . . little fine grained sand, silty, stiff, moist. SM SP SAND: brown, fine grained, silty with little clay, dense, moist. . . . becomes silty. . . . becomes grayish brown, fine to coarse grained, trace of silt, _ medium, dense, moist. . . . becomes very dense, silty. .. as above, dense, trace of silt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE T T �J J - - PLATE B-4 Sheet 2 of 3 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-4 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results D Graphic Log [7Bulk //Modified —Standard Sample California Ring Sampler Penetration Test Sample Groundwater Encountered t.q ,i IIII . Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized nAu ttings // : Packer Dilatometer Moisture v Content - % - (D o v Dry Unit Weight o -pcf- Remarks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Subsurface Material Description and Geologic Condition 93 88 83 78 73 68 63 65 70 75 80 85 90 _ 39 38 25 28 SP SM . . . as above, poorly graded fine grained, trace to little silt. SAND: olive brown, fine to me. • .rained, silty, micaceous, dense, 1.3 15.3 25.1 24.9 SA 200W 77% moist to very moist. ML SILT: dark olive gray, low plastic, little fine grained sand, very stiff, moist to very moist. Free water on sampler. . . . as above. Boring terminated at approximately 75 feet below existing grade. Groundwater encountered at 71.5 feet below existing grade. Boring backfilled with soils cuttings and patched with asphalt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE T T �J J - PLATE B-4 Sheet 3 of 3 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-5 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 41.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 lbs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results USCS Graphic Log //Sampler 0 Bulk Sample Modified California Ring Standard Penetration Test ' IIII y Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized 7 /' R4te' 14 Au er cuttings Packer Dilatometer Laboratory Results Remarks Other Tests Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Description and Geologic Condition 158 153_ 148_ 143 138 133 128 5 10 15 20 25 — 30 AC ti ti ti ti ti PAVEMENT: 3" Asphalt over 9" Aggregate Base 12.3 19.3 3.1 33.3 23.0 10.1 117.8 97.0 93.4 108.1 r•r•r•r•r H 12 8 Fill SAND (Fill): dark brown, fine to coarse grained, clayey, loose, moist. " " H 7 8 5 23 16 5 5 15 ML SP SILT (Native): light brown, low plastic, sandy fine to medium grained, medium firm, moist. ::• SAND: light yellowish brown, little fine grained, loose, moist. CL as CLAY: brown, low plastic, little fine grained sand, medium firm, very AVM' moist. .? . . , as above, very moist. { SM ;. SAND: light brown, fine grained, silty, medium dense, moist. �Y This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. T T 7 J PLATE B-5 Sheet 1 of 2 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-5 Drilling Contractor: Drilling Method: Drill Rig Type: Hammer Weight/Drop: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A 140 lbs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results USCS Graphic Log = 0 Bulk Sample Modified California Ring Standard Penetration Test riNo IIII . Rock Core Bit Sample Recovery SampleXPacker Shelby Tube Sample Groundwater Stabilized PIPI •4 F•41 Auger Cuttings Dilatometer Laboratory Results Remarks Oher Tests Sample Type Field N Blows/ft Equivalent SPT N- B l ows/ft Moisture Content - % - Dry Unit Weight - cf- Subsurface Material Description and Geologic Condition -30 153 148 143 138 133 128 35 40 45 50 55 60 H 29 18 14 19 SP SAND: light grayish brown, fine to medium grained, trace to little silt, 1.8 23.3 22.6 111.6 Att.L medium dense, moist. . . . becomes clayey //XV/. ',V CL CLAY: brown, low plastic, sand fine rained, very stiff, moist. ... becomes dark olive brown, trace of fine grained sand, stiff. TI Boring ermina e a approximately 41.5 feet below existing grade. No Groundwater encountered. Boring backfilled with soils cuttings and patched with asphalt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. ` T T lJ PLATE B-55 Sheet 2 of 2 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-6 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 41.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results cn D Graphic Log riBulk //Sampler _Sample Sample Modified California Ring Standard Penetration Test Groundwater Encountered IIII . Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized , /' : Auger Cuttings Packer Dilatometer Laboratory Results Remrks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Description and Geologic Condition 158 153_ 148_ 143. 138 133 128 I AC .ti....... r:.vp •r PAVEMENT: 3" Asphalt over 9" Aggregate Base 11.9 5.5 18.8 21.4 6.7 21.2 103.3 95.7 100.5 200W 30% 200W 73.2% = Fill SAND (Fill): dark brown, fine grained, clayey, loose, moist. 5 10 - 15 20 25 30 H 10 " H 14 13 13 7 7 9 9 r ML SM SILT: brown, low plastic, clayey, trace of fine grained sand, medium firm, moist. F SAND: becomes yellowish brown, fine to medium grained, silty, loose moist. SILT: brown, low plastic, clayey with little fine grained sand, stiff, moist. ML CL CLAY: brown, low plastic, trace to little fine grained sand, stiff, moist. SM € SAND: light yellowish brown, fine grained, silty, moist. CL r, CLAY: brown, low plastic, silty, medium firm, moist. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE T T �J J - G PLATE B-6 Sheet 1 of 2 Project Name: Fullerton Transportation Center Project Number: 19-0351 Project Location: 200 E. Santa Fe Avenue, Fullerton, CA Date Drilled: June 6, 2019 Log of Exploratory Boring B-6 Drilling Contractor: One Way Drilling Ground Elevation: Approx. 158' MSL Logged By: Z.Y. Drilling Method: Hollow Stem Boring Depth: 51.5 FT Checked By: Z.Y. Drill Rig Type: CME-85 Boring Diameter: 8 inch Groundwater Depth: N/A Hammer Weight/Drop: 140 Ibs/30 in Boring Backfill / Cap: Soil Cuttings/AC Patch Elevation - ft - Depth - ft - Field Results USCS Graphic Log [7Bulk //Modified Sample California Ring Sampler Standard Penetration Test Samole Groundwater Encountered t.q ,i 1111 . Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized nAu ttings // : Packer Dilatometer Moisture Content - % - CD 0 Dry Unit Weightcn o -pcf- Remarks & Other Tests Sample Type Field N Blows/ft Equivalent SPT N- Blows/ft Subsurface Material Descri tion and Geolo is Condition -30 153 148_ 143 138 133 128 35_ 40 45 50- 55 60 H _ — 52 21 11 22 100 35 SP €€ SAND: light grayish brown, fine to medium grained, trace to little silt, 2.1 23.6 19.6 13.9 10.6 111.1 200W 7.1% 200W 59.8% dense, moist. . . . becomes clayey CL / %` %%' CLAY: light olive brown, low plasti • - some fine grained sand, very stiff, moist. . . . some fine grained sand to sandy, stiff. ML € SP €' IMIM SILT: dark brown, low plastic, sandy fine grained, medium dense, moist. SAND: grayish brown, fine to medium grained, trace to little silt, very dense, moist. Boring terminated at approximately 51.5 feet below existing grade. No Groundwater encountered. Boring backfilled with soils cuttings and patched with asphalt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE T T �J - G PLATE B-6 Sheet 2 of 2 Project Name: Project Number: Project Location: Date Drilled: Fullerton Transportation Center 19-0351 200 E. Santa Fe Avenue, Fullerton, CA June 7, 2019 Log of Exploratory Boring B-7 Drilling Contractor: Drilling Method: Drill Rig Type: Hammer Weight/Drop: One Way Drilling Hollow Stem CM E-85 140 lbs/30 in Ground Elevation: Boring Depth: Boring Diameter: Boring Backfill / Cap: Approx. 158' MSL Logged By: Checked By: 8 inch Groundwater Depth: Soil Cuttings/AC Patch 5 FT Z.Y. Z.Y. N/A Elevation - ft - Depth - ft - Field Results It Graphic Log // _Samole Bulk Sample Modified California Ring Sampler Standard Penetration Test Groundwater Encountered ' I III y Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized 7 11.4 Au er Cuttings Packer Dilatometer Laboratory Results Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Descri•tion and Geolo•ic Condition 158 153 148 143 138 133 128 5 10 15_ 20- 25 30 PAVEMENT: 3" Asphalt over 9" Aggregate Base 12.8 94.5 I grained Fill CLAY (Fill): light brown, low plastic, silty with trace of fine grained sand. . . . as above. Boring terminated at approximately 5 feet existing grade. No Groundwater encountered. Boring backfilled with soils cuttings and patched by cold asphalt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE U - L PLATE B-7 Sheet 1 of 1 _< Project Name: Project Number: Project Location: Date Drilled: Fullerton Transportation Center 19-0351 200 E. Santa Fe Avenue, Fullerton, CA June 7, 2019 Log of Exploratory Boring B-8 Drilling Contractor: Drilling Method: Drill Rig Type: Hammer Weight/Drop: One Way Drilling Hollow Stem CM E-85 140 lbs/30 in Ground Elevation: Boring Depth: Boring Diameter: Boring Backfill / Cap: Approx. 158' MSL Logged By: Checked By: 8 inch Groundwater Depth: Soil Cuttings/AC Patch 5 FT Z.Y. Z.Y. N/A Elevation - ft - Depth - ft - Field Results It Graphic Log // _Samole Bulk Sample Modified California Ring Sampler Standard Penetration Test Groundwater Encountered ' I III y Rock Core Bit Sample No Recovery Sample Shelby Tube Sample Groundwater Stabilized 7 11.4 Au er Cuttings Packer Dilatometer Laboratory Results Sample Type Field N Blows/ft Equivalent SPT N-Blows/ft Moisture Content - % - Dry Unit Weight - pcf - Subsurface Material Descri•tion and Geolo•ic Condition 158 153 148 143 138 133 128 5 10 15_ 20- 25 30 PAVEMENT: 3" Asphalt over 9" Aggregate Base 15.6 95.9 I grained Fill CLAY (Fill): light brown, low plastic, silty with trace of fine grained sand. . . . as above. Boring terminated at approximately 5 feet existing grade. No Groundwater encountered. Boring backfilled with soils cuttings and patched by cold asphalt. This boring log describes soil conditions at the specific location and date indicated only. It does not represent other locations or dates. GE �V - L PLATE B-8 Sheet 1 of 1 _< Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 APPENDIX C LABORATORY TESTING RESULTS GEPW_J_-,, Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 Laboratory Testing Procedures and Test Results Soil Classification Soils encountered within the property were classified and described using the visual -manual procedures of the Unified Soil Classification System, and in general accordance with the Test Method ASTM D2488-09. The assigned group symbols are presented in boring logs in Appendix B. Consolidation Tests Consolidation tests were performed on selected, relatively undisturbed ring samples. Samples were placed in a consolidometer and loads were applied in geometric progression. The percent consolidation for each load cycle was recorded as the ratio of the amount of vertical compression to the original 1 -inch height. The consolidation pressure curves are presented in the test data. Moisture and Density Determination Tests Moisture content and dry density determinations were performed on relatively undisturbed samples obtained at selected depths in general accordance with ASTM Test Method D2216 and D2937, respectively. The results of these tests are presented in the boring logs. Where applicable, only moisture content was determined from "undisturbed" or disturbed samples. Grain Size Tests Typical materials were subjected to mechanical grain -size analysis by sieving from U.S. Standard brass screens (ASTM Test Method D422). Hydrometer analyses were performed where appreciable quantities of fines were encountered. The data was evaluated in determining the classification of the materials. The grain -size distribution curves are presented in the test data and the Unified Soil Classification (USCS) is presented in both the test data and the boring and/or trench logs. Direct Shear Tests Direct shear tests were performed on selected remolded and/or undisturbed samples, which were p soaked for a minimum of 24 hours under a surcharge equal to the applied normal force during testing. After transfer of the sample to the shear box, and reloading the sample, pore pressures set up in the sample due to the transfer were allowed to dissipate for a period of approximately 1 -hour prior to application of shearing force. The samples were tested under various normal loads, a motor -driven, strain -controlled, direct -shear testing apparatus at a strain rate of less than 0.001 to 0.5 inches per minute (depending upon soil type). The test results are presented in the test data. :mple L ,coon Sample Description Friction Angle (degrees) Apparent Cohesion (psf) B-2 @ 25 feet CLAY: Low plastic with little fine grained sand. 24.5 558 B-2 @ 30 feet SAND: Poorly Graded with trace of silt 32.6 12 B-2 @ 60 feet CLAY: Low plastic silty silt with trace fine grained sand. 30.5 387 B-4 @ 25 feet CLAY: Low plastic sandy fine grained. 28.5 288 B-4 @ 50 feet SAND: fine to coarse grained. 33.4 10 C-1 G ,S)Ag Ali I Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 Percent Fines (< No. 200): Selected soil samples were wash sieved through a No. 200 U.S. Standard brass sieve in accordance with ASTM Test Method D1140 to determine the percent of fine particles and to aid in the soil classification utilizing the Unified Soil Classification method. Test results are summarized on the boring logs in Appendix B. Expansion Index Tests The expansion potential of selected materials was evaluated by the Expansion Index Test, ASTM D4829. Specimens are molded under a given compactive energy to approximately the optimum moisture content and approximately 50 percent saturation or approximately 90 percent relative compaction. The prepared 1 -inch thick by 4 -inch diameter specimens are loaded to an equivalent 144 psf surcharge and are inundated with tap water until volumetric equilibrium is reached. The results of these tests are presented in the table below: Sample Sample Description Location /Expansion Expansion Index Potential B-2 @ 0-5 feet SILT, brown, low plastic, clayey with little fine 25 Low grained sand. B-2 @ 0-5 feet SAND, brown, fine to coarse grained, clayey. 16 Very Low Corrosivity Test Electrical conductivity, pH, and soluble chloride tests were conducted on representative samples and the results are provided below and attached: Sample Location Sample Description Soluble Electrical Chloride Resistivity PH (CAL.422) (CAL.643) (CAL.747) ppm (ohm -cm) Potential Degree of Attack on Steel B-1 @ 0-5 feet SAND, fine grained, silty 46 2,140 7.1 Moderate B-6 @ 0-5 feet SAND, fine grained, clayey 66 1,000 7.2 Very Severe Soluble Sulfates The soluble sulfate contents of selected samples were determined in accordance with California Test Method 417. The test results are presented in the table below: Sample Location Sample Description Water Soluble Sulfate Potential Sulfate in Soil Content Degree of (% by Weight) (ppm) Sulfate Attack B-1 @ 0-5 feet SAND, fine grained, silty 0.0150 150 Negligible B-6 @ 0-5 feet SAND, fine grained, clayey 0.0230 230 Negligible Sulfate Exposure Categories and Classes (Adopted from ACI 318R.14, Table 19.3.1.1 C-1 Project No.: 19-0351 Fullerton Transportation Center Water -Soluble Sulfate in Dissolved Sulfate in Potential Degree Class Soil Water of Attack on by mass ppm Concrete* SO SO4 < 0.10 SO4 < 150 Negligible S1 0.10 <SO4 < 0.20 150 < SO4 < 1,500 Moderate S2 0.20 < SO4 < 2.0 1,500 < SO4 < 10,000 Severe S3 2.0 < SO4 10,000 < SO4 Very Severe August 20, 2019 Based on the current version of ACI 318 Building Code, Table No. 19.3.1.1, Requirement for Concrete Exposed to Sulfate -Containing Solutions. Soil Sensitivity Soil sensitivity is a ratio of peak undrained shear strength to remolded undrained shear strength, without change in water content (Lambe and Whitman, 1969). The sensitivity of tested clay samples is estimated utilizing the pocket penetrometer and torvane test. The undrained shear strength is estimated utilizing the pocket penetrometer and double checked with the torvane on an undisturbed sample, then the same procedure is performed on same materials remolded to same consistency and volume (Peck and Mesri, 1996). Sample Location L B-2 @ 42 feet Sample CLAY, brown, low plastic, Description Sensitivity little fine grained sand B-2 @ 70 feet CLAY, dark gray, low plastic, trace of fine grained sand B-4 @ 40 feet CLAY, olive brown, low plastic, silty with little fine grained sand B-5 @ 35 feet CLAY, brown, low plastic, sandy fine grained Soil sensitivity may also be determined utilizing relationships between Liquidity Index and Effective Vertical Stress at the depth the sample is taken, such relationships are explained in Mitchell and Soga (2005). Sensitivity Indication Table (Modified from Spangler and Handy, 1982) Sensitivity < 1 Descriptive Term Insensitive Slightly Sensitive 1 - 2 3 - 4 Medium Sensitive 51100 Sensitive 9 - 16 Very Sensitive 17 - 32 Slightly Quick 33 - 64 Medium Quick > 64 Quick C-1 GE` U Project No.: 19-0351 Fullerton Transportation Center Atterberq Limits Selected soil samples were tested in accordance with ASTM D4318 to evaluate the Atterberg Limits including soil liquid limits, plastic limits, and the plasticity index, and to aid in the soil classification. The test results are tabulated below and presented below: August 20, 2019 r Sample Location Liquid Limit (%) Plastic Limit (%) Plasticity Index (0/0) USCS Soil Classification B-2 @ 42 feet 45 14 3 CL B-2 @ 60 feet 38 28 0 B-2 @ 70 feet 48 18 30 CL B-4 @ 40 feet 43 14 440‘, 2 CL B-5 @ 35 feet 45 15 CL C-1 GE U Project No.: 19-0351 Project Name: Fullerton Transporation Center 4000 Shear Strength (psf) 3500 3000 2500 2000 1500 1000 500 0 Alp 1500 0 500 1000 2000 Normal Pressure (psf) Material Source: B-2 (a, 25' Material Type: Low Plastic Clay with Little Fine Grained Sand Test Method: ASTM D3080 TEST RESULTS Dry Density: 110.7 pcf Moisture Content Before: 19.5 Moisture Content After: 24.1 Internal Friction: 24.5° Apparent Cohesion: 558 psf 2500 3000 3500 4000 FIGURE C-1 DIRECT SHEAR TEST RESULTS Project No.: 19-0351 Project Name: Fullerton Transporation Center 4000 • 3500 3000 .8 a 2500 s a. c co L tA 2000 _ 6- w c t )1tilIPP, 1500 1000 500 4. • 0 0 500 1000 1500 2000 2500 3000 3500 4000 Normal Pressure (psf) Material Source: B-2 (a, 30' Material Type: Poorly Graded fine grained Sand with Trace of Silt Test Method: ASTM D3080 TEST RESULTS Dry Density: 108.3 pcf Moisture Content Before: 2.7 Moisture Content After: 20 % Internal Friction: 32.6° Apparent Cohesion: 12 psf DIRECT SHEAR TEST RESULTS GE,Y9,141q FIGURE C-2 Project No.: 19-0351 Project Name: Fullerton Transporation Center 4000 • 3500 3000 N 2500 a t cm c m L Y ii " 2000 a t co 1500 1000 500 0 ' 0 500 1000 1500 2000 2500 3000 3500 4000 Normal Pressure (psf) Material Source: B-2 (a� 60' Material Type: Low Plastic Silty Clay with Trace of Fine Grained Sand Test Method: ASTM D3080 TEST RESULTS Dry Density: 99.8 pcf Moisture Content Before: 24.9 Moisture Content After: 27.8 Internal Friction: 30.5° Apparent Cohesion: 387 psf DIRECT SHEAR TEST RESULTS k A 1,4 FIGURE C-3 Project No.: 19-0351 Project Name: Fullerton Transporation Center Shear Strength (psfl 4000 3500 3000 2500 2000 1500 1000 500 0 • 0 500 1000 1500 2000 2500 Normal Pressure (psf) 3000 3500 4000 Material Source: B-4 25' Material Type: Low Plastic Clay Sandy Fine Grained Test Method: ASTM D3080 TEST RESULTS Dry Density: 104.3 pcf Moisture Content Before: 17.6 Moisture Content After: 22.1 Internal Friction: 28.5° Apparent Cohesion: 288 psf DIRECT SHEAR TEST RESULTS GE,Y9,141q FIGURE C-4 Project No.: 19-0351 Project Name: Fullerton Transporation Center N a. rn c ) R m s 4000 3500 3000 2500 Ale 4 \ • 2000 If 1500 1000 500 • „amp" lilt 1 0 500 1000 1500 2000 2500 3000 3500 4000 Normal Pressure (psf) Material Source: B-4 (a, 50' Material Type: Grayish Brown Fine to Coarse Grained Sand Test Method: ASTM D3080 TEST RESULTS Dry Density: 118.4 pcf Moisture Content Before: 10.2 Moisture Content After: 15.0 Internal Friction: 33.4° Apparent Cohesion: 10 psf DIRECT SHEAR TEST RESULTS GE"R9A.Wq FIGURE C-5 Project No.: 19-0351 Project Name: Fullerton Transportation Center 0 • - 2 N Water 4 Added 1600 at psf 4 11/4 6 0 Z 8 46 II c • vo ....,,_ 010 -,,,, ii °I 2 `14 ._ ' 0 U 14 16 411, 18 r 20 - 0.1 1 10 100 Load (ksf) Material Source: B-2 @ 5' Material Type: SAND: light borwn, fine grained, silty, loose Test Method: ASTM D2435 FIGURE C-6 CONSOLIDATION / COLLAPSE TEST RESULTS GF J JJ Project No.: 19-0351 Project Name: Fullerton Transportation Center 0 2 • N Water 4 4 Added at 1600 psf j 6 , 0 c8 co 10 tii of 0 To' yl 2 ' c 0 U 14 16 18 *grall4 20 Illr 0.1 ill 1 10 100 Load (ksf) Material Source: B-2 @ 40' Material Type: CLAY: borwn, low plastic, silty, stiff Test Method: ASTM D2435 FIGURE C-7 CONSOLIDATION / COLLAPSE TEST RESULTS GE 1.)9141(f Project No.: 19-0351 Project Name: Fullerton Transportation Center 0 • Water lir 2 Added 1600 • at psf 6 • 0 c8 L U) 010 P NI 2 140I . c 0 U 14 16 18 lir 20 0.1 1 10 100 Load (ksf) Material Source: B-4 @ 10' Material Type: SAND (Fill): Dark olive borwn, fine grained, silty Test Method: ASTM D2435 CONSOLIDATION / COLLAPSE TEST RESULTS GE,Y9,141q FIGURE C-8 Project No.: 19-0351 Project Name: Fullerton Transportation Center n Cons�lidatio_n Strain (%) D CO O) - N) O CO O) -P N) G i i , i i i Water Added at 1600 psf } lilierid zu 0.1 L1 10 100 Load (ksf) Material Source: B-4 @ 40' Material Type: CLAY: Olive borwn, low plastic, little fine grained sand, silty, stiff. Test Method: ASTM D2435 FIGURE C-9 CONSOLIDATION / COLLAPSE TEST RESULTS GEj I..l Project No.: 19-0351 Project Name: Fullerton Transportation Center 100 90 80 I- 0170 �60 co W50 z U- z40 w 0 w30 0 20 10 0 1 GRAVEL SAND FINES U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3" 11/2' 3/4" 3/8" #4 #10 #30 #60 #100 #200 • • • •• 1 1111k- )0 10 1 0.1 0.01 0.00 PARTICLE SIZE IN (MM) Material Source: B-2 @ 45' Material Type: Brown, fine to medium grained, some silt Test Method: ASTM D422-63 GRAIN SIZE ANALYSIS FIGURE C-10 lu Project No.: 19-0351 Project Name: Fullerton Transportation Center 100 90 80 I- 0170 �60 co W50 z U- z40 w 0 w30 0 20 10 0 1 GRAVEL SAND FINES U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3" 11/2' 3/4" 3/8" #4 #10 #30 #60 #100 #200 • • • •• )0 10 1 0.1 0.01 0.00 PARTICLE SIZE IN (MM) Material Source: B-2 @ 65' Material Type: Brown, fine to medium grained sand with trace of silt Test Method: ASTM D422-63 GRAIN SIZE ANALYSIS 1 FIGURE C-11 lu Project No.: 19-0351 Project Name: Fullerton Transportation Center 100 90 80 I- 0170 �60 co W50 z U- z40 w 0 w30 0 20 10 0 1 GRAVEL SAND FINES U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3" 11/2' 3/4" 3/8" #4 #10 #30 #60 #100 #200 11. )0 • 1 0.1 0.01 0.00 PARTICLE SIZE IN (MM) Material Source: B-4 @ 15' Material Type: Brown, fine to medium grained sand, silty Test Method: ASTM D422-63 GRAIN SIZE ANALYSIS 1 FIGURE C-12 G IU Project No.: 19-0351 Project Name: Fullerton Transportation Center 100 90 80 I- 0170 �60 co W50 z U- z40 w 0 w30 0 20 10 0 1 GRAVEL SAND FINES U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3" 11/2' 3/4" 3/8" #4 #10 #30 #60 #100 #200 • • • •• _ 1 )0 10 1 '11...-` 0.1 0.01 0.00 PARTICLE SIZE IN (MM) Material Source: B-4 @ 30' Material Type: Grayish brown, fine to coarse grained, trace of silt Test Method: ASTM D422-63 GRAIN SIZE ANALYSIS 1 FIGURE C-13 lu Project No.: 19-0351 Project Name: Fullerton Transportation Center 100 90 80 I- 0170 �60 co W50 z U- z40 w 0 w30 0 20 10 0 1 GRAVEL SAND FINES U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3" 11/2' 3/4" 3/8" #4 #10 #30 #60 #100 #200 • • • •0- 11 *14111 )0 10 1 0.1 0.01 0.00 PARTICLE SIZE IN (MM) Material Source: B-4 @ 35' Material Type: Brown, low plastic, sandy fine to medium grained Test Method: ASTM D422-63 GRAIN SIZE ANALYSIS 1 FIGURE C-14 lu Project No.: 19-0351 Project Name: Fullerton Transportation Center 100 90 80 I- 0170 �60 co W50 z U- z40 w 0 w30 0 20 10 0 1 GRAVEL SAND FINES U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3" 11/2' 3/4" 3/8" #4 #10 #30 #60 #100 #200 -0.........\ • • • •• *1411° )0 10 1 0.1 0.01 0.00 PARTICLE SIZE IN (MM) Material Source: B-4 @ 45' Material Type: Brown, fine to medium grained, silty Test Method: ASTM D422-63 GRAIN SIZE ANALYSIS 1 FIGURE C-15 lu Project No.: 19-0351 Project Name: Fullerton Transportation Center 100 90 80 I- 0170 �60 co W50 z U- z40 w 0 w30 0 20 10 0 1 GRAVEL SAND FINES U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3" 11/2' 3/4" 3/8" #4 #10 #30 #60 #100 #200 • • • ••- = / *14111- 111 )0 1 -.....,_ 0.1 0.01 0.00 PARTICLE SIZE IN (MM) Material Source: B-4 @ 65' Material Type: Olive brown, fine to medium grained, silty Test Method: ASTM D422-63 GRAIN SIZE ANALYSIS FIGURE C-16 lu ANAHEIM TESTLAB, INC 196 Technology Drive, Unit D Irvine, CA 92618 Phone (949)336-6544 TO: G EO Q UA KE 950 N. Tustin Ave. Anaheim, CA 92807 DATE: 07/02/2019 P.O. NO: V ERBA L LAB NO: C-3027 SPECIFICATION: CA417/422/643 MATERIAL: SOIL Project No.: 19-0351 Project: I -IC Fullerton pH ANALYTICAL RmoRT CORROSION SERIES SUMMARY OF DATA SOLUBLE SULFATES per CA. 417 ppm SOLUBLE C H LO RIDES p e r CA. 422 ppm MIN. RESIS11V11Y per CA. 643 ohm -cm 1,000 RESPECTFULLY SUBM I I It1) GIGJOC�QS© 4QC� d00 WES BRIDG ER LAB MANAGER Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 APPENDIX D USGS FAULT SOURCE AND SEISMIC DESIGN PARAMETERS ATC Hazards by Location Page 1 of 1 C%TC Hazards by Location Search Information Coordinates: 33.869025, -117.921213 Elevation: ft T i m e st a m p: 2019-08-20T05:59:49.332Z Hazard Type: Seismic Reference Document: ASCE7-10 Risk Category: III Site Class: D MCER Horizontal Response Spectrum Sa(g) 1.50 1.00 0.50 0.00 0 2 4 6 8 Period (s) Basic Parameters Name Ss S, SMS SMi SDS SD1 National Forest Q Los Angeles o Anaheim Long Beach. Irvine Catalina IsI nd Design Horizontal Response Spectrum Sa(g) 1.00 0.80 0.60 0.40 0.20 0.00 Value Description 1.74 MCER ground motion (period=0.2s) 0.632 MCER ground motion (period=1.0s) 1.74 Site -modified spectral acceleration value 0.948 Site -modified spectral acceleration value 1.16 Numeric seismic design value at 0.25 SA 0.632 Numeric seismic design valu 'Additional Information Name Value Description SDC D Seismic design category Fa 1 Siteamplification factor at 0.2s F„ 1.5 Site amplification factor at 1 O CRs 0.99 Coefficient of risk (0.2s) CR, 1.015 Coefficient of risk (1.0s) PGA FPGA 1 Site amplification factor at PGA PGAM 0.646 Site modified peak ground acceleratid Tt, 8 Long -period transition period (s) 0 2 4 Ssti� 1.758 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.784 Factored deterministic acceleration value (0.2s) S1RT 0.632 S1UH 0.62 Probabilistic risk -targeted ground motion (1.0s) Factored uniform -hazard spectral acceleration (2% probability of nce in 50 years) SID 0.634 'Wtored deterministic acceleration value (1.0s) PGAd 0.68 Factored deterministic acceleration value (PGA) it; son Bernardino Riverside 1.74 Probabilistic risk -targeted ground motion (0.2s) aim San Bernardi National F, lzp INEOI The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Desion Web Services. https://hazards.atcouncil.org/ 8/19/2019 Unified Hazard Tool Page 3 of 6 Deaggregation Component Ln N N m x ON N C 0 g-1 Co 0� 0 U o Ln 5 55 �ode ti el<4 65 6 <'S %sPs. • . I S C�osPstO/s 3S riance ' rR AS v,o( 5 55 SS 5 6) de` 6 0,§` 0 5 .. -2.5) � E ▪ E = [-2 .. • E= [-1.5 • E= [-1.. -0.5) ❑ E= [-0.5 .. 0) ❑ E= [0 .. 0.5) • E= [0.5 .. 1) • E= [1 .. 1.5) ▪ E = [1.5 .. 2) ▪ E=[2..2.5) ▪ E= [2.5 .. +00) https://earthquake.usgs.gov/hazards/interactive/ 8/19/2019 Unified Hazard Tool Summary statistics for, Deaggregation: Total Deaggregation targets Return period: 2475 yrs Exceedance rate: 0.0004040404 yr' PGA ground motion: 0.66633511 g Recovered targets Return period: 2947.4787 yrs Exceedance rate: 0.00033927302 yr' Totals Binned: 100 Residual: 0 % Trace: 0.05 Mean (for all sources) r: 9.97 km m: 6.63 co: 1.29 a Mode (largest r -m bin) r: 4.88 km m: 6.53 so: 0.75 a Contribution: 24.29 0/0 Mode (largest Eo bin) Page 4 of 6 https://earthquake.usgs.gov/hazards/interactive/ 8/19/2019 Unified Hazard Tool Page 6 of 6 Deaggregation Contributors Source Set y Source Type r m Lo Ion tat ova bFault.ch Fault 32.96 Puente Hills (Coyote Hills) 2.81 6.69 0.44 117.921°W 3 10.87 19.97 Puente Hills 8.27 7.05 1.08 117.867°W 37.73 4.34 Puente Hills (Santa Fe Springs) 11.62 6.52 1.81 118.018° -.931 .75 2.38 bFault.gr Fault 23.18 Puente Hills (Coyote Hills) 2.81 6.60 0.45 1°W 33.871°N 10.8 Puente Hills 9.09 6.80 1.27 .867°W 33.927°N 37.73 Puente Hills (Santa Fe Springs) 11.62 6.53 118.018°W 3.931°N 307.75 aFault_MoBal Fault 11.25 Elsinore : W 8.50 6.93 1 17 33.930°N 43.42 7.90 aFault aPriori D2.1 Elsinore : W CAmap.21.ch.in (opt) PointSourceFinite: -117.921, 33.901 PointSourceFinite: -117.921, 33.936 CAmap.24.ch.in (opt) PointSourceFinite: -1 PointSourceFinit CAmap.21.gr.in (op PointSourceFinit Fault Grid .95 1.58 117. 5.76 1.41 8. 5.90 1.66 7.88 33.930°N 43.42 5.37 7.68 33.901°N 0.00 3.11 33.936°N 0.00 1.19 id 111 7.59 6.23 5.73 1.43 117.921°W 33.901°N 0.00 3.05 8.46 5.90 1.66 117.921°W 33.936°N 0.00 1.19 3.76 76 1.41 117.921°W 33.901°N 0.00 1.56 CFjiap.24.gr.in (opiL Grid 3.59 PointSourceFinite: -117.921, 33.901 6.33 5.69 1.46 117.921°W 33.901°N 0.00 1.46 aFault_unseg ault 2.09 Elsinore 9.99 7.49 1.44 117.852°W 33.930°N 43.42 2.05 https://earthquake.usgs.gov/hazards/interactive/ 8/19/2019 2008 National Seismic Hazard Maps - Source Parameters Page 1 of 8 2008 National Seismic Hazard Maps - Source Parameters New Search Distance Name in Miles 0.17 Puente Hills (Coyote Hills) 5.26 Elsinore;W+GI+T+J+CM 5.26 Elsinore;W+GI+T 5.26 Elsinore;W+GI 5.26 Elsinore;W+Gl+T+J 5.26 Elsinore;W 7.05 Puente Hills (Santa Fe Springs) 11.98 San Jose 12.01 San Joaquin Hills 12.80 Newport Inlewood`Connected alt 2 a 12.83 Newport Inglewood Connected alt1 12.83 13.68 13.90 14.02 Newport -Inglewood, alt 1 Puente Hills (LA) Chino, alt 1 Chino, alt 2 17.18 Elysian Park (Upper) 19.08 Sierra Madre 19.08 Sierra Madre Connected 19.15 Newport -Inglewood (Offshore) State Pref Slip Dip Dip Slip Rate (degrees) Dir Sense (mm/yr) Rupture Rupture op „>' Bottom (km) Length (km) CA 0.7 26 N 2.8 17 strike CA n/a 84 0 1. 241 slip strike CA n/a NE sli 0 14 CA n/a N 0 14 83 ip strike CA n/a 84 0 16 199 slip 14 46 rust 2.8 15 11 strike 74 NW sli P 0 15 20 23 SW thrust 2 13 27 strike 90 V 0 11 208 slip strike CA Z3 89 0 11 208 slip strike CA 1 88 0 15 65 slip CA 0.7 27 N thrust 2.1 15 22 strike CA 1 50 SW sli P 0 9 24 strike CA 1 65 SW sli P 0 14 29 CA 1.3 50 NE reverse 3 15 20 CA 2 53 N reverse 0 14 57 CA 2 51 reverse 0 14 76 strike CA 1.5 90 V 0 10 66 slip https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 2008 National Seismic Hazard Maps - Source Parameters Page 2 of 8 19.19 Elsinore:GI+T CA 5 90 19.19 Elsinore:Gl+T+J CA n/a 86 19.19 Elsinore:GI+T+J+CM CA n/a 86 19.19 Elsinore:GI CA 5 90 20.15 Raymond CA 1.5 79 20.81 Cucamonga CA 5 45 20.95 Palos Verdes Connected CA 3 90 20.95 Palos Verdes CA 3 21.75 Clamshell-Sawpit CA 0.5 50 22.49 Verdugo 0.5 55 24.78 Hollywood 26.65 Santa Monica Connected alt 2 CA 31.41 Santa Monica Connecte. CA 51 31.41 Santa Monica CA 1 75 33.58 Elsinore:T+J 86 33.58 CA 5 90 CA n/a 85 CA 2 45 35.5 an Jacinto SBV+SJV CA n/a 90 35.55 Sa CA n/a 90 35.55 San Jacinto:SBV 35.55 San Jacinto:SBV+SJV+A+CC+B+SM 35.55 San Jacinto:SBV+SJV+A+C CA 6 90 CA n/a 90 CA n/a 90 ✓ strike 0 slip NE NE V N N NE V NE strike slip strike slip strike slip 0 14 17 78 153 0 195 reverse 0 verse 0 rike slip strike slip strike slip strike slip strike slip strike slip 0.8 0 0 0 0 0 N thrust 0 V V V V strike slip strike slip strike slip strike slip 0 0 0 13 37 14 99 14 16 15 29 17 17 11 93 16 79 18 14 17 127 14 52 16 169 13 18 16 134 16 88 16 45 0.1 15 241 ✓ 0 17 181 https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 2008 National Seismic Hazard Maps - Source Parameters Page 3 of 8 strike slip 35.55 San Jacinto:SBV+SJV+A+CC CA n/a 35.55 San Jacinto;SBV+SJV+A+CC+B CA n/a 36.44 Malibu Coast, alt 1 CA 0.3 36.44 Malibu Coast, alt 2 CA 0.3 37.14 S. San Andreas;CC+BB+NM+SM+NSB+SSB+BG CA n/a 37.14 S. San Andreas;CC+BB+NM+SM CA n/a 37.14 S. San Andreas;BB+NM+SM+NSB+SSB+BG+CO CA n/a 37.14 S. San Andreas;BB+NM+SM+NSB+SSB+BG n/a 37.14 S. San Andreas:BB+NM+SM+NSB+SSB 37.14 5. San Andreas;SM+NSB+SSB+BG+CO CA 37.14 S. San Andreas•SM+NSB CA 37.14 S. San Andre • B+SSB CA 37.14 S. San Andreas;S 37.14 CA n/a CA n/a 3714 CA n/a M+NSB+SSB+BG 37.14 . San Andreas;P . +BB+NM+SM+NSB+SSB CA n/a 37.14 5. San Andreas•PK+CH+CC+BB+NM+SM+NSB 37.14 5. San Andreas•PK+CH+CC+BB+NM+SM 37.14 S. San Andreas:BB+NM+SM CA n/a 90 V 90 V 75 N 74 N 85 V 84 81 90 V V 90 V 86 86 90 V 90 V CA n/a 90 V CA n/a 90 V strike slip 0 strike 0.1 *05 slip strike slip strike slip strike slip strike slip strike slip strike slip 0 0 0 0 0.1 0 16 181 215 8 38 16 38 14 380 14 243 13 390 14 321 ti 0 14 263 sli rike slip strike slip strike slip strike slip strike slip strike slip strike slip strike slip strike slip strike slip strike slip 0.1 13 303 0 0 13 234 13 176 0 13 133 0 14 220 0.1 13 548 0.1 13 479 0.1 13 421 0.1 13 377 0.1 13 342 0 14 184 https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 2008 National Seismic Hazard Maps - Source Parameters Page 4 of 8 37.14 S. San Andreas;CH+CC+BB+NM+SM CA n/a 90 V strike 0 14 306 slip S. San 37.14 CA n/a 86 Andreas;CH+CC+BB+NM+SM+NSB+SSB+BG+CO 37.14 S. San Andreas;SM CA 29 90 V 37.14 S. San Andreas;NM+SM+NSB+SSB+BG+CO CA n/a 84 37.14 S. San Andreas;NM+SM+NSB+SSB+BG CA n/a 83 p strike 37.14 S. San Andreas;NM+SM+NSB+SSB CA n/a 90 0 slip strike slip strike slip strike slip 37.14 S. San Andreas;NM+SM+NSB 37.14 S. San Andreas;NM+SM CA n/a strike V s CA n/a 9 slip strike 37.14 S. San Andreas;CH+CC+BB+NM+SM+NSB+SSB+BG n/a 86 . ip 0 0 0 37.14 S. San Andreas;CH+CC+BB+NM+SM+NSB+SSB V �i 0 sli 37.14 S. San Andreas;CH+CC+BB+NM+SM+NSB 37.14 S. San Andreas.CC+BB+ strike 37.14 S. San Andre. :+NM+SM+NSB+SSB CA n/a 90 V 0 14 322 slip strike 37.14 S. San Andreas•C 90 V 0 14 279 slip 0 0.1 0.1 13 512 0 98 13 340 0 271 13 .213 13 170 14 134 14 442 14 384 14 341 13 449 strike 37.18 San Gabriel CA 1 61 N 0 15 71 I I slip strike 37.47 S. San Andreas;NSB+SSB+BG+CO CA n/a 79 0.2 12 206 slip strike 37.47 S. San Andreas;NSB CA 22 90 V 0 13 35 slip strike 37.47 5. San Andreas;NSB+SSB CA n/a 90 V 0 13 79 slip strike 37.47 5. San Andreas SB+SSB+BG CA n/a 75 0 14 136 slip 37.76 Anacapa-Dume.alt 2 CA 3 41 N thrust 1.2 12 65 40.14 Northridge CA 1.5 35 S thrust 7.4 17 33 40.16 Cleghorn CA 3 90 V strike 0 16 25 slip https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 2008 National Seismic Hazard Maps - Source Parameters Page 5 of 8 40.56 San Jacinto;SJV CA 18 90 V 40.56 San Jacinto:SJV+A CA n/a 90 V 40.56 San Jacinto;SJV+A+C 40.56 San Jacinto:SJV+A+CC 40.56 San Jacinto;SJV+A+CC+B 40.56 San Jacinto:SJV+A+CC+B+SM 40.60 Coronado Bank 44.52 S. San And reas:SSB+BG+CO 44.52 S. San Andreas;SSB 44.52 S. San Andreas;SSB+BG 45.20 Anacapa-Dume, alt 1 45.52 Santa Susana, alt 1 46.71 San Jacinto•A+CC+ 46.71 San Jacinto; CA n/a 90 V CA n/a 90 V CA n/a 90 V CA n/a 90 V CA 3 90 V CA n/a 77 16 90 CA CA strike slip strike slip strike slip strike slip strike slip strike slip strike slip strike slip strike slip 0 0 16 43 17 89 136 16 136 0.1 170 0.1 15 0 9 186 0.2 12 170 0 13 43 0 13 101 45 thrust 0 16 51 CA i 5 55 N reverse 0 16 27 CA n/a 90 V 90 V 46.71 San Jacinto•A+C CA n/a 90 V CA n/a 90 V CA n/a 90 V strike slip strike slip strike slip strike slip strike slip 0.1 15 152 0 17 71 0 17 118 0 16 118 0.1 15 178 CA 1 49 S reverse 0 16 50 52.18 -r altl CA 0.4 58 S reverse 0 19 20 strike 53.64 Sim CA 1 60 1 12 39 slip 58.68 Oak Ridge Connected CA 3.6 53 reverse 0.6 15 94 58.68 Oak Ridge (Onshore) CA 4 65 S reverse 1 19 49 strike 58.90 Rose Canyon CA 1.5 90 V 0 8 70 slip https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 2008 National Seismic Hazard Maps - Source Parameters Page 6 of 8 62.08 San Cayetano 63.97 Elsinore;] 63.97 Elsinore:J+CM 64.56 S. San Andreas;BG+CO 64.56 S. San Andreas;BG 66.35 S. San Andreas;PK+CH+CC+BB+NM 66.35 S. San Andreas;CC+BB+NM 66.35 S. San Andreas;CH+CC+BB+NM 66.35 S. San Andreas;NM 66.35 S. San Andreas;BB+NM 67.38 Helendale-So Lockhart 70.09 Pinto Mtn 71.89 North Frontal (Eas 74.83 Santa Ynez 74.83 Santa Ynez (East) 77. 77. 80.38 .-Loc Woman S.rin•s 81.95 Oak Ri 82.51 Mission Ridge -Arroyo Panda -Santa Ana 83.88 Garlock;GE+GC+GW 83.88 Garlock;GW CA 6 42 N thrust 0 strike CA 3 84 NE 0 slip strike CA 3 84 NE 0 slip CA n/a 72 CA n/a 58 CA n/a 90 CA n/a 90 CA n/a CA 27 90 90 CA CA 90 V strike slip strike slip strike slip strike slip strike slip strike ip strike slip 16 42 19 75 17 118 0.3 12 125 13 56 0.1 245 0 15 0 0 0 0 0 14 15 208 37 15 87 13 114 16 74 CA 0.5 41 S thrust 0 16 27 111 2 CA 2 70 70 S strike slip strike slip 0 0 11 132 13 68 CA 1 55 reverse 1.2 13 78 CA 1 64 N reverse 1 15 44 strike CA 1 90 V sli P 0 13 69 CA 1.5 20 N thrust 5 12 59 strike CA 0.9 90 V sli P 0 13 145 CA 3 32 S thrust 0 8 38 CA 0.4 70 S reverse 0 8 69 CA n/a strike 90 V sli P 0.3 12 256 CA 6 90 V 0.7 14 98 https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 2008 National Seismic Hazard Maps - Source Parameters Page 7 of 8 strike slip strike 83.88 Garlock;GC+GW CA n/a 90 V slip 84.02 San Jacinto;CC+B+SM CA n/a 90 V 84.02 San Jacinto;CC CA 4 90 V 84.02 San Jacinto;CC+B CA n/a 90 V 0.2 77 p strike 84.22 Johnson Valley (No) CA 0.6 90 0 slip 16 35 strik 85.18 San Jacinto;C CA 14 V 0 17 s e 85.21 S. San Andreas:BB CA 34 9 slip strike 85.21 S. San Andreas:PK+CH+CC+BB n/a 90 0.1 ip 85.21 5. San Andreas:CC+BB n V 0 sh strike slip strike slip ke 0 0.4 12 210 0.2 4)frkt 103 16 43 15 50 12 208 15 109 85.21 5. San Andreas;CH+CC+BB CA I/a 90 0 14 171 85.69 Red Mountain CA 56 N reverse 0 14 101 87.56 Landers CA 0.: 90 V 0 15 95 87.58 Burnt Mtn 67 W 89.14 Gravel Hills -Harper Lk CA 0.7 90 V CA 0.6 90 V CA 2 90 V 91.23 d .Emerson-Co..er Mtn CA 0.6 90 V rike slip strike slip strike slip strike slip strike slip strike slip strike slip 0 0 0 0 0 16 21 11 65 15 19 19 20 14 54 91.65 CA 2 46 S reverse 0 14 44 91.69 North CA 1 26 N thrust 1.1 5 51 91.77 Pitas Point (Lower)-Montalvo CA 2.5 16 N thrust 0.4 13 30 93.68 Blackwater CA 0.5 90 V 0 12 60 95.97 Calico -Hidalgo strike slip CA 1.8 90 V 0 14 117 https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 2008 National Seismic Hazard Maps - Source Parameters Page 8 of 8 96.45 S. San Andreas;CO CA 20 90 97.68 Garlock;GE+GC CA n/a 90 97.68 Garlock;GC CA 7 90 98.42 So Sierra Nevada CA 0.1 50 V strike slip strike slip 0.6 V strike I 0 slip V strike slip 11 69 156 111 https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query results. cfm 8/14/2019 Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 DIX E LIQUEFACTIO TTLEM CivilTech Software USA www.civiltech.com LIQUEFACTION ANALYSIS 19-0351 FTC - Liquefaction Analysis Hole No.=B-2 Water Depth=45 ft Surface Elev.=165 Raw Unit Fines (ft)0 S5T Weights5% 5 113 30 9 113 25 6 120 30 20 118 55 15 8 123 NoLq 14 118 NoLq 8 118 NoLq 22 122 NoLq 19 132 NoLq 28 117 4 A 30 37 112 612 119 ff 17 110 5 I. I I I 14 129 NoLq 13 129 NoLq 13 127 NoLq 45 33 115 25 40 109 30 55 114 25 26 110 5 60 55 129 NoLq • Poorly Graded SAN 39 130 5 Soil Description Sandy SILT Silty SAND Sandy SILT Lean CLAY Poorly Graded SAND Sandy SILT Poorly Graded SAND Lean CLAY Silty SAND Poorly Graded SAND 33 130 NoLq Lean CLAY Lean CLAY 75 90 105 Shear Stress Ratio Magnitude=6.54 Acceleration=0.646g Factor of Safety 0 1 5 CRR CSR fs1 Shaded Zone has Liquefaction Potential Settlement 0 (in.) 10 II S = 1.30 in. Saturated — Unsaturat. — GEOQUAKE, INC. B-2 Plate E-1 ********************************************************************************** LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltech.com ********************************************************************************** Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to GEOQUAKE, INC. 8/16/2019 11:19:04 PM Input File Name: D:\GEOQUAKE, INC 2019-1-20\Projects\2019\19-0351 Fullerto PEI\Liquefaction\B -2-Liquefaction.liq Title: 19-0351 FTC - Liquefaction Analysis Subtitle: B-2 Surface Elev.=165 Hole No.=B-2 Depth of Hole= 72.00 ft Water Table during Earthquake= 45.00 ft Water Table during In -Situ Testing= 71.50 ft Max. Acceleration= 0.65 g Earthquake Magnitude= 6.54 Input Data: Surface Elev.=165 Hole No.=B-2 Depth of Hole=72.00 ft Water Table during Earthquake= 45.00 ft Water Table during In -Situ Testing= 71.50 ft Max. Acceleration=0.65 g Earthquake Magnitude=6.54 No -Liquefiable Soils: C are Non-Liq. Soil 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Ishihara / Yoshimine 3. Fines Correction for Liquefaction: Stark/Olson et al.* 4. Fine Correction for Settlement: Post Liquefaction 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, 7. Borehole Diameter, $. Sampling Method, . User request factor of safety (apply to CSR) , User= 1 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gam ®' Fines ft pcf % 0.00 5.00 115.00 55.00 5.00 5.00 113.00 30.00 7.00 9.00 113.00 25.00 10.00 6.00 120.00 30.00 12.00 20.00 118.00 55.00 Ce = 1.25 Cb= 1 Cs= 1.2 sportation Hotel - file:///D1/...02019-1-20/Projects/2019/19-0351%20Fu11erton%20Transportation%20Hote1%20-%20PEI/Liquefaction/B-2%20Liquefy.sum.txt[8/19/2019 11:24:54 PM] 15.00 17.00 20.00 22.00 25.00 27.00 30.00 32.00 35.00 37.00 40.00 42.00 45.00 47.00 50.00 55.00 60.00 65.00 70.00 72.00 8.00 14.00 8.00 22.00 19.00 28.00 37.00 12.00 17.00 14.00 13.00 13.00 33.00 40.00 55.00 26.00 55.00 39.00 33.00 33.00 123.00 NoLiq 118.00 NoLiq 118.00 NoLiq 122.00 NoLiq 132.00 NoLiq 117.00 4.00 112.00 6.00 119.00 58.00 110.00 5.00 129.00 NoLiq 129.00 NoLiq 127.00 NoLiq 115.00 25.00 109.00 30.00 114.00 25.00 110.00 5.00 129.00 NoLiq 130.00 5.00 130.00 NoLiq 130.00 55.00 Output Results: Settlement of Saturated Sands=0.15 in. Settlement of Unsaturated Sands=1.15 in. Total Settlement of Saturated and Unsaturated Sands=1.30 in. Differential Settlement=0.651 to 0.860 in. Depth CRRm CSRfs F.S. S_sat. S_dry Sall ft in. in. in. 0.00 0.26 1.00 0.26 2.00 0.26 3.00 0.26 4.00 0.26 5.00 0.24 6.00 0.29 7.00 0.33 8.00 0.29 9.00 0.28 10.00 0.25 11.00 0.51 12.00 0.71 13.00 0.71 14.00 0.39 15.00 2.00 16.00 2.00 17.00 2.00 18.00 2.00 19.00 2.00 20.00 2.00 21.00 2.00 22.00 2.00 0.42 0.42 0.42 0.42 0.42 0.42 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.40 0.40 0.40 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 1.15 1.15 1.14 1.12 1.05 0.95 0.92 0.90 0.85 0.74 0.45 0.42 0.41 0.40 0.39 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 1.30 1.30 1.29 1.28 1.20 1.10 1.07 1.05 1.01 0.89 0.60 0.57 0.56 0.56 0.54 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 file:///D1/...02019-1-20/Projects/2019/19-0351%20Fullerton%20Transportation%20Hote1%20-%20PEI/Liquefaction/B-2%20Liquefy.sum.txt[8/19/2019 11:24:54 PM] 23.00 2.00 0.40 5.00 0.15 0.35 0.51 24.00 2.00 0.40 5.00 0.15 0.35 0.51 25.00 2.00 0.40 5.00 0.15 0.35 0.51 26.00 2.00 0.39 5.00 0.15 0.35 0.51 27.00 2.00 0.39 5.00 0.15 0.35 0.51 28.00 0.71 0.39 5.00 0.15 0.34 0.50 29.00 0.71 0.39 5.00 0.15 0.34 0.49 30.00 0.70 0.39 5.00 0.15 0.33 0.48 31.00 0.70 0.39 5.00 0.15 0.32 0.47 32.00 0.31 0.38 5.00 0.15 0.29 0.44 33.00 0.34 0.38 5.00 0.15 0.22 0.38 34.00 0.31 0.38 5.00 0.15 0.16 0.32 35.00 0.27 0.37 5.00 0.15 0.10 0.26 36.00 0.36 0.37 5.00 0.15 0.05 0.20 37.00 0.32 0.37 5.00 0.15 0.00 0.15 38.00 2.00 0.36 5.00 0.15 0.00 0.15 39.00 2.00 0.36 5.00 0.15 0.00 0.15 40.00 2.00 0.36 5.00 0.15 0.00 0.15 41.00 2.00 0.35 5.00 0.15 0.00 0.15 42.00 2.00 0.35 5.00 0.15 0.00 0.15 43.00 2.00 0.35 5.00 0.15 0.00 0.15 44.00 2.00 0.34 5.00 0.15 0.00 0.15 45.00 2.00 0.34 5.00 0.15 0.00 0.15 46.00 0.65 0.34 1.90 0.15 0.00 0.15 47.00 0.64 0.34 1.89 0.15 0.00 0.15 48.00 0.64 0.34 1.88 0.15 0.00 0.15 49.00 0.64 0.34 1.87 0.15 0.00 0.15 50.00 0.63 0.34 1.86 0.15 0.00 0.15 51.00 0.63 0.34 1.86 0.15 0.00 0.15 52.00 0.63 0.34 1.85 0.15 0.00 0.15 53.00 0.62 0.34 1.84 0.15 0.00 0.15 54.00 0.44 0.34 1.31 0.14 0.00 0.14 55.00 0.30 0.34 0.89* 0.08 0.00 0.08 56.00 0.62 0.34 1.83 0.02 0.00 0.02 57.00 0.61 0.34 1.83 0.02 0.00 0.02 58.00 0.61 0.33 1.83 0.02 0.00 0.02 59.00 0.61 0.33 1.83 0.02 0.00 0.02 60.00 0.61 0.33 1.83 0.02 0.00 0.02 61.00 2.00 0.33 5.00 0.02 0.00 0.02 62.00 2.00 0.33 5.00 0.02 0.00 0.02 63.00 2.00 0.33 5.00 0.02 0.00 0.02 64.00 2.00 0.32 5.00 0.02 0.00 0.02 65.00 2.00 0.32 5.00 0.02 0.00 0.02 66.00 0.59 0.32 1.83 0.01 0.00 0.01 67.00 0.59 0.32 1.84 0.01 0.00 0.01 68.00 0.58 0.32 1.84 0.01 0.00 0.01 69.00 0.58 0.31 1.85 0.00 0.00 0.00 70.00 0.58 0.31 1.85 0.00 0.00 0.00 71.00 2.00 0.31 5.00 0.00 0.00 0.00 72.00 2.00 0.31 5.00 0.00 0.00 0.00 * F.S.<1, Liquefaction Potential Zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) fife:///D1/...02019-1-20/Projects/2019/19-0351%20Fullerton%20Transportation%20Hote1%20-%2OPEI/Liquefaction/B-2%20Liquefy.sum.txt[8/19/2019 11:24:54 PM] Units: Unit: qc, fs, Stress or Pressure = atm (1.0581tsf); Unit Weight = pcf; Depth = ft; Settlement = in. 1 atm (atmosphere) = 1 tsf (ton/ft2) CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.=CRRm/CSRsf S_sat Settlement from saturated sands S_dry Settlement from Unsaturated Sands Sall Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils file:///D1/...02019-1-20/Projects/2019/19-0351%20Fu11erton%20Transportation%20Hote1%20-%2OPEI/Liquefaction/B-2%20Liquefy.sum.txt[8/19/2019 11:24:54 PM] CivilTech Software USA www.civiltech.com LIQUEFACTION ANALYSIS 19 -0351 -FTC Liquefactin Analysis Hole No.=B-4 Water Depth=45 ft Surface Elev.=164 Raw Unit Fines Soil Description (ft)0 S4PT Wei eight 25 % 21 130 20 15 129 15 40 130 25 - 15 132 30 — 15 8 130 30 11 135 NoLq 21 132 NoLq 10 129 NoLq 16 123 NoLq - 24 117 4 — 30 41 114 6 8 126 60 19 129 60 14 131 NoLq 15 126 NoLq 31 122 25 - 45 34 123 30 32 121 5 65 130 5 39 122 5 — 60 39 125 5 38 132 26 24 138 55 — 75 28 138 55 — 90 — 105 Silty SAND Lean CLAY Poorly Graded SAND Sandy SILT Lean CLAY Silty SAND Poorly Graded SAND Silty SAND Sandy SILT Sandy SILT Shear Stress Ratio 0 `d fs1=1.00 Magnitude=6.54 Acceleration=0.646g Factor of Safety 5 CRR CSR fs1— Shaded Zone has Liquefaction Potential Settlement 0 (in.) 10 I I I I I I S = 1.36 in. Saturated — Unsaturat. — GEOQUAKE, INC. B-4 Plate E-2 ************************************************************************************* LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltech.com ************************************************************************************* Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to GEOQUAKE, INC. 8/16/2019 11:10:54 PM Input File Name: D:\GEOQUAKE, INC 2019-1-20\Projects\2019\19-0351 Fullerto PEI\Liquefaction\B -4-Liquefaction.liq Title: 19 -0351 -FTC Liquefactin Analysis Subtitle: B-4 Surface Elev.=164 Hole No.=B-4 Depth of Hole= 75.00 ft Water Table during Earthquake= 45.00 ft Water Table during In -Situ Testing= 71.50 ft Max. Acceleration= 0.65 g Earthquake Magnitude= 6.54 Input Data: Surface Elev.=164 Hole No.=B-4 Depth of Hole=75.00 ft Water Table during Earthquake= 45.00 ft Water Table during In -Situ Testing= 71.50 ft Max. Acceleration=0.65 g Earthquake Magnitude=6.54 No -Liquefiable Soils: C are Non-Liq. Soil 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Ishihara / Yoshimine 3. Fines Correction for Liquefaction: Stark/Olson et al.* 4. Fine Correction for Settlement: Post Liquefaction 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, 7. Borehole Diameter, $. Sampling Method, . User request factor of safety (apply to CSR) , User= 1 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gam ® Fines ft pcf % 0.00 4.00 128.00 25.00 5.00 21.00 130.00 20.00 7.00 15.00 129.00 15.00 10.00 40.00 130.00 25.00 12.00 15.00 132.00 30.00 Ce = 1.25 Cb= 1 Cs= 1.2 sportation Hotel - file:///D1/...02019-1-20/Projects/2019/19-0351%20Ful1erton%20Transportation%20Hote1%20-%20PEI/Liquefaction/B-4%20Liquefy.sum.txt[8/19/2019 11:16:23 PM] 15.00 17.00 20.00 22.00 25.00 27.00 30.00 32.00 35.00 37.00 40.00 43.00 45.00 47.00 50.00 55.00 60.00 65.00 70.00 75.00 8.00 11.00 21.00 10.00 16.00 24.00 41.00 8.00 19.00 14.00 15.00 31.00 34.00 32.00 65.00 39.00 39.00 38.00 24.00 28.00 130.00 30.00 135.00 NoLiq 132.00 NoLiq 129.00 NoLiq 123.00 NoLiq 117.00 4.00 114.00 6.00 126.00 60.00 129.00 60.00 131.00 NoLiq 126.00 NoLiq 122.00 25.00 123.00 30.00 121.00 5.00 130.00 5.00 122.00 5.00 125.00 5.00 132.00 26.00 138.00 55.00 138.00 55.00 Output Results: Settlement of Saturated Sands=0.49 in. Settlement of Unsaturated Sands=0.87 in. Total Settlement of Saturated and Unsaturated Sands=1.36 in. Differential Settlement=0.679 to 0.896 in. Depth CRRm CSRfs F.S. S_sat. S_dry Sall ft in. in. in. 0.00 0.19 1.00 0.29 2.00 0.40 3.00 0.71 4.00 0.71 5.00 0.71 6.00 0.71 7.00 0.50 8.00 0.71 9.00 0.71 10.00 0.71 11.00 0.71 12.00 0.50 13.00 0.38 14.00 0.31 15.00 0.27 16.00 0.32 17.00 2.00 18.00 2.00 19.00 2.00 20.00 2.00 21.00 2.00 22.00 2.00 0.42 0.42 0.42 0.42 0.42 0.42 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.40 0.40 0.40 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.87 0.86 0.86 0.85 0.85 0.85 0.85 0.84 0.83 0.83 0.83 0.83 0.82 0.79 0.75 0.64 0.54 0.47 0.47 0.47 0.47 0.47 0.47 1.36 1.35 1.35 1.34 1.34 1.34 1.34 1.33 1.32 1.32 1.32 1.32 1.31 1.28 1.24 1.13 1.03 0.96 0.96 0.96 0.96 0.96 0.96 file:///D1/...02019-1-20/Projects/2019/19-0351%20Fullerton%20Transportation%20Hote1%20-%20PEI/Liquefaction/B-4%20Liquefy.sum.txt[8/19/2019 11:16:23 PM] 23.00 2.00 0.40 5.00 0.49 0.47 0.96 24.00 2.00 0.40 5.00 0.49 0.47 0.96 25.00 2.00 0.40 5.00 0.49 0.47 0.96 26.00 2.00 0.39 5.00 0.49 0.47 0.96 27.00 2.00 0.39 5.00 0.49 0.47 0.96 28.00 0.70 0.39 5.00 0.49 0.45 0.94 29.00 0.70 0.39 5.00 0.49 0.44 0.93 30.00 0.69 0.39 5.00 0.49 0.44 0.93 31.00 0.69 0.39 5.00 0.49 0.42 0.91 32.00 0.24 0.38 5.00 0.49 0.37 0.86 33.00 0.29 0.38 5.00 0.49 0.24 0.73 34.00 0.35 0.38 5.00 0.49 0.16 0.65 35.00 0.43 0.37 5.00 0.49 0.12 0.61 36.00 0.36 0.37 5.00 0.49 0.08 0.57 37.00 0.31 0.37 5.00 0.49 0.02 0.51 38.00 2.00 0.36 5.00 0.49 0.02 0.51 39.00 2.00 0.36 5.00 0.49 0.02 0.51 40.00 2.00 0.36 5.00 0.49 0.02 0.51 41.00 2.00 0.35 5.00 0.49 0.02 0.51 42.00 2.00 0.35 5.00 0.49 0.02 0.51 43.00 2.00 0.35 5.00 0.49 0.02 0.51 44.00 0.64 0.34 5.00 0.49 0.01 0.50 45.00 0.64 0.34 5.00 0.49 0.00 0.49 46.00 0.64 0.34 1.87 0.49 0.00 0.49 47.00 0.46 0.34 1.34 0.48 0.00 0.48 48.00 0.63 0.34 1.85 0.47 0.00 0.47 49.00 0.63 0.34 1.85 0.47 0.00 0.47 50.00 0.62 0.34 1.84 0.47 0.00 0.47 51.00 0.62 0.34 1.83 0.47 0.00 0.47 52.00 0.62 0.34 1.83 0.47 0.00 0.47 53.00 0.61 0.34 1.82 0.47 0.00 0.47 54.00 0.61 0.34 1.82 0.47 0.00 0.47 55.00 0.61 0.33 1.82 0.47 0.00 0.47 56.00 0.61 0.33 1.81 0.47 0.00 0.47 57.00 0.60 0.33 1.81 0.47 0.00 0.47 58.00 0.60 0.33 1.81 0.46 0.00 0.46 59.00 0.60 0.33 1.81 0.46 0.00 0.46 60.00 0.59 0.33 1.81 0.46 0.00 0.46 61.00 0.59 0.33 1.81 0.45 0.00 0.45 62.00 0.59 0.32 1.81 0.45 0.00 0.45 63.00 0.59 0.32 1.81 0.44 0.00 0.44 64.00 0.58 0.32 1.82 0.44 0.00 0.44 65.00 0.58 0.32 1.82 0.43 0.00 0.43 66.00 0.58 0.32 1.82 0.43 0.00 0.43 67.00 0.58 0.31 1.83 0.42 0.00 0.42 68.00 0.44 0.31 1.40 0.41 0.00 0.41 69.00 0.36 0.31 1.17 0.37 0.00 0.37 70.00 0.32 0.31 1.03 0.31 0.00 0.31 71.00 0.32 0.30 1.06 0.23 0.00 0.23 72.00 0.33 0.30 1.10 0.16 0.00 0.16 73.00 0.34 0.30 1.14 0.10 0.00 0.10 74.00 0.35 0.30 1.18 0.04 0.00 0.04 75.00 0.36 0.29 1.23 0.00 0.00 0.00 A fife:///D1/...02019-1-20/Projects/2019/19-0351%20Fullerton%20Transportation%20Hote1%20-%2OPEI/Liquefaction/B-4%20Liquefy.sum.txt[8/19/2019 11:16:23 PM] * F.S.<1, Liquefaction Potential Zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Unit: qc, fs, Stress or Pressure = atm (1.0581tsf); Unit Weight = pcf; Depth = ft; Settlement = in. 1 atm (atmosphere) = 1 tsf (ton/ft2) CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor ' ety) F.S. Factor of Safety against liquefaction, F.S.=CRRm/CSRsf S_sat Settlement from saturated sands S_dry Settlement from Unsaturated Sands S_all Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils file:///D1/...02019-1-20/Projects/2019/19-0351%20Ful1erton%20Transportation%20Hote1%20-%2OPEI/Liquefaction/B-4%20Liquefy.sum.txt[8/19/2019 11:16:23 PM] CivilTech Software USA www.civiltech.com LIQUEFACTION ANALYSIS 19 -0351 -FTC Liquefaction Analysis Hole No.=B-6 Water Depth=45 ft Raw Unit Fines (ft)0 S5T Weight30% 7 115 35 10 9 101 30 9 119 73 20 13 124 NoLq 10 110 30 7 127 NoLq 30 35 115 7 21 129 NoLq • 40 11 126 NoLq ff 22 120 60 50 100 117 3 60 70 Soil Description Silty SAND Sandy SILT Lean CLAY Silty SAND Lean CLAY Poorly Graded SAND Shear Stress Ratio Magnitude=6.54 Acceleration=0.646g Factor of Safety 0 1 n,1 5 I fs1=1.00 CRR CSR fs1— Shaded Zone has Liquefaction Potential Settlement 0 (in.) S = 0.86 in. Saturated — Unsaturat. — GEOQUAKE, INC. B-6 Plate E-3 ********************************************************************************** LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltech.com ********************************************************************************** Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to GEOQUAKE, INC. 8/16/2019 11:26:26 PM Input File Name: D:\GEOQUAKE, INC 2019-1-20\Projects\2019\19-0351 Fullerto PEI\Liquefaction\B - 6- Liquefaction.liq Title: 19 -0351 -FTC Liquefaction Analysis Subtitle: B-6 Surface Elev.= Hole No.=B-6 Depth of Hole= 52.00 ft Water Table during Earthquake= 45.00 ft Water Table during In -Situ Testing= 71.50 ft Max. Acceleration= 0.65 g Earthquake Magnitude= 6.54 Input Data: Surface Elev.= Hole No.=B-6 Depth of Hole=52.00 ft Water Table during Earthquake= 45.00 ft Water Table during In -Situ Testing= 71.50 ft Max. Acceleration=0.65 g Earthquake Magnitude=6.54 No -Liquefiable Soils: C are Non-Liq. Soil 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Ishihara / Yoshimine 3. Fines Correction for Liquefaction: Stark/Olson et al.* 4. Fine Correction for Settlement: Post Liquefaction 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, 7. Borehole Diameter, $. Sampling Method, . User request factor of safety (apply to CSR) , User= 1 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gam ® Fines ft pcf % 0.00 5.00 112.00 30.00 5.00 7.00 115.00 35.00 10.00 9.00 101.00 30.00 15.00 9.00 119.00 73.00 20.00 13.00 124.00 NoLiq Ce = 1.25 Cb= 1 Cs= 1.2 sportation Hotel - file:///D1/...02019-1-20/Projects/2019/19-0351%20Fu11erton%20Transportation%20Hote1%20-%20PEI/Liquefaction/B-6%20Liquefy.sum.txt[8/19/2019 11:30:18 PM] 23.00 10.00 110.00 30.00 25.00 7.00 127.00 NoLiq 30.00 35.00 115.00 7.00 35.00 21.00 129.00 NoLiq 40.00 11.00 126.00 NoLiq 45.00 22.00 120.00 60.00 50.00 100.00 117.00 3.00 51.50 100.00 117.00 3.00 Output Results: Settlement of Saturated Sands=0.00 in. Settlement of Unsaturated Sands=0.86 in. Total Settlement of Saturated and Unsaturated Sands=0.86 in. Differential Settlement=0.432 to 0.571 in. Depth CRRm CSRfs F.S. S_sat. S_dry Sall ft in. in. in. 0.00 0.24 0.42 5.00 0.00 0.86 0.86 1.00 0.25 0.42 5.00 0.00 0.86 0.86 2.00 0.27 0.42 5.00 0.00 0.85 0.85 3.00 0.28 0.42 5.00 0.00 0.84 0.84 4.00 0.30 0.42 5.00 0.00 0.81 0.82 5.00 0.32 0.42 5.00 0.00 0.79 0.79 6.00 0.33 0.41 5.00 0.00 0.77 0.77 7.00 0.32 0.41 5.00 0.00 0.75 0.75 8.00 0.32 0.41 5.00 0.00 0.71 0.71 9.00 0.34 0.41 5.00 0.00 0.65 0.66 10.00 0.34 0.41 5.00 0.00 0.56 0.57 11.00 0.35 0.41 5.00 0.00 0.50 0.50 12.00 0.34 0.41 5.00 0.00 0.47 0.48 13.00 0.33 0.41 5.00 0.00 0.44 0.45 14.00 0.32 0.41 5.00 0.00 0.41 0.41 15.00 0.34 0.41 5.00 0.00 0.37 0.37 16.00 0.35 0.40 5.00 0.00 0.33 0.33 17.00 0.36 0.40 5.00 0.00 0.29 0.29 18.00 0.38 0.40 5.00 0.00 0.25 0.25 19.00 0.39 0.40 5.00 0.00 0.21 0.21 20.00 0.40 0.40 5.00 0.00 0.17 0.18 21.00 2.00 0.40 5.00 0.00 0.17 0.18 22.00 2.00 0.40 5.00 0.00 0.17 0.18 23.00 2.00 0.40 5.00 0.00 0.17 0.18 24.00 0.27 0.40 5.00 0.00 0.12 0.13 25.00 0.24 0.40 5.00 0.00 0.06 0.06 26.00 2.00 0.39 5.00 0.00 0.06 0.06 27.00 2.00 0.39 5.00 0.00 0.06 0.06 28.00 2.00 0.39 5.00 0.00 0.06 0.06 29.00 2.00 0.39 5.00 0.00 0.06 0.06 30.00 2.00 0.39 5.00 0.00 0.06 0.06 31.00 0.70 0.39 5.00 0.00 0.05 0.05 32.00 0.70 0.38 5.00 0.00 0.04 0.05 33.00 0.70 0.38 5.00 0.00 0.03 0.03 34.00 0.69 0.38 5.00 0.00 0.02 0.02 file:///D1/...02019-1-20/Projects/2019/19-0351%20Fullerton%20Transportation%20Hote1%20-%20PEI/Liquefaction/B-6%20Liquefy.sum.txt[8/19/2019 11:30:18 PM] 35.00 0.61 0.37 5.00 0.00 0.00 0.00 36.00 2.00 0.37 5.00 0.00 0.00 0.00 37.00 2.00 0.37 5.00 0.00 0.00 0.00 38.00 2.00 0.36 5.00 0.00 0.00 0.00 39.00 2.00 0.36 5.00 0.00 0.00 0.00 40.00 2.00 0.36 5.00 0.00 0.00 0.00 41.00 2.00 0.35 5.00 0.00 0.00 0.00 42.00 2.00 0.35 5.00 0.00 0.00 0.00 43.00 2.00 0.35 5.00 0.00 0.00 0.00 44.00 2.00 0.34 5.00 0.00 0.00 0.00 45.00 2.00 0.34 5.00 0.00 0.00 0.00 46.00 0.65 0.34 1.90 0.00 0.00 0.00 47.00 0.64 0.34 1.89 0.00 0.00 0.00 48.00 0.64 0.34 1.88 0.00 0.00 0.00 49.00 0.64 0.34 1.87 0.00 0.00 0.00 50.00 0.63 0.34 1.86 0.00 0.00 0.00 51.00 0.63 0.34 1.86 0.00 0.00 0.00 52.00 0.63 0.34 1.85 0.00 0.00 0.00 * F.S.<1, Liquefaction Potential Zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Unit: qc, fs, Stress or Pressure = atm (1.0581tsf); Unit Weight = pcf; Depth = ft; Settlement = in. 1 atm (atmosphere) = 1 tsf (ton/ft2) CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.-CRRm/CSRsf S_sat Settlement from saturated sands S_dry Settlement from Unsaturated Sands S_all Total Settlement from Saturated and Unsa d Sands NoLiq No -Liquefy Soils c).S file:///D1/...02019-1-20/Projects/2019/19-0351%20Fu11erton%20Transportation%20Hote1%20-%2OPEI/Liquefaction/B-6%20Liquefy.sum.txt[8/19/2019 11:30:18 PM] Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 GT�4'f,QU E INFILTRATION TEST DATA Converted Boring Percolation Using Porchet Method (aka Inverse Borehole Method) Boring IN -1 Project No.: 19-0351 Project Name: Fullerton Transportation Center Date of Test: 6/6/2019 Performed by: Z.Y. Trial No. Time Start Time Stop Time Interval (minutes) Initial Depth to Water (in) Final Depth to Water (in) Change in Water Level inch Greater than or Equal to 6" in 25 minutes? 1 2 8:00 8:30 8:25 8:55 25 25 12.0 12.0 13.9 13.6 1.9 1.6 No No USCS symbol: Presoak (Y/N): Boring Diameter SD: Depth of Hole HT: Trial Reading Number Time Start/End (hh:mm) 24hr format Elapsed Time At (min) Depth to Water DO (inch) Water Drop, DO (inch) Percolation Rate (in/hr) Initial Height of Water HO (inch) Final Height of Water Hf (inch) Change in Height of Water, AH (inch) Average Head of Water Havg (inch) Infiltration Rate I: (in/hr) 9:00 12.0 1 30 1.5 3.0 48.00 46.50 1.50 47.25 0.12 9:30 13.5 9:32 12.0 2 30 1.3 2.6 48.00 46.70 1.30 47.35 0.11 10:02 13.3 10:04 12.0 3 30 1.1 2.2 48.00 46.90 1.10 47.45 0.09 10:34 13.1 10:36 12.0 4 30 1.1 2.2 48.00 46.90 1.10 47.45 0.09 11:06 13.1 I 5 11.08 30 12.0 0.9 1.8 48.00 47.10 0.90 47.55 0.07 11:38 12.9 11:40 12.0 6 30 0.7 1.4 48.00 47.30 0.70 47.65 0.06 12:10 12.7 12:11 12.0 7 30 0.5 1.0 48.00 47.50 0.50 47.75 0.04 12:41 12.5 12:42 12.0 8 30 0.5 1.0 48.00 47.50 0.50 47.75 0.04 13:12 12.5 13.15 12.0 9 30 0.4 0.8 48.00 47.60 0.40 47.80 0.03 13:45 12.4 13:46 12.0 10 30 0.4 0.8 48.00 47.60 0.40 47.80 0.03 14:16 12.4 11 14:18 30 12.0 0.4 0.8 48.00 47.60 0.40 47.80 0.03 14:48 12.4 14:50 12.0 12 30 0.4 0.7 48,00 47.63 0.38 47.81 0.03 Tested Infiltration Rate 15:20 12.4 F.S. 2 Factored I: 0.02 Factored Infiltration Rate CL 8 inch 60 inch tt At(r + 2110„9) AH (60r) l GmQUE INFILTRATION TEST DATA Converted Boring Percolation Using Porchet Method (aka Inverse Borehole Method) Boring IN -2 Project No.: 19-0351 Project Name: Fullerton Transportation Center Date of Test: 6/7/2019 Performed by: Z.Y. Trial No. Time Start Time Stop Time Interval (minutes) Initial Depth to Water (in) Final Depth to Water (in) Change in Water Level inch Greater than or Equal to 6" in 25 minutes? 1 2 10:00 10:25 10:25 10:50 25 25 12.0 12.0 13.5 13.1 1.5 1.1 No No USCS Symbol: Presoak (Y/N): Boring Diameter SD: Depth of Hole HT: Trial Reading Number Time Start/End (hh:mm) 24hr format Elapsed Time At (min) Depth to Water DO (inch) Water Drop, DO (inch) Percolation Rate (in/hr) Initial Height of Water HO (inch) Final Height of Water Hf (inch) Change in Height of Water, AH (inch) Average Head of Water Havg (inch) Infiltration Rate I: (in/hr) 9:00 12.0 1 30 1.0 2.0 48.00 47.00 1.00 47.50 0.08 9:30 13.0 9:32 12.0 2 30 1.0 2.0 48.00 47.00 1.00 47.50 0.08 10:02 13.0 10:04 12.0 3 30 0.8 1.6 48.00 47.20 0.80 47.60 0.06 10:34 12.8 10:36 12.0 4 30 0.7 1.4 48.00 47.30 0.70 47.65 0.06 11:06 12.7 5 11.08 30 12.0 0.7 1.4 48.00 47.30 0.70 47.65 0.06 11:38 12.7 11:40 12.0 6 30 0.6 1.2 48.00 47.40 0.60 47.70 0.05 12:10 12.6 12:11 12.0 7 30 0.5 1.0 48.00 47.50 0.50 47.75 0.04 12:41 12.5 12:42 12.0 8 30 0.4 0.8 48.00 47.60 0.40 47.80 0.03 13:12 12.4 9 13:15 30 12.0 0.3 0.6 48.00 47.70 0.30 47.85 0.02 13:45 12.3 13:46 12.0 10 30 0.2 0.4 48.00 47.80 0.20 47.90 0.02 14:16 12.2 11 14:18 30 12.0 0.2 0.4 48.00 47.80 0.20 47.90 0.02 14:48 12.2 14:50 12.0 12 30 0.2 0.4 48.00 47.80 0.20 47.90 0.02 Tested Infiltration Rate 15:20 12.2 F.S. 2 Factored h 0.01 Factored Infiltration Rate CL Y 8 inch 60 inch tt At(r + 2110„9) AH (60r) l Project No.: 19-0351 Fullerton Transportation Center August 20, 2019 APPENDIX G IMPORTANT INFORMATION ABOUT THE GEOTECHNICAL REPORT Important Information about Your Geotechnical-Engineering Report Subsurface problems are a principal cause of construction delays, cost orr+ttns, claims, and disputes. While you cannot eliminate all such risks, you can manage them. The fo±'! wing information is provided to help. 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 engi- neer may not fulfill the needs of 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 your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you —should apply the report for any purpose or proje except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical- engineering report did not read it all.* not rely on an executive summary. Do not read selected elements only. A Geotechnical-Engineering Report Is Based 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 struc- ture on the site; and other planned or existing site improvements, such as cess roads, parking lots, and underground utilities. Unless the geotech- gineer who conducted the study specifically indicates otherwise, on a geotechnical engineering report that was: • ed for you, • not ' or your project • not pre' . c e spec ' •xplored, or • completed ect changes were made. Typical changes that .a rde the reliability of an existing geotechnical- engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light -industrial plant to a refrigerated warehouse, i • elevation, configuration, loccati , orientation, or weight of the proposed structure, • 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 ere not informed. urface Conditions Can Change geotechnical-engineering report is based on conditions that existed at time the study was performed. Do not rely on a geotechnical-engineer- reportwhose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, droughts, earthquakes, or groundwa- ter fluctuations. Always contact the geotechnical engineer before applying the 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 engi- neers 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 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 construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers 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 recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical-engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical-engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing 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 Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical-engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors 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 contrac- tors have sufficient time to perform additional study. Only then might you be in a position to give contractors 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 contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. 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," many of these provisions indicate where geotechnical engineers' responsi- bilities 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. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical-engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihobd,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 geoenvi- ronmental information, ask your geotechnical consultant for risk manage- ment guidance. Do not rely on an environmental report prepared for some- one 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 com- prehensive 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 per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper implementation of the recommendations conveyed in this report will not of itself he sufficient to prevent mold from growing in or on the structure involved. Rely on Your GSA -Member Geotechncial Engineer for Additional Assistance Membership in the GEOPROFESSIONAL BUSINESS ASSOCIATION exposes geotech- nical engineers to a wide array of risk confrontaton techniques that can be of genuine benefit for everyone involved with a construction project. Confer with your GBA-member geotechnical engineer for more information. gi nGEOPROFESSIONAL BU AV M ASSOCIATION 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 e-mail: info@geoprofessional.org www.geoprofessionat.org Copyright 2014 by Geoprotessional Business Association, Inc.(GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever. is strictly prohibited, except with GBA's specific written permission. Excerpting, quoting, or otherwise extracting 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 GBA may use this document as a complement to or as an element of a geotechnical-engineering report. Any other firm, individual, or other entity that so uses this document without being a GBA member could be commiting negligent or intentional (fraudulent) misrepresentation. IGGER 0914/5.OMRP NATURAL H !STORY MUSEUM LOS ANGELES COUNTY PSOMAS Attn: Charles Cisneros re: Paleontological resources for Project 3FUL020101 Dear Charles: Natural History Museum of Los Angeles County 90o Exposition Boulevard Los Angeles, CA 90007 tel 2i3.763.DINO www.nhm.org Research & Collections e-mail: paleorecords@nhm.org May 19, 2021 I have conducted a thorough search of our paleontology collection records for the locality and specimen data for proposed development at the 3FUL020101 project area as outlined on the portion of the Anaheim USGS topographic quadrangle map that you sent to me via e-mail on May 14, 2021. We do not have any fossil localities that lie directly within the proposed project area, but we do have fossil localities nearby from the same sedimentary deposits that occur in the proposed project area, either at the surface or at depth. The following table shows the closest known localities in the collection of the Natural History Museum of Los Angeles County. Locality Number LACM VP 3524 LACM VP 4185-4201 LACM VP 3347 LACM VP 1652 Location North of Malvern Avenue & approximately 1/2 mile west of Gilbert Street; Fullerton Coyote Creek, adjacent to Ralph B Clark Regional Park in West Coyote Hills 11204 Bluefield; Whittier Rio Vista Avenue south of Lincoln Formation Terrace deposits (silty sandstone) La Habra Formation (Pleistocene; sandy silt shot through with caliche) La Habra Formation (lacustrine silt with caliche and plant detritus) Alluvium (Pleistocene) Taxa Depth Unidentified ungulate unknown Bison (Bison), camel (Camelops), horse (Equus), mammoth (Mammuthus), mastodon (Mamut), elephant family (Proboscidea), sea duck (Chendytes), dire wolf (Canis dirus), Coyote (C. latrans), deer (Odocoileus), dwarf pronghorn (Capromeryx); unidentified Surface, in artiodactyl creek bed Horse (Equus) Sheep (Ovis) 2 feet bgs Unknown (excavations LACM VP 7657-7659 LACM VP 7867 Avenue Ellis Avenue & Patterson Lane, Anaheim Unknown Formation (Pleistocene; gray siltstone) former El Toro Unknown formation Marine Base (Pleistocene) for housing project) School shark (Galeorhinus), eagle ray (Myliobatus), skate (Raja), flatfish (Citharichthys), goby (Lepidogobius, Leptocottus), midshipmen (Porichthys), croaker (Seriphus), flatfish (Citharichthys), cusk-eel (Otophidium), skate (Raja), angelshark (Squatina), sculpin 150 - 350 ft (Cottidae) bgs Rodent (Rodentia) 25 ft bgs VP, Vertebrate Paleontology; IP, Invertebrate Paleontology; bgs, below ground surface This records search covers only the records of the Natural History Museum of Los Angeles County ("NHMLA"). It is not intended as a paleontological assessment of the project area for the purposes of CEQA or NEPA. Potentially fossil -bearing units are present in the project area, either at the surface or in the subsurface. As such, NHMLA recommends that a full paleontological assessment of the project area be conducted by a paleontologist meeting Bureau of Land Management or Society of Vertebrate Paleontology standards. Sincerely, ader6tede Alyssa Bell, Ph.D. Natural History Museum of Los Angeles County enclosure: invoice Appendix E Phase I Environmental Site Assessment T�RR�DYNC Engineers, Geologists & Environmental Scientists PHASE I ENVIRONMENTAL SITE ASSESSMENT REPORT Fullerton Transportation Center 120-240 E Santa Fe Ave Fullerton, Orange County, CA 92832 Prepared For: PLUMP ENGINEERING, INC. 914 E. Katella Avenue Anaheim, CA 92805 Phone: 714-385-1835 Ext.209 Cell: 714-852-9991 Fax: 714-385-1834 Email: rfrei@peica.com www.peica.com Prepared By: TERRADYNE, ENGINEERING, INC. 2691 Dow Ave, Suite F Tustin, CA 92780 Terradyne Project No. L194003 Revised October 17, 2019 Terradyne Engineering, Inc. 2691 Dow Avenue, Suite F, Tustin, CA 92780 Office: 657-212-5800 • Website: www.terrudvne.com Revised October 17, 2019 PLUMP ENGINEERING, INC. 914 E. Katella Avenue Anaheim, CA 92805 Phone: 714-385-1835 Ext.209 Cell: 714-852-9991 Fax: 714-385-1834 Email: rfreia,peica.com www.peica.com Attn: Mr. Richard Frei Director of Surveying / Business Development TCRR..AUYIWC Engineers, Geologists d Environmental Scientists Terradyne Engineering, Inc. 2691 Dow Avenue, Suite F Tustin, CA 92780 Office: 657-212-5800 www.terrudyne.com Subject: PHASE I ENVIRONMENTAL SITE ASSESSMENT REPORT Fullerton Transportation Center - New ground up hotel and parking garage at: 120-240 E Santa Fe Avenue (APN 033-030-14/17/18 ) Fullerton, Orange County, CA 92832 Terradyne Project No.: L194003 Dear Mr. Frei, Terradyne Engineering, Inc. (Terradyne) is pleased to submit the attached report that summarizes the activities and the results of a Phase I Environmental Site Assessment (Phase I ESA) that was conducted at the referenced site (Property). A summary of the assessment is presented in the Executive Summary of the report. Recognized Environmental Conditions were identified during this assessment under the current use. We appreciate the opportunity to be of service. Should you have any questions or comments regarding this report, please contact the undersigned at 657-212-5800. Respectfully Submitted, TERRADYNE ENGINEERING, INC. K C. A. Brown, PE (FL) Branch Manager Distribution: Addressee PDF Geotechnical Engineering • Environmental Engineering • Construction Material Testing • Civil Site Design Table of Contents Page EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Purpose and Scope of Services 2 1.2 Non -Scope Considerations 2 1.3 Significant Assumptions 3 1.4 Limitations and Exceptions 3 1.5 Reliance 3 2.0 PROPERTY DESCRIPTION 4 2.1 Current Use(s) of the Property 4 2.2 Location and Legal Description 4 2.3 Property Characteristics 4 2.4 Description of Property Structure(s) 5 3.0 USER PROVIDED INFORMATION 5 3.1 Environmental Liens or Activity and Use Limitations 5 3.2 Specialized Knowledge 5 3.3 Commonly Known or Reasonably Ascertainable Information 5 3.4 Valuation Reduction for Environmental Issues 5 3.5 Obvious Indicators of Contamination at the Site 5 3.6 Owner, Property Manager and Occupant Information 6 3.7 Reason for Performing Phase I ESA 6 4.0 RECORDS REVIEW 7 4.1 Physical Setting 7 4.1.1 Geology 7 4.1.2 Groundwater 7 4.1.3 Flooding 7 4.1.4 Potable Water Supplier 7 Terradyne Project No. L194003 II 4.2 Historical Review 8 4.2.1 Aerial Photograph and Map Review 8 4.2.3 Historical Tenant Report (City Directories) 8 4.2.4 Sanborn Map Review 9 4.2.5 Historical Data Gaps 9 4.2.6 Summary of Historical Property Use 9 4.2.7 Summary of Past Uses of Adjoining Properties 10 4.2.8 Summary of Past Uses of the Surrounding Area 10 4.3 Results of Environmental Records Sources Review 10 4.3.1 Property Listings 10 4.3.2 Other Off -site Locations of Concern 10 4.3.3 Orphan Listings 11 5.0 PROPERTY RECONNAISSANCE 12 5.1 Methodology 12 5.2 Limiting Conditions 12 5.3 Observations of Property 12 5.4 Current Uses of Adjoining Properties 13 6.1 Property Owner/Occupant 13 6.2 Tenant/Occupant 14 7.0 FINDINGS 14 8.0 CONCLUSIONS AND RECOMMENDATIONS 14 9.0 DEVIATIONS AND LIMITATIONS 16 10.0 ADDITIONAL NON -SCOPE SERVICES 17 1 1.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL 18 12.0 SELECTED REFERENCES 19 Terradyne Project No. L194003 111 APPENDICES APPENDIX A • 210 E. Santa Fe Site Closure Report APPENDIX B • Radius Map Findings 120-210 E. Santa Fe Ave. APPENDIX C • Historical Aerial Maps • Sanborn Maps APPENDIX D • Environmental Records Search By EDR • City Directory APPENDIX E • FEMA Flood Map • Miscellaneous Searched Records • Phase I ESA Site Questionnaire & Site Characteristics Checklist TABLES Table 1 — Aerial Photographs and Map Review Table 2 — Observations of Property Terradyne Project No. L194003 IV Executive Summary On July 3, 2019, Terradyne Engineering, Inc. conducted a Phase I Environmental Site Assessment of 1 parcel of land (033-030-14/17/18) located at 120-240 E. Santa Fe Ave. The parcel is mainly used as a parking area for commuters and travelers taking either the Metrolink or AMTRAK train from Fullerton Station. The property is located on E. Santa Fe Ave. east of Harbor Blvd. and west of Lemon St. This assessment was specifically designed to determine potential environmental liabilities that might be present within the subject property limits of one mile. Upon completing this Phase I Environmental Site Assessment, which was performed in accordance with the American Society for Testing and Materials (ASTM) Standard Practice for Environmental Site Assessments (ASTM designation E 1527-13) and information required by the contracting company, it has been determined that there is the possibility of environmental issues at the site. The parcel is currently owned by the City of Fullerton and is planned to be developed with a hotel and parking garage on site. The site is part of the Fullerton Transportation Center and is currently used as a parking area for the Fullerton Train Station. The property is bordered to the west by The Old Spaghetti Factory Restaurant located ay 110 E. Santa Fe Ave. The property is bordered to the east by an automotive repair shop, Terry's Automotive, located at 250 E. Santa Fe Ave. The south side of the property contains the train station building and an annex with a cafe and a couple of retail shops. The north side of the property borders Santa Fe Ave. Information obtained from Geotracker discloses that there was a leaking underground storage tank on the property at 210 E. Santa Fe Ave. Remediation was performed and the case was closed in 1997. (Appendix A) It was determined that groundwater was not impacted. During a site visit on July 1, 2019; Terradyne personnel noticed that there had been very recent drilling activities on the property, possibly for geotechnical or civil engineering studies. At least 4 soil borings were drilled in the area around the former UST location. It is not clear if there were additional borings on site due to the large amount of cars parked in the area. At this time Terradyne has not seen the test results from the drilling and sampling. Additional testing may be required depending on the results from the laboratory. It is not known who performed the drilling activities. In addition, due to the former industrial uses of the parcel, and the presence of historical recognized environmental conditions (HRECs) it is recommended that soil borings be drilled at the southern side of the parcel, one near the railroad museum entrance, and one near the train station to verify that the site is not impacted, and if it is, to assist in determining the quantity of soil to be excavated and hauled away during the initial phase of construction. Terradyne Project No. L194003 1 1.0 Introduction 1.1 Purpose and Scope of Services The purpose of the Phase I ESA was to identify, to the extent feasible and pursuant to the processes prescribed in ASTM International (ASTM) E1527-13, recognized environmental conditions (RECs), historical RECs (HRECs), or controlled RECs (CRECs) in connection with the subject site. RECs are defined, according to ASTM E1527-13 as "the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. HRECs are defined, according to ASTM E1527-13 as "a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls." CRECs are defined, according to ASTM E1527-13 as "a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls." (ASTME1527-13, 2013). The scope of work included the following tasks: • A reconnaissance -level visit of the subject property for evidence of the release(s) of hazardous materials and petroleum products and to assess the potential for onsite releases of hazardous materials and petroleum products; • Records review (including review of previous environmental reports, selected governmental databases, and historical review); • Interviews; and • Preparation of a report presenting our findings. • Conclusion; • Recommendation; 1.2 Non -Scope Considerations There are a number of non -scope issues, which are sometimes assessed concurrently with a Phase I ESA. Unless specifically agreed in the contract proposal documents, these non - scope considerations are not included as part of the Phase I assessment. Examples of non - scope issues include: Terradyne Project No. L194003 2 • Asbestos -containing building material • Lead -based Paint • Wetlands • Cultural & Historic Resources • Industrial Hygiene • Health & Safety • Mold • Radon • Lead in Drinking Water • Regulatory Compliance • Ecological Resources • Endangered Species • Indoor Air Quality • Biological Agents • Title Search 1.3 Significant Assumptions No assumptions were made for this assessment that needs to be noted as significant. 1.4 Limitations and Exceptions There were no deletions, deviations, or limitations from the ASTM standard practice during this assessment. 1.5 Reliance This report is for the sole benefit and exclusive use of Plump Engineering. Its preparation has been in accordance with generally accepted environmental practices. No other warranty, either expressed or implied, is made. This report should not be regarded as a guarantee that no further contamination beyond that which could be detected within the scope of this assessment is present at the Property. The conclusions and recommendations presented in this report are based on the agreed upon scope of work. Terradyne makes no warranties or guarantees as to the accuracy or completeness of information provided or compiled by others. It is possible that information exists beyond the scope of this assessment. It is not possible to absolutely confirm that no hazardous materials and/or substances exist at the Property. If none are identified as part of a limited scope of work, such a conclusion should not be construed as a guaranteed absence of such materials, but merely the results of the evaluation. Also, events may occur after the Property visit, which may result in contamination of the Property. Additional information, which was not found or available to Terradyne at the time of report preparation, may result in a modification of the conclusions and recommendations presented. Any reliance on this report by Third Parties shall be at the Third Party's sole risk. Terradyne Project No. L194003 3 2.0 Property Description 2.1 Current Use(s) of the Property The property is currently used as a parking area for people travelling or commuting from the Metrolink/AMTRAK station at the southwestern side of the parcel. It has been used as such since approximately 2002. 2.2 Location and Legal Description The site is located at 120-240 E. Santa Fe Ave in Fullerton, CA. It is bordered on the north by Santa Fe Ave. The east side of the property is bordered by an automotive repair shop (Terry's Automotive). The property is bordered to the south by BNSF railroad right of way and tracking the Fullerton Railroad Museum, and the Fullerton Train Station and annex. To the west of the property there is a restaurant (Old Spaghetti Factory) and a parking area for the restaurant. The area of the parcel slated for development is almost three acres. The parcel number of the site is (033-030-14/17/18) and the GPS coordinated are 33.8693 N and 117.9208 W. The site is located at an elevation of 163 feet above sea level. Depth to groundwater is approximately 65 feet bgs. Based on records provided by Environmental Data Resources (EDR) the entire site has been used as a parking area since about 2002. Previously the eastern half of the parcel was used as a light industrial area, and the western half was a parking area for the train station and part of a storage area for lumber, judging from aerial photographs. The adjacent parcels on the north side of the railroad tracks have been used mostly for industrial purposes while the properties on the south side of the railroad tracks are primarily residential. 2.3 Property Characteristics The subject property is primarily flat with paved asphalt for vehicle parking. There is a cul de sac from Pomona Ave. that roughly splits the parcel and provides entry into the parking areas and exit onto Santa Fe Ave. There is also a drop off are for people riding the train. The westernmost portion of the property contains a bus stop with a roundabout for the busses to return to Santa Fe Ave. There are buried electrical lines adjacent to the north side of the property. In addition there are some transformers located at the northeast boundary of the site. These appear to be new, suggesting that the utilities in the area were recently upgraded. Terradyne Project No. L194003 4 2.4 Description of Property Structure(s) There are several structures on the south side of the parcel. The largest is the Fullerton train station which was built in 1929. The station is located at 120 E. Santa Fe Ave. The Santa Fe Express Cafe (136 E. Santa Fe Ave.) is in an adjacent building to the east of the station. There is a comic book store located at 140 E. Santa Fe Ave. east of the cafe. The easternmost structure is part of the Fullerton Train Museum at 200 E. Santa Fe Ave. The three structures to the east of the train station were all at one time used for freight operations for the Santa Fe Railroad. 3.0 USER PROVIDED INFORMATION A questionnaire was sent to the City of Fullerton, the property owner. A copy of the questionnaire can be found in Appendix E. There was a site assessment performed in 2007 for this site (Kennedy/Jenks 2007) and the surrounding properties which is referred to by the City of Fullerton respondent and answers the questions in the survey. 3.1 Environmental Liens or Activity and Use Limitations Actual knowledge of any environmental liens or AULs encumbering the site or in connection with the site was requested from the client. No knowledge of any liens or AULs . 3.2 Specialized Knowledge Specialized knowledge or experience material to RECs in connection with the site was requested from the client. Client referred to 2007 Kennedy Jenks Phase I ESA. 3.3 Commonly Known or Reasonably Ascertainable Information Commonly known or reasonably ascertainable information within the local community about the site that is material to RECs in connection with the site was requested from the client. 3.4 Valuation Reduction for Environmental Issues Actual knowledge of a significantly lower purchase price due to the presence of hazardous substances or petroleum products in connection with the site was requested from the client. 3.5 Obvious Indicators of Contamination at the Site Terradyne Project No. L194003 5 Information about any obvious indicators that point to the presence or likely presence of contamination at the site was requested from the client. Referred to 2007 site assessment. 3.6 Owner, Property Manager and Occupant Information The southern portion of the property has been used as a railroad depot since 1923. There is a cafe on the premises, a comic book store, and the Fullerton Train Museum. The vast majority of the property is a parking area. The property is currently owned by the city of Fullerton. 3.7 Reason for Performing Phase I ESA Mr. Frei indicated that the Phase I ESA was being conducted for purposes of a real estate transaction. It is required by the Fullerton Transportation Center specific plan, the city's regulatory framework for the property. Terradyne Project No. L194003 6 4.0 Records Review 4.1 Physical Setting 4.1.1 Geology Geologic data obtained from previous environmental investigations conducted at the adjacent property by Wayne Perry, Inc. (WPI) indicate that the FTC Development Area is generally underlain with layers of sandy silt, clayey silt, silty clay, fine- to medium - grained silty sand, and sand (WPI, 2004). A discontinuous (Geraghty & Miller, 1992) or continuous (Chester, 1993) clay of variable thickness is encountered between 66 and 75 feet below ground surface (bgs) in this area. Geraghty & Miller reported that perched groundwater beneath the adjacent property is separated from the regional aquifer by a 60 - foot thick, relatively impervious, unsaturated zone between 69 and 129 feet bgs (Geraghty & Miller, 1992). It has also been reported that the shallow groundwater beneath the adjacent site is separated from the regional aquifer by a laterally continuous aquiclude (Geraghty & Miller, 1994). However, further studies by Chester Environmental (Chester) conclude that this aquiclude contains several layers of sandy soil (Chester, 1993). 4.1.2 Groundwater Groundwater was encountered during drilling operations conducted in the northeastern area of the property. The depth to groundwater is approximately 63-65 feet below ground surface. Based on related information, the encountered groundwater appears to have been a perched water table with the main water table substantially deeper (i.e. >100') 4.1.3 Flooding The subject site is in Zone X (Area of minimal flood hazard). A Letter of Map Revision (LOMR) is FEMA's modification to an effective Flood Insurance Rate Map (FIRM), or Flood Boundary and Floodway Map (FBFM), or both. Because a LOMR officially revises the effective NFIP map, it is a public record that the community must maintain. The flood map for the selected area is number 06059C0131J, effective on 12/03/2009. Federal Emergency Management (FEMA) Flood Hazard Map is attached in Appendix E. 4.1.4 Potable Water Supplier Potable water is provided by the City of Fullerton Department of Public Works. Terradyne Project No. L194003 7 4.2 Historical Review 4.2.1 Aerial Photograph and Map Review Available historical aerial photographs as described in Table 1 were reviewed. Copies of the Historical Aerial Maps are provided in Appendix C. Table 1— Aerial Photograph and Map Review 1927 Aerial Photograph Lumber operation and mixed light industrial. Rail operations. 1938 Aerial Photograph Rail operations, lumber operations and mixed industrial. Possibly some residential 1965 Aerial Photograph Most of property vacant except for on eastern side of property, auto repair and body shops mostly. 1976 Aerial Photograph Western side of parcel completely vacant except train station. 2 buildings on eastern side used for auto repair businesses 1990 Aerial Photograph Looks similar to 1976, poor quality photo, can't really make anything out. 2002 Aerial Photograph The photo from 2002 shows the property almost in its current configuration. 4.2.3 Historical Tenant Report (City Directories) The purpose of this Historical Research is to establish prior land use by identifying the present and historical occupants (be it the owner or lessee) of the subject site, 120-240 E. Santa Fe Ave. and the neighboring addresses. Sources for the historical tenant report (City Directories) research includes various city directories, street address directories and criss-cross directories published from 2014 back to 1920. The actual site addresses as well as neighboring addresses on the same block are also investigated for informational purposes, and to cover a potential address change of the subject site. The three general types of directories researched for the Historical Tenant Report are the 1) city directory, 2) street address directory, and 3) criss-cross directory. The complete Historical Tenant Report (City Directories) provided by BBL is attached in Appendix C of this report Terradyne Project No. L194003 8 The directory search shows the site as having multiple tenants and businesses dating back to 1920. There was activity on this parcel going back to the 1880s, when the railroad came through. 4.2.4 Sanborn Map Review In the late nineteenth century, the Sanborn Company began preparing maps of central business districts for use by fire insurance companies. These maps were updated and expanded geographically periodically through the twentieth century. The Sanborn maps often indicate construction materials of specific building structures and the location of petroleum storage tanks. Sanborn maps of the site and the surrounding areas are included in Appendix C. 4.2.5 Historical Data Gaps Based on our review of the historical data, the following data gaps were encountered during our research: • Inconsistant city directories prior to 2005 is a significant data gap • Poor quality of the aerial photo 4.2.6 Summary of Historical Property Use The eastern portion of the parcel has been used more extensively than the western portion of the parcel. There was a lumber company and planning mill (Ward Harrington Lumber Co.) from 1920 until about 1960. In addition a railroad spur ran through the parcel, presumably to load finished lumber for shipment. It was visible on maps until the 1960s. After 1960 the eastern area of the parcel became mostly used for automobile related activities (repair, auto body, paint shops, etc.) There were 2 underground storage tanks installed at 210 E. Santa Fe, possibly for a service station or the lumber company. The site was a LUST site due to the gasoline tank. The LUST case was closed in 1997. A site closure report is presented in Appendix A. The western portion of the property has historically been used for rail operations since the 1920s. There were passenger and freight terminals as well as parking areas. The property came into its current configuration around 2002, after demolition of the buildings on the northeast portion of the property. The former UST site at 210 E. Santa Fe Ave. is the area of most concern. There was a leaking underground storage tank that was removed in 1997. Samples taken after the tank removal showed TPH concentration of 21,000 ppm. 825 tons of soil was removed to a depth of 27 feet bgs. Terradyne Project No. L194003 9 The closure report states that corrective action should be reviewed if land use changes. However, most of the contamination was removed and the groundwater was not impacted. Natural attenuation should have by now mitigated most of the remaining hydrocarbons. 4.2.7 Summary of Past Uses of Adjoining Properties The property to the east of the site is an automotive repair shop, Terry's Automotive. The site has been classified as a small waste generator, primarily storing used motor oil and antifreeze in drums. At one time there was a 550 gal. waste oil UST on the site, but it was believed to have been removed in the 1990s. The property to the south has been railroad tracks since the 1880s. The property to the west is The Old Spaghetti Factory restaurant and a parking area. The property to the north is E. Santa Fe Ave. 4.2.8 Summary of Past Uses of the Surrounding Area The surrounding area has been developed for well over 100 years. It has historically been mixed residential, commercial and industrial uses. 4.3 Results of Environmental Records Sources Review A EDR report of Standard Environmental Record Sources (Records) database report was prepared specifically for the Property. The search included queries to the following databases for cases within specified ASTM search distances. A copy of the EDR database reports are provided in Appendix D of this report. 4.3.1 Property Listings The Property was identified as part of the Fullerton Transportation Center or sometimes Fullerton Depot in some of the databases of the EDR report and radius map. 4.3.2 Other Off -site Locations of Concern Other off -site locations of concern identified by EDR within a maximum one -mile radius from the Property included RCRA COR ACT, State/Tribal CERCLIS, State/Tribal SWL, State/Tribal LTANKS, State/Tribal VCP and Other sites. There are many sites within a one mile radius of the subject property due to the fact that this area was one of the first cities in Orange County. A complete listing of locations of concern is presented in the radius map (Appendix B) Terradyne Project No. L194003 10 4.3.3 Orphan Listings There are 28 sites that due to incomplete listings are not included in the EDR radius map. Terradyne Project No. L194003 11 5.0 Property Reconnaissance 5.1 Methodology A representative of Terradyne visited the Property to determine present use and to identify environmental conditions at the Property. Our methodology involved walking the perimeters and centerlines of the Property while noting observed evidence of present and potential environmental concerns. Pertinent Property photographs taken during our site visit are provided in Appendix A of this report. 5.2 Limiting Conditions Teradyne's findings are based on the Property conditions. 5.3 Observations of Property During our Property visit, Terradyne made the following observations of the Property: Table 2 — Observations of Property Item or Condition Observed No Evidence Comments Evidence Observed Hazardous Substances & Petroleum Products: X Storage Tanks & Related Equipment: Odors: X X Former UST area visible on east side of parking area approx 100 ft west of property line. Standing Surface Water or Other Pools of Liquid: X Drums & Other Containers of Hazardous Substances, Petroleum Products, or Other Unidentified Contents: X Transformers or Equipment containing Polychlorinated Biphenyls (PCBs): X New equipment no PCBs. Pits, Ponds, or Lagoons: X Stained Soil or Pavement: X Stressed Vegetation (other X Terradyne Project No. L194003 12 Table 2 — Observations of Prover Item or Condition Observed Evidence No Evidence Observed Comments than from insufficient water): Evidence of Mounds, Depressions or Filled or Graded Areas Suggesting Trash or Other Solid Waste Disposal: X Waste Water or any discharge (including storm water) into a Drain, Ditch, or Stream on or Adjacent to the Property: X Wells (active, inactive, or abandoned): X Fresh soil borings detected in eastern portion of parking area near former UST area Septic Systems or Cesspools: X Prior Structures: X Roads, Tracks, Railroad Tracks or Spurs: X . 5.4 Current Uses of Adjoining Properties Based on our research and observations during our Property visit, the property to the west of the site is The Old Spaghetti Factory restaurant. The property to the south is a railroad right of way with 4 sets of tracks. The east side of the property is bordered by Terry's Automotive. The north side of the property is bordered by Sante Fe Ave. 6.0 Interviews Terradyne requested the owner or owner's representative if they had any available documents that would be helpful. 6.1 Property Owner/Occupant The City of Fullerton is the current owner of the subject property. A questionnaire was sent out to the city in regards to the property. Please see Appendix E. However, the main concern is with the property next door to the west which was formerly a LUST site now closed. Terradyne Project No. L194003 13 Terradyne was unable to interview anyone at the City of Fullerton. The lack of an interview with the owner of the property represents a limitation to this ESA but does not alter the findings of this report. If additional information is forthcoming, it will be submitted as an addendum to this report. 6.2 Tenant/Occupant Terradyne did not interview the tenant of the property due to the fact that most of the site is a parking area and the tenants wouldn't have knowledge of issues on the other side of the parcel. Surrounding Properties Terradyne did not interview anyone from any of the surrounding properties as there is nothing from those properties that would impact the parcel. 7.0 Findings A cursory summary of findings is provided below. However, details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The parcel has been used for many different light industrial uses in the last 100 years; it is possible that limited pockets of contamination may be discovered during site development activities. However, most of the land has been used as a parking area for many years and hydrocarbons and solvents naturally degrade over time. The main concern is the former LUST site at the 210 E Santa Fe Av. portion of the property. Although the site was closed in 1997, hydrocarbon levels were high enough (21,000 ppm or 2.1%) that migration could have occurred. The tanks were about 100 feet from the east edge of the property line. Since soil borings were drilled in the last couple of months, it will be interesting to see the lab results from the soil samples. The lab results will determine whether more exploratory borings will be needed in order to delineate the LUST site. 8.0 Conclusions and Recommendations Terradyne has performed a Phase I Environmental Site Assessment in general conformance with the scope and limitations of ASTM Practice E1527-13. Any exceptions to or deletions from this practice are described in the Limitations and Exceptions of Assessment section of this report. Terradyne Project No. L194003 14 Terradyne recommends that a limited Phase II Study be undertaken to verify that there is no contamination on the south side of the property near the railroad right of way. A soil boring should be drilled in front of the Fullerton Railroad Museum at the southern portion of the property to a depth of 40 feet taking samples from 5-40 feet every 5 feet. A PID shall be used to screen the samples. If hydrocarbons are detected at 40 feet, drilling shall continue to 60 feet. Samples will be analyzed using EPA Method 8015/8020 and Method 8260 (BTEX) In addition another boring should be drilled near the southwest portion of the property, near the former freight area of the train depot. Samples will be taken from 5 feet to 30 feet, sampling every 5 feet, also using 8015/8020 and 8260. If the PID readings are non detect at 30 feet, drilling shall stop there. The laboratory results from the drilling activities at the former LUST location (210 E Santa Fe) should be reviewed as well. If the results come back non detect, the LUST site does not need to be reopened. Terradyne Project No. L194003 15 9.0 Deviations and Limitations There were no deviations, deletions or limitations from the ASTM standard practice during this assessment. Terradyne Project No. L194003 16 10.0 Additional Non -Scope Services There are environmental issues outside the scope of the ASTM E1527-13 that can be assessed in connection with a commercial real estate transaction. These are dealt with as non -scope considerations since they do not typically present a Superfund Liability. The specific level of inquiry (if any) is defined in the Proposal which contains a Scope of Work. These non -scope services are very client specific and not covered by the ASTM standard. They are frequently related to the business environmental risk which is defined in the standard as "risk which can have a material environmental or environmentally -driven impact on the business associated with the current or planned use of a parcel of commercial real estate" Terradyne Project No. L194003 17 11.0 Signature of Environmental Professional I declare that, to the best of our professional knowledge and belief, I meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312. I have the specific qualifications based on education, training and experience to assess a property of the nature, history, and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standard and practices set forth in 40 CFR Part 312. ohn L. I entzer Environmental Professional Senior Engineer Terradyne Project No. L194003 18 12.0 Selected References Environmental Data Resources., Inc. (EDR), Inquiry Number: 5652379.2s May 14, 2019 Target Property Address: 120 E Santa Fe Avenue Fullerton, CA 92832 Phase I Environmental Site Assessment (ESA) by Kennedy /Jenks Consultants dated July 24, 2009, K/J Project No. 0783022 Department of Toxicology Johnson, Julie@DTSC JulieJohnson@dtsc.ca.gov City of Fullerton - Egli, Ryan@CalRecycle Ryan.Egli@calrecycle.ca.gov Ramona Castaneda ramonac@ci.fullerton.ca.us County of Orange noreply@salesforce.com on behalf of myOC eServices Email noreply-myoceservices@ocgov.com Wed 5/15/2019 3:51 PM County of Orange, Service Request Tracking Information, Service Request Case Number: OC 19-019978 The service request case number can be used to track the status on myOC eServices (https://myoceservices. ocgov. com) Environmental Protection Agency (EPA) Final Disposition, Request EPA -HQ -2019-005879 foia hq@epa.gov Cal Recycle Egli, Ryan@CalRecycle Ryan.Egli@calrecycle.ca.gov California Department of Fish and Wildlife South Coast — Region 5 Wildlife Ask R5 AskR5@wildlife.ca.gov Wed 5/15/2019 3:37 PM Regional EPA office for assistance http://www2.epa.gov/aboutepa/forms/contact-epa pacific -southwest, California Environmental Protection Agency (CalEPA) https://calepa.ca.gov/ State Water Resources Control Board, Storm Water Section Division of Water Quality WB-RB8-FileReview8 FileReview8@waterboards.ca.gov stormwater@waterboards.ca.gov 1-866-563-3107 State of California Water Board GEOTRACKER http://geotracker.waterboards.ca.gov/map California Geological Survey (CGS) https://maps.conservation.ca.gov/cgs/EQZApp/app Google Earth Pro®, 2019, Version 7.3.1.4507. Terradyne Project No. L194003 19 210 E. Santa Fe Closure Report CD a x Terradyne Project No. L194003 Radius Map Findings 120-210 E. Santa Fe Ave. -0 CD x oJ Terradyne Project No. L194003 Historic Aerial Maps Sanborn Maps 7.3 CD a X n Terradyne Project No. L194003 Environmental Records Search "0 CD 0.. x O Terradyne Project No. L194003 • FEMA Flood Map • User Questionnaire Terradyne Project No. L194003 STATE OF CALIFORNIA —C UJFOFINIA E AL PROTECTION AGENCY FETE WILSON, Governor CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION 3131 MAIN STREET, SUITE 500 RIVERSIDE, CA 92501-3339 PHONE: (909) 782-4130 FAX: (909) 781-6288 September 9, 1997 Mr. Mehrdad Miralaie City of Fullerton Engineering Department 303 W. Commonwealth Avenue , J Fullerton, California 92632-1775 SUBJECT: NO FURTHER ACTION PERTAINING TO THE FORM R UNDERGROUND STORAGE TANKS FULLERTON TRANSPORTATION CENTER 150-210 E. SANTA FE AVENUE FULLERTON, CALIFORNIA REGIONAL BOARD CASE NO. 083003030T Dear Mr. Miralaie : The site was previously occupied with numerous automobile repair, body, and paint shops. Two underground storage tanks (USTs) were previously located at the site and were removed in June, 1997. It is our understanding that the all the buildings have been removed from the site, and the site is proposed to be a parking lot for the Metrolink. This no further action letter pertains only to the USTs formerly located at the site. This letter does not address the remainder of the site. If contamination is encountered during construction activities associated with this property, we must be notified immediately to determine if further investigation will be required at that time. This letter confirms the completion of site investigation and remedial action for the underground storage tanks formerly located at the above described location. Enclosed is the Case Closure Summary for the referenced site for your records. Based upon the available information, including current land use, and with the provisions that the information provided to this agency was accurate and representative of site conditions, no further action related to the underground storage tank gasoline release is required. This notice is issued pursuant to a regulation contained in Title 23, California Code of Regulations, Division 3, Chapter 16, Section 2721(e). Mr. Mehrdad Miralaie - 2 September 9, 1997 The monitoring well located at the site is required to be properly abandoned in accordance with the California Well Standards. In addition, all necessary permits from the appropriate agencies (i.e., Orange County Health Care Agency) are required to be obtained prior to decommissioning the well. After the well has been properly abandoned, please submit all documentation to this agency. Once we have received this information, we will update our records to identify this site as inactive_ Please contact Leslie J. Alford of our office at (909 ) 782-4903 if you have any questions regarding this matter. Sincerely, Gerard J. Thibeault Executive Officer Enclosure: Case Closure Summary cc: Steve Long - Fullerton Fire Department John Gery - Edge Environmental Nancy Camacho - State Water Resources Control Board, Cleanup Fund Mr. Chris Johansen - City of Fullerton Old:1.. Vu1I2 CIS Mr. Mehrdad Miralaie 3 I. AGENCY INFORMATION Agency Name: California Regional Water Quality Control Board, Santa Ana Region _. 4. . Address: 3737 Main Street, Suite 500 city/state/zip: Riverside, CA 92501-3339 1 Phone: (909) 782-4903 or (909)-782-4130 Staff: Leslie J. Alford Tale: Associate Engineering Geologist CASE CLOSURE SUMMARY September 9, 1997 Date: August 27, 1997 II. CASE INFORMATION Site Name: Fullerton Transportation Center Location: 150-210 Santa Fe Avenue, Fullerton, Orange County, California RB Case # 083003030T Local Agency Case # NIA Responsible Parties Address Phone Number City of Fullerton Fire Department - Mr. Chris Johansen 303 W. Commonwealth Ave. Fullerton, California 92632 (714) - 738-6870 Tank No. Size In Gallons Contents Closed in -place Removed? Date 1 500 - waste oil (gasoNne?) removed 6118/97 2 5,000 gasoline removed 6118197 Mr. Mehrdad Miralaie 4 Ill. RELEASE AND SITE CHARACTERIZATION INFORMATION September 9, 1997 Cause & type of release: underground tanks Site characterization complete:YES [ x ] NO Closure report dated: August 22, 1997 Monitoring Wells installed: YES [ x I NO j 1 Proper screened interval: YES ] x ] NO [ I NA [ ] Highest depth: 62 feet Lowest depth: 62 feet Flow Direction: assumed to be southerly Most sensitive current groundwater use: Municipal Groundwater Sub -Basin: Santa Ma Forebay Reports(s) filed: California Regional Water Quality Control Board 3737 Main Street, Suite 500 Riverside, CA 92501-3339 Reports) on fife? yes Fullerton Fire Department 312 East Commonwealth Fullerton, CA 92632 [ TREATMENT AND DISPOSAL OF AFFECTED MATERIAL MATERIAL AMOUNT ACTION TREATMENT OR DISPOSAL WIDESTINATION DATE tanks (steel) Adams Steel - Anaheim 6/18197 SOIL 825.4 tons Landmark Material - Irwindale 6120/97 & 6/23/97 Mr. Mehrdad Miralaie 5 III. RELEASE AND SITE CHARACTERIZATION INFORMATIOIMCONT.) September 9, 1997 MAXIMUM DOCUMENTED CONTAMINANT CONCENTRATIONS - BEFORE & AFTER CLEANUP pr�rwr�, w..... 'wok Mein _. . . . . -. CONTAMINANT . Before SOIL (mg/kg) After Before WATER (pg1I} After Total Petroleum Hydrocarbons - gasoline 21,581 12.0 ND ND Benzene 87.7 1.235 ND ND Toluene 1,046 0.669 ND ND Ethylbenzene 297 0.034 ND ND Total Xylenes 586.6 0.510 ND ND Methyl Tertiary Butyl Ether 0.01 0.01 ND ND One soil sample and the groundwater sample was analyzed by EPA Method 8260. With the exception of benzene and toluene, all the other constituents were non -detected. N. CLOSURE Does completed corrective action protect beneficial uses per the regional board basin plan? YES x ] NO [1 Does the corrective action protect public health for current land use? YES [ x ] NO [ ] SITE MANAGEMENT REQUIREMENTS Should corrective action be reviewed if land use changes? YES [ x ] NO [ ] Monitoring or vapor wells decommissioned: YES [ ] NO [ x ) N/A [ ] Number decommissioned: none The monitoring well located at the site is required to be properly abandoned in accordance with the California Well Standards. In addition, all necessary permits from the appropriate agencies are required to be obtained prior to decommissioning the monitoring welts. After the monitoring well hes been properly abandoned, please submit all documentation to this agency. Once we have received this information, we will update our records to identify this site as inactive. List of enforcement actions taken: none List enforcement action rescinded: none Mr. Mehrdad Miralaie - 6 VII. ADDITIONAL COMMENTS, DATA, ETC. September 9, 1997 Two underground storage tanks (UST) were removed from the site (5,000 and 500 gallons). Soil contamination was encountered and was subsequently excavated to depths of approximately 28 feet below ground surface. A remedial action plan was not submitted to this agency for our approval prior to conducting the excavation. Contamination was detected at 27 feet. The full exte of contamination was not fully defined. Therefore, we requested that further investigation be conducted to define the vertically extent of contamination. A boring was drilled and groundwater was encountered at approximately 62 feet below ground surface. Soil and groundwater samples were obtained. Analytical results of the soil samples collected from 30 to 65 feet were low levels c TPH and benzene (15 mg/kg of TPH and 1.1 mg/kg of benzene). The groundwater samples collected were non -detected. No further action is recommended for the following reasons: The soil contamination remaining beneath the former USTs appears to be localized. The amount of soil contamination remaining at the site appears to be of low volume. There is a minimum of 20 feet of non -detected soil below the last detectable concentration of contamination. The soil contamination beneath the former USTs appear to pose a minimal threat to water quality. VIII. RWQCB AGENCY RESPONSE Name: Kenneth R. Williams - Senior Engineers Geologist Response: P " 1 4M -e—__ Signature: / le. *--.. Date_ f- - 9 9 Terry's Auto Fire Inspection 8-15-01 Radius Map Findings 250 E. Santa Fe Ave. CD X CO Terradyne Project No. L194003 CITY OF Fr'LLERTON FIRE DEPAVMENT 312 EastComrnonw,e Aw., F lion, Calif. 92632 — Mon, (7 , 7311.6504 GARGRV rfiV.1 u.►.r l 911 NWMER ERAC, DIR STREET . p UNIT NO. RUSINESS NAM O r r 5 A -I.,- cirri a a ��e FILE4 BUSINESS TELEPNDNE a 6 -/-/a7 MAILING ADDRESS • NAM MJMWER, STREET LIP CONTACTI PRONE )01 R`� f' r— Ca4TACT 2 PHONE OCC COLIE 'KNOX-BOX EXT. SYSTEM DETECTORS PERMITS EXPIRATION DATE GRID 1 I '('( NSF GROUP •NSP FRED FIRST -IN COMPANY ACTMTY DA WY/Of E ACTIVITY CODE 1-J_)s INSP COMPANY f -t2 EMPLOYEE NO. INSPECTION TIME TOTAE TIME .3.2-' id6 10(d Co4u.e a Gh--��. lid t� zA ► n 1 -C-t--ti2A-; - (D.; / r} ylc; :. . Ca; e -w �.. ��ctc� .4 (Ai J 1 sg afrA.,_ a��f �.d�. [fie C e .s- t e(crh. wr _ yz-upckAA A-57 - 0 4 51yo 14-57 3c -it 6Eze„ rt-0 AN INSPECTION OF YOUR FACILITY REVEALED THE FOLLOWING VIOLATIONS: ORDER TO COMPLY: As such conditions are contrary to law, you are required to correct them to det rte, �vheiher or not you .tom- U I Failure to immediately upon receipt of this Notice. An inspectior have complied with this Notice will be conducted on comply with the foregoing Notice before the reinspection do provided by law for such violations. CI. ^-�I�le ' �� 0}k)1/4 , (j JL l will rende you liable to the penalties First Inspection anal Inspectiont n ❑Issue Citation Occu - Fullerton Fire Department FIRE CODE PERMIT 312 E. Commonwealth Ave, Fullerton, CA 92832-2900 (714) 738-6500 Terry's Automotive 250 E Sante Fe Fullerton, CA 526-4627 As required by Article 1 Section 105 of the 1998 California Fire Code, and Fullerton Municipal Code Chapter 13.20, the following materials, processes or operations are permitted: Fire Code Permit - BR Permit No. Permit Description Issued Expires 1. 5034 Store! Handle Class II or III 08/01 8/2002 Fee: $72.00 Combustible liquid greater than 25 gal This permit is issued pursuant to the requirements and conditions as set forth in the California Fire Code and other City, State and Federal Statutes and nationally recognized standards. Final approval and continuing effort of this permits are subject to compliance with Fullerton Fire Department Rules and Regulation and field inspection, This permit is subject to revocation for proper cause or when necessary for public safety. Non-compliance with any provision stipulated herein constitutes a violation of the above code. This permit does not tape the place of any license required by law and is not transferable. This permit is only valid upon receipt of payment and when signed by Fullerton Fire Department Fire Afqrshal or,ftuthhod designee. Fire Marshal L..1 (or authorized designeW spec or a Allen Date Permit Received by POW) Date: r - r t Permit Fee(s) $ To be billed: Payment Received: (check #, cash) Initials POST IN A CONSPICOUS PLACE Fullerton Fire Department FIRE CODE PERMIT 312 E. Commonwealth Ave, Fullerton, CA 92832-2900 (714) 738-6500 Terry's Automotive 250 E Sante Fee Fullerton, CA 526-4627 As required by Article 1 Section 105 of the 1998 California Fire Code, and Fullerton Municipal Code Chapter 13.20, the following materials, processes or operations are permitted: 1. Fire Code Permit - BR Permit No. Permit Description Issued Expires 5140 Repair Garage 8/01 08/2002 Fee: $128 This permit is issued pursuant to the requirements and conditions as set forth in the California Fire Code and other City, State and Federal Statutes and nationally recognized standards. Final approval and continuing effort of this permits are subject to compliance with Fullerton Fire Department Rules and Regulation and field inspection. This permit is subject to revocation for proper cause or when necessary for public safety. Non-compliance with any provision stipulated herein constitutes a violation of the above code. This permit does not take the place of any license required by law and is not transferable. This permit is only valid upon receipt of payment and when signed by Fullerton Fire Department Fire M hal or'qut r designee. Fire Marshal r3 ( (or authorized designee Inspector Corrie Allen ( ate Permit Received by Date: ' Permit Fee(s) $ - To be billed:1_7r/ Payment Received; (check #, cash) Initials POST. IN A CONSPICOUS PLACE Fullerton Fire Department FIRE CODE PERMIT 312 E. Commonwealth Ave, Fullerton, CA 92832-2900 (714) 738-6500 Terry's Automotive 250 E Sante Fe Fullerton, CA 526-4627 As required by Article 1 Section 105 of the 1998 California Fire Code, and Fullerton Municipal Code Chapter 13.20, the following materials, processes or operations are permitted: Fire Code Permit - BR Permit No. Permit Description Issued Expires 1. 5166 Welding -Hot work 08/01 8/2002 Fee: $55.00 This permit is issued pursuant to the requirements and conditions as set forth in the California Fire Code and other City, State and Federal Statutes and nationally recognized standards. Final approval and continuing effort of this permits are subject to compliance with Fullerton Fire Department Rules and Regulation and field inspection. This permit is subject to revocation for proper cause or when necessary for public safety. Non-compliance with any provision stipulated herein constitutes a violation of the above code. This permit does not take the place of any license required by law and is not transferable. This permit is only valid upon receipt of payment and when signed by Fullerton Fire Department Fire M hal or-esruthor'ze esignee. Fire Marshal I'LL � i } i d (or authorized design Inspector Corrie Allen Date Permit Received by Date; Permit Fee(s) $ To be billed, Payment Received: (check #, cash) Initials POST EV A CONSPICOUS PLACE oF' Fu4� s; .fe.A FULLERTON 44 It UNIFIED PROGRAM CONSOLIDATED FORM FACILITY INFORMATION FIRE DEPARTMENT 312 E. Commonwealth Ave, Fullerton, CA 92832 7141738-6500 BUSINESS ACTIVITIES Page 1 of I. FACILITY IDENTIFICATION FACILITY ID # ;. -, L '< I EPA ID # (Hazardous Waste Only) 2 BUSINESS NAME (Same as Facility Name of DBA-Doing Busine s As) BUSINESS ADDRESS 3 • im v7 U. ACTIVITIES DECLARATION NOTE: If you check YES to any part of this list, please submit the Business Owner/Operator Identification page (OES Form 2730). Does your facility... If Yes, please complete these pages of' the UPCF.... A. HAZARDOUS MATERIALS w NO 4 HAZARDOUS MATERIALS INVENTORY - CHEMICAL DESCRIPTION (OES 2731) Have on site (for any purpose) hazardous materials at or above 55 gallons for liquids, 500 pounds for solids, or 200 cubic feet for compressed gases (include liquids in ASTs and USTs); or the applicable Federal threshold quantity for an extremely hazardous substance specified in 40 CFR Part 355, Appendix A or B; or handle radiological materials in quantities for which an emergency plan is required pursuant to 10 CFR Parts 30, 40 or 70? B. UNDERGROUND STORAGE TANKS (USTs' Elms 5 • YES c' NO 6 ❑ YES NO 7 UST FACILITY (Formerly SWAGS Fern A) UST TANK tone page per rank) formerly Form B) UST FACILITY UST TANK One per Lank) UST INSTALLATION - CERTIFICATE OF COMPLIANCE (one page per rank} (Form ai)/ Form C) UST TANK (closure portion -one page per tank) 1. Own or operate underground storage tanks? 2. Intend to upgrade existing or install new USTs? 3_ Need to report closing a UST? C. ABOVE GROUND PETROLEUM STORAGE TANKS (ASTs) ❑ YES NO 8 NO FORM REQUIRED TO CUPAs Own or operate ASTs above these thresholds: ----any tank capacity is greater than 660 gallons, or ---the total capacity for the facility is greater than 1,320 gallons? D. HAZARDOUS WASTE I-r< NO 9 %'''�� Ell '" [1 YES N0 10 ❑ YES NO 11 El YES NO 12 I YES 12K0 13 ❑ YES r—, 0 14 t�' EPA ID NUMBER - provide at the top of this page RECYCLABLE MATERIALS REPORT one Per recyekr) ONSITE HAZARDOUS WASTE TREATMENT - FACILITY (Formerly DISC Farms 1772) ONSITE HAZARDOUS WASTE TREATMENT - UNIT (one page per erer) (Formerly DTSC Forms 1772 A,B,C.D and L) CERTIFICATION OF FINANCIAL ASSURANCE (Formerly DISC Form 1232) REMOTE WASTE !CONSOLIDATION SITE ANNUAL NOTIFICATION (Fomrerly DISC Form 1196) HAZARDOUS WASTE TANK CLOSURE CERTIFICATION (Formerly DTSC Form 1249) I. Generate hazardous waste? 2. Recycle more than 100 kg/month of excluded or exempted recyclable materials (per HSC 25143.2)? 3. Treat hazardous waste on site? 4. Treatment subject to financial assurance requirements (for Permit by Rule and Conditional Authorization)? 5. Consolidate hazardous waste generated at a remote site? 6. Need to report the closure/removal of a tank that was classified as hazardous waste and cleaned onsite? E. LOCAL REQUIREMENTS 15 Does your facility have a City of Fullerton Business License? ONo .es Number Does your facility have any Fullerton Fire Department permits? UNo ❑ Yes BR" List name of Fire Code permits Please describe the main operation of your business: 4Niv 1/40,-, Hours of operation7.- _ Number of Employees ' FFD 326 10/00 Page- 11 - Part I CITY OF FULLERTON FIRE DEPARTMENT 312 E. Commonwealth Ave, Fullerton, CA 92832 714/738-6500 FAX 714/738-3392 Business Emergency Plan PART III - BUSINESS EMERGENCY PLAN (BEP Please read instructions (on green page 6) prior to completing the Business Emergency Plan. This form shall be typed or printed legibly in ink. (Pencil is not accepted) Keep a copy for your records and return the completed original forms, with Parts 1 and 11 to: Fullerton Fire Department Community Safety and Services Division 312 E. Commonwealth Ave Fullerton, CA 92832-2099 Mark the correct box: This is the first time I have filed a BEP ❑ A BEP is required to be reviewed every three years. I am submitting my BEP to meet this requirement. ❑ There have been changes in my business operation and/or personnel and I am submitting a new BEP with the correct information. Business Name Te,A,04..y3 4- k Id /Le h ti4 Address 'I—' 4) S-g/Vk F.c Business Owjer I certify under penalty of law that 1 have personally examined and familiar with the information submitted and believe the submitted information Is true, and corn lete. Print name of Owner/Operator Date l3usi ess flan Prepared By Sig tore Date OFFICIAL USE ONLY: BR Number: Date Received Correction Required: Reviewed by: FFD328 (A) 10/00 Page - 18 - BEP Part III Hazardous Ma,,4rial Disclosure Chemical Inventory and Business Emergency Plan b. Mitigation (reduce the hazard) -- Describe what is done to lesson the harm or the damage to person(s), property, or the environment, and prevent what has occurred from getting worse or spreading. What is your immediate response to a spill, fire explosion, or airborne release at your business? k . 4440.4 c. Abatement (remove the hazard)- Describe what you would do to stop and remove the hazard. How do you handle the complete process of stopping a release, cleaning up, and disposing of released materials at your facility? What aspects of the response are beyond your ability, and need to be handled by others? drf 5kiH ( 4J S ,, d. Describe how you will immediately notify and evacuate your facility. What communications or alarms are used? How will you operate during power failure? Also specify emergency exits, alternatives, and staging area. iil;e- 6„_.c S •a -44 -IG ..-e>o,+( Beot40.1. c flaws , FF0328 10100 Page -20 - Part Iii BEP UNIFIED PROGRAM CONSOLID ED FORM CITY OF FULLERTON FIRE DEPARTMENT 312 E. Commonwealth Ave, Fullerton, CA 92832 714%738-6500 FAX 738-3392 FACILITY INFORMATION BUSINESS OWNER/OPERATOR IDENTIFICATION Bt1SINESS'SITE ADDRESS 5/ =� DUN & BR DSTREET COUNTY Orange 4t- P 44141012444-4 113 OWNER -MAILING ,_J ADDRESS 4. - -z' lv4, r— Page of 103 ZIP CODE 9283'!, 105 SIC CODE 14 digit 4) 107 108 BUSINESS OPERATOR 110 PHONE'] r 1 14 e)1---G73i7 OWNER PHONE 7f Y VT 7— k473 v112 crrY ILep. CONTACT NAME 347,,„" 114 I STALE 1 115 ZIP C001(0.1. Y3 117 CONTACT PHONE 116 118 CONTACT MAILING ADDRESS 118 CRY 120 I STATE 121 ZIP CODE 122 124 NAME T ujj y.1-)70 y,, �j JV I -- TITLE OWM BUSINESSPIIONE S ` 24 -HOUR PHONE �) PAGER* t? { ADDITIONAL LOCALLY COLLECTED INFORMATION Indicate the Billing Address by checking one: 0 Facility Address O Business Owner Address C] Environmental Contact Address ❑ Other: Billing Address: 123 124 125 126 NAME TITLE 4141V' r/ - BUSINESS PHONE c 24 -HOUR PHONE 129 130 131 127 PAGER# S,tf1f 132 133 Certification: Based on my inquiry of those individuals responsible for obtaining the information, I oerlify under penalty of law that I have personalty examined and am familiar with the information submitted and believe the information Is true. accurate. and complete. OWNEWOPERATOR OR D SIGNATED REPRESENTATIVE E OF SIGNE FF0 324E 10100 DES FORM 2730 (1199) DATE 134 NAME OF DOCUMENT PREPARER 135 138 TITLE OF SIGNER 137 PAGE 13 Pan IA ❑ ADD UNIFIED PROGRAM CONSOLJATED FORM CITY OF FULLERTON FIRE DEPARTMENT 312 E. Commonwealth Ave., Fullerton, CA 92832 714/7384500 FAX 714/738-3392 CHEMICAL DESCRIPTION - One Page Per Material Per Building or Area HAZARDOUS MATERIALS INVENTORY 0 DELETE 0 REVISE 200 Dale: rf Pape , Cl SINESS NAME [Same as F ILYYY NAMEorr I)BA - Poop Business As) 3 CHEMICAL +.,: I a .. 201 CHEMICAL LOCATION ❑ Yes 0 N 202 CONFIDENTIAL - EPCRA �� _ { I MAPrr 203 GRID fr 204 .'/.' .. �. :• .1 . �_. .. �. .� - ' .._ . :r .r: '.' '. L'y. :`j',. 44 :r � : ',r :':. .:.f� '- ■ . : r .:. L'w�1-a •:merG�'�L.:� � r. - .Y :.k�Tk�. ��• CHEMICAL NAME , (Fif/s �,-0 y.4.- ,..,,SlF., 1 '; S' +.�2 ,',n: :#'ip. •S'.1* :: 1� i2 •'C�' l�¢'.�i h• .l` rd .�h >E.'.. .. 4�.. .. �`: rte. .::53 x.1='-�.i� .. ,, aF ...m_.i3�°.§'� �'�i�.:' ! L•Lyr.-.i -...",if.ti;�� 205 •i: .: • .. .c wr . _..._._- .� ...__.. ,- . _. .. . .. �:-fir':- TRADE SECRET �� 0 yes IL] Na 20B If Subject to EPCRA. refer 10 instructions COMMON NAIVEfilecti. , } 207 ENS' 0 Yes.P No 206 CAS 8 -741, -G 1---0 2C9 z.,,,, ,...,,,,...,. 7". ..,::,•,..,__,_,....,q..„••• •__ __. _ • Attlite4rAkallAtittl)gfttrO.r.49,1?P• 210 FIRE C E RD CLASSES {Complete IYrequired by CUPAj HAZARDOUS MATERIAL PURE 0 b. MIXTURE 0 G. WASTE 211 'NM (Check one &so orAyJ II-- RADIOACTIVE 0 Yes yyc z 1 z r hl I CURIES 213 PHYSICAL STATE 0 a. SOLID LIQUID 0 c- GAS 214 {Check one dale only) LARGESTCONTAIN y_ 215 L] FED HAZARD CATEGORIES (ChMJYaN that apply) 0 a. FIRE 0 b. REACTIVE 0 c PRESSURE RELEASE 0 d. ACUTE HEALTH 0 e. CHRONIC HEALTH 216 AVERAGE DAILY ,2_617 217 AMOUNT MAXIMUM DAILY 218 AMOUNT ro • ANNUAL WASTE 219 AMOUNT STATE WASTE 220 CODE UNITS' �FF��F�111111 a. GALLONS 0 D. CUBIC FEET 0 c. POUNDS 0 d. TONS 221 OW (Check o dem 0ey) - If ENS, amount must be in pounds. DAYS ON 222 SITESTORAGE CONTAINER �AI3OVEQFtOUND TANK 0 e. PLAST1CINONMETALLIC DRUM 0 i. FIBER DRUM 0 m. GLASS BOTTLE (Check Thal apply) 0 b. UNDERGROUND TANK ❑ f. CAN ❑ J. BAG 0 n. PLASTIC BOTTLE 0 yac,, TANK INSIDE BUIL:INO 0 0. CARBOY ❑ k. BOX ❑ o. TOTE BIN o. STEEL DRUM ❑ h. SILO ❑ I. CYLINDER 0 p. TANK WAGON ❑ a- Ft°JL CAR 223 0 r. OTHER STORAGE PRESSURE 0 a. AMBIENT 0 b. ABOVE AMBIENT 0 c. BELOW AMBIENT 224 STORAGE TEM IERATURE 0 a. AMBIENT 0 b. ABOVEAMBIENT 0 I. BELOW AMBENT ❑ d. CRYOGENIC 225 .... +: -:aa=.i .. .. . .,... .•:.. - �•..:Ia _ �4 i•-� . .. ... "....:r. 1 226 .: iY'•:t.'• - :�'x:'].x:: - :'r,.; %1. -:Ls'.! - ._r:' a?; ' ;:vo. :,r.: :.�s - - x ws• ...x,�g- . k, ,.5:.;. : `� >". "iii:, ;.. .; ....-x..�.+�w : .sy„ • ,..u.I.� .: .... i.1 � is � :Y�Y req - r':1:.:.r .:v � j -.•-i�. >t. 4x.1 ��s, tr'- .,i,%r•i,:�C.es'�,I 't;.i: �V'I�'� °'�«a s�.�lH' ; r .Y?T.,..;:`.;:: ": C; v `,� • �� .r�� ...�Iy�gi.... . � •. i.'.: �,"tf�.a.1: _...... .'�5.; h to ' k. �+.�. i•-f''i A'�£:'..' RP: }.� 227 ,'xa;::,ix �-:: 7�R &!x�: F: � � 17 Yes ❑ No 220 +rt?r<:,n. r.� -• „�q�.� .. . . s Y,:. ,4+x>'s r.W- N.. »._. .._....� . .. 229 2 230 "1. ❑ Yes ❑ No 232 233 3 234 235 0 Yes ❑ No 236 237 4 2.38 239 0 Yes 0 No 246 241 5 242 243 ❑ Yes El No 244 245 ft more hazardous components are present at greater than 1% by weight ifnon•'carclnopenk, or 0.1% by weightlf carcinogenic, attach additional shoats of papa,ceptutg the requfed Wont:atlon. E EPCRA, Please Sign Here 24 FFO 325 10/04 OES Form 2721 Page 15, Part II O ADO ❑ IIELETE I ESS NAME {Same as Ft =HEMICAL ATION CHEMICAL�AME COMMON NAME CAS eOo. t c7f FIRE CODE HAZARD CLASS - HAZARDOUS MATERIAL TYPE (Chock one item orgy) PHYSICAL STATE (Check one dent onN) FED HAZARD CATEGORIES Crtack aEthal app r) AVERAGE DAILY AMOUNT UNITS' (Check ono item only) STORAGE CONTAINER ((aleck a0 Ghat apply] STORAGE PRESSURE STORAGE TEMPERATURE ItsArr 225 2 230 3 234 4 238 5 242 I 7 UmOreharardwrs eonyme• ts M EPCRA, Please S n FD 325 10/00 )ES Fenn 2721 UNIFIED PROGRAM CONS CITY OF FULLERTON F 312 E. Commonwealth Ave., 714/738-6500 FA CHEMICAL DESCRIPTION - One Page 1 :)z ;,TED FORM IRE DEPARTM Fullerton, CA 92832 ,{ 714/738-3392 'er Material Per Building or HAZARDOUS MATERIALS INVENTOI 4T 1I :a ❑ REVISE 200 Date: Page — oN L FY NAMI or Dt3A - Ming OtAlness AN 3 201 ICONFIDENTIAL CHEMICAL LOL4T - XI ❑ vas ❑ No 202 I.PI RA ..: r T 1116 'i MAP p 2U GRID* 204 ' >'T!.{.'`"i! 7 �'% AY Trr ass <: i.:i0 ;G:rt`ri j _.• -..''f-•,' - 3i: u kdl fir- i . ,jja -• �Ui �'�i.' •:-,,,r,.. �i : -)!S'i1/RrnsL'!r!'� i?t' +7i:fH.!"t'.Y - kg! .MJ.,E' 'ii`: � i „I_ r `' . L - •'a't:h:! i 11: hRti�'eiai- :� ..: ':....'.. : . .. .. ... .. 205 TRADE SECRET( I1 Suhted lo l 0 YAs 0 No 206 -?C tA, refer le krsUuelons 207 EHS 0 Yes 0 No 206 209 ? c. . x 1'At![s.€;en ' "4IiEs- i :omptete ITregvir rQ by CLPA) 210 ❑ a. I ORE 0 b. MDCFURE c. WASTE 211 RADIOACTIVE 0 Yes ©Ho 212 Mt ES 213 IDa. *LID `C b. LIQUID 0 c GAS 214 LARST GE CONTAIN :R 215 ❑ a- :IRE 0 b- REACTIVE 0 c. PRESSURE RELEASE EA_SE Q i ACUTE RE, -TI-I 0 e. CHRONIC HEALTH 210 :!17 MAXIMUM DAILY 218 ANNUAL WASTE 219 A OUNT t AMOUNT C7L-4- ;IT/ TE WASTE 720 CO tE a GALLS INS 0 b. CUBIC FEET ❑ c. POUNDS ( 1 d. TOWS 221 If EHS, amount must be In minds. �� iIA SON 222 - ), ABOV :GR001ID TAN$ 0 e. PLASTIC/NONMETALLIC DRUM ❑ i. FIBER DRUM 0 m GLASS BOTTLE )- UNDE IGRQUI ID TANK ❑ F. CAN 0 } RAG ©n. PLASTIC BOTTLE :. TANK NSIDE WILDING ❑ g. CARBOY 0 IL BOX ❑ o. TOTE BIN 0] q. RAIL CNN? 223 -] r. OTHER V. STEE DRUM ❑ h. $ILO © I. CYLINDER 0 p. TANK WAGON 0 a- .0 MGIENT 0 b. ABVVE AM8IFJNT 0 c. BEI OW AMBIENT 224 ❑ a I.MbIE2NT 0 b. AOOVE ANBiEHF 0 C. 6E' OW AMOIEur 0 d. CRY[ GF 'I IC 226 -7:7 a M.,,:".-.3e I :.T N 1?Prime.. 3 iM 5 '. 3'= .:... . .. .. H A ,$f.O'. ti:ttc.--.-i;.:..:: ...i'u. ., .. ._._... .. _.� _. ir..,..-•. .--..... . 27 7 I © Vas ❑ No 278 22B ;2'1 © Yes ❑ No232 233 ' `,5 ❑ Yes ❑ Ho 236 237 ❑ Yes D No 240 241 : 13 © Yes 0 NO 244 245 are pres nil at pr later than 7,1 by weight ifnon-carcinoganf5, ora.axby weight y conk/ we/A , Mach add iltonaf shuts of paper cap, xh g tiro required informal:on. Here 245 Page 15 Part 11 0 ADD 3US1NESS NAME (Sortie as F7 tetiiti s 7.:HEMICAL LOCATION FACrLn rt CHEMICAL N�o-�1E COMMON NAME CAS* [ —70 FIRE CODE HAZARD CLASS HAZARDOUS MATERIAL TYPE (Check one train only/ PHYSICAL STATE (Cheri one dem only) FED HAZARD CATEGORIES (CAech an that apply) AVERAGE DAILY AMOUNT ul4rTS (Checx one Item okay) STORAGE CONTAINER (Check all that apply) STORAGE PRESSURE STORAGE TEMPERATURE fM . . _ 1 225 2 235 3 234 4 238 5 242 itmote hazardous romporf rs AEI'CRA, Pleases n 70325 10/00 DES Farm 2721 UNIFIED PROGRAM CONS :)I.. IL:D FORM CITY OF FULLERTON F IRE DEPARTM VT 312 E. Commonwealth Ave., Fullerton, CA 92832 7141738-b500 FA X 714/738-3392 CHEMICAL DESCRIPTION - One Page I -er Material Per Building OT ar a HAZARDOUS MATERIALS INVENTO t rr ❑ I >ELETE 0 REVISE 200 Dale: Page of L .1-T HAW or DBA - DOtng Business As) ikA7(K l 3 201 CHEMICAL LO(�4T CONFIDENTIAL-- IN 0 Yes ❑ No 2vz :PL RA 1 'L' 24= jI MAPS d a 204 _. '�fi n,jL � •5?3 ". - iro�I,si y . •e{, [s,A,1,1 r oY :ti '.�.[:�' 8:• r.-eir s._., e:Es�I 1 -. �.• -3l -,Y +5 f t •i .. . . . . '•.. . -.... '.._ "7u s:i�rriF .s- , w.. �.� _ 205 A TRADE SECRET if Subjecr Io I ❑ Vas ❑ No 206 tA, refer to instructions 207 ENS' ❑ Yes 0 No 208 ^ / 20.4 [i0 rgfAr Pik lit s_;-1 1k S fie' - [" it regvir rd by CLEA) L 210 ❑ a. I URE 0 b. MIXTURE per WASTE 211 RAI]IOAC ITVE ❑ Yes ❑ No 212 "AM MS 213 ❑ s. ;OLIO b • LIOUI➢ ❑ c, GAS 214 LARGEST GONTAirr :R 216 C} a_ IRE 0 b. REACT VE 0 c. PRESSURE RELEASE El d, ACUTE NEA . TH ❑ e_ CHRONIC HEALTH 216 ii MAXIMUM DAILYr 218 AMOUNT ANNUAL WASTE AMOUNT • 219 !IT1 TF. WASTE :O 8 220 Eli- GALLIINS 0 b. CUBIC FEET 0 c. POUNDS [ a d. TONS 221 T It ETIS, emounl muss be ML pounds. 5014 222 'IT 1. ABOV :GROUND TANK 0 e. PLASTICMDNMETALUC DRUM ❑ L FIBER DRUM ❑ rn. GLASS BOTTLE t. UNDE 3GROUIlD TANK ❑ F. CAN 0 j. BAG ❑ h. PLASTIC BOTTLE ;. TANK NSE E f IUILDING ❑ g. CARBOY ❑ k. BOX ❑ o. TOTE BIN ❑ q RAIL CAR 223 .7 r- OTHER J. ST£E DRUM 0 II. SILO ❑ I. CYLINDER 0 p. TANK WAGON ❑ a. AMBIENT ❑ b. ABOVE AMBIENT 0 c. Re 4W AMBENT 224 © a. ;.Malian 0 b. ABEAE AMBIENT ❑ c. BEI OW AMe7ENT 0 d. CRY : GI VIC 225 i�s �' r": F..�,�; �yl.- ..a • f?i �y,. ,,p" jyC 6 yqq r9 .r :� / p .. ".,A:.:',%r 'Pr.,'': .. . - 'L,07ddPa '!�I v b ..ry..¢ G. -.Eii, I �f:,i .C6i''�;ir vr -.a i• € 'k.wF �"e "•;S�h..-4. �!y�.�,x� _�, - 41113' 7'.` .,,-, -'.'-r ..�.. .. . . . .. . .. .. .s.•_ 27 0 Yes ❑ No 228 229 : r.1 ❑ Yes ❑ No 232 233 ::S ❑ 'Yes ❑No 236 237 0 Yea 0 No 240 241 43 ❑Yes 0 No 244 are p,ra vH ar ;plater than 1% by weight i aco-carcinogenic or Q_1%hr weight h' carcinogen,' , attach addrrknal sheers of paper cap wh g Ifre repotted AiFom,aLon. Here 246 Page 15 Part II 0 ADO 3USINESS NAME{Same as Ff -ire 5 ZHEMICAL LOCATION COMMON NAME CAsa FIRL CODE H GLASS HAZARDOUS MATERIAL IYAr [Check one dem only) PHYSICAL STATE (Cheek one iem only) FED HAxARO CATEGORIES [Coach sN Thar apply) AVERAGE DAkI.Y AMOUNT UNITS* {Check one Nem only) STORAGE CONTAINER (Check eN !bar apply) STORAGE PRESSURE STORAGE TEMPERATU4E �i- t 22.6 230 3 234 4 238 5 242 ft mote haaarNe s 4QfrlpCn• is SPCRA, Freese 5 n UNIFIED PROGRAM CONS :)L ,TED FORM CITY OF FULLERTON FIRE DEPARTM SIT 312 E. Commonwealth Ave., Fullerton, CA 92832 714/738-6500 FAX 714/738-3392 CHEMICAL DESCRIPTION - One Page I'r.r Material Per Building or ki :a HAZARDOUS MATERIALS INVENT° t e ©i CLETE 0 REVISE 200 Dale= Page al _ L FY NAMt or 013A • Doing Business As) 3 291 CHEMICAL LOCAT CONFIDENTIAL •- >l4 [I Yes [I Na 202 lg.! RA 'I rdAP 0 20. I Gift!' p 204 r Y'raelr : - �r. a... fJ I - gi a drys-• �JI, f, r. r.... ,... .. .... . kY �ii' _. � !. Ili .. . 295 TRADE SECRET I1 Subject b 0 vas 0 No 208 t AA. rater to IAS n OIons 207 EHS' © Yes ❑ No 258 209 iu1 r14� 5 1fC 6'5[jf'fi i1 hl . ( :omplePe if reQuir r@ by CUPA) 2 ib a, I URE 0 b. MIXTURE 0 c. WASTE 211 LLLLLL RADIOACTIVE 0 Yes 0 No 242 (%UI IES 213 ©a. 3OLI0 0 b. LIQUID Fe. GAS 214 LARGEST CONTAIN' 'R 215 © a. "IRE 0 b. REACTIVE 0 c. PRESSURE RELEASE 0 ,f. ACUTE REA . Tli 0 s- CHRONIC HEALTH 216 .117 MAXIMUM DAILY 210 AMOUNT ANNUAL WASTE NS AMOUNT ST; <E WASTE 220 4;O rE ❑ a GALLt INS C. CUBIC FEET 0 c. POUNDS 1.3 0. TONS 221 If EHS, amount must be 14 pourrds. DA SON 222 'R I. ABOV :GROUND TANK 0 e. PIASTICINONMETALLIC DRUM ❑ i, FIBER DRUM ❑ rn. GLASS BOTTLE 7. UNDE 1.GROUHUTANK O I. CAN Eli. SAG 0 n. PLASTIC BOTTLE .1. TANK N51I7E BUILDING ❑ g. CARBOY ❑ k. Box ❑ o, TOTE BIN i q. RAIL CAR 223 1 r. OTHER i. STEE DRUM 0 h. SILO P1 CYLINDER © p. TANK WAGON C] a. ► WENT El b ABOVE AMBIENT © c BEI OW AMBIENT 224 0 a. ;AMBIENT ©b. ABOVEAIa8IEBT 0e. eel OWAMBIENT El d. CRY :GI VIC 225 ,';' .� ..: sw• n V .1',10.1. +�- ti r�f,+�'� 3 y�,r.F.t rr :^+` �, A X �..re�?' �k> .+ �2w"cwt'2.{ :ise' i> riJ .idn5�3.i..�lr' :27 ❑ Yes ❑ No 220 229 ''21 ❑Yes ©No232 233 : 35 0 Yes ❑ No 236 237 '`'9 ❑Yes ONo240 241 © Yes ❑ No 249 245 are prvcs Vol Fr; later Ilwe 1% by weigh/ ifnOri-eirrinoperle, or p.1%kr weight alcarcinagenl , after/? adAaiorraf sheers ofgaper cap Xh g the required informatram ale re 246 `FD 325 10100 Page 15 MS Form 2721 Part II Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS FULLERTON TRANSPORTATION CTR (Continued) S102769837 Discover Date: 6/17/1997 Enforcement Date: Not reported Close Date: 9/9/1997 Date Prelim Assessment Workplan Submitted: 6/17/1997 Date Pollution Characterization Began: 8/7/1997 Date Remediation Plan Submitted: Not reported Date Remedial Action Underway: 6/17/1997 Date Post Remedial Action Monitoring: Not reported Enter Date: 8/29/1997 GW Qualifies: Not reported Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.8668057 Longitude: -117.9288357 MTBE Date: Not reported Max MTBE GW: Not reported MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed. MTBE Class: Staff: VJJ Staff Initials: SRL Lead Agency: Regional Board Local Agency: 30013 Hydr Basin #: COASTAL PLAIN OF ORA Beneficial: Not reported Priority: Not reported Cleanup Fund Id: Not reported Work Suspended: Not reported Summary: Not reported B8 ANDREWS & BOYD AUTOMOTIVE SERV 250 E SANTA FE AVE < 1/8 FULLERTON, CA 92832 1 ft. Site 1 of 4 in cluster B Relative: UST: Higher Facility ID: 3092 Actual: Permitting Agency: FULLERTON, CITY OF 163 ft. Latitude: 33.870371 Longitude: -117.918977 UST U003937568 N/A TC5652379.2s Page 15 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS B9 ANDREWS & BOYD INC 250 E SANTA FE AVE < 1/8 FULLERTON, CA 92832 1 ft. Relative: Higher Actual: 163 ft. Site 2 of 4 in cluster B RCRA-SQG: Date form received by agency: Facility name: Facility address: EPA ID: Contact: Contact address: Contact country: Contact telephone: Contact email: EPA Region: Land type: Classification: Description: Owner/Operator Summary: Owner/operator name: Owner/operator address: Owner/operator country: Owner/operator telephone: Owner/operator email: Owner/operator fax: Owner/operator extension: Legal status: Owner/Operator Type: Owner/Op start date: Owner/Op end date: Owner/operator name: Owner/operator address: Owner/operator country: Owner/operator telephone: Owner/operator email: Owner/operator fax: Owner/operator extension: Legal status: Owner/Operator Type: Owner/Op start date: Owner/Op end date: RCRA-SQG 1000356906 CERS HAZ WASTE CAD981966815 SWEEPS UST HIST UST CA FID UST FINDS ECHO HAZNET CERS 09/01/1996 ANDREWS & BOYD INC 250 E SANTA FE AVE FULLERTON, CA 92832 CAD981966815 Not reported Not reported Not reported US Not reported Not reported 09 Facility is not located on Indian land. Additional information is not known. Small Small Quantity Generator Handler: generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time NOT REQUIRED NOT REQUIRED NOT REQUIRED, ME 99999 Not reported 415-555-1212 Not reported Not reported Not reported Private Operator Not reported Not reported JAMES BOYD RICHARD ANDREWS NOT REQUIRED NOT REQUIRED, ME 99999 Not reported 415-555-1212 Not reported Not reported Not reported Private Owner Not reported Not reported TC5652379.2s Page 16 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number ANDREWS & BOYD INC (Continued) Handler Activities Summary: U.S. importer of hazardous waste: Mixed waste (haz. and radioactive): Recycler of hazardous waste: Transporter of hazardous waste: Treater, storer or disposer of HW: Underground injection activity: On -site burner exemption: Furnace exemption: Used oil fuel burner: Used oil processor: User oil refiner: Used oil fuel marketer to burner: Used oil Specification marketer: Used oil transfer facility: Used oil transporter: No No No No No No No No No No No No No No No Historical Generators: Date form received by agency:01/30/1987 Site name: ANDREWS & BOYD INC Classification: Large Quantity Generator Facility Has Received Notices of Violations: Regulation violated: Area of violation: Date violation determined: Date achieved compliance: Violation lead agency: Enforcement action: Enforcement action date: Enf. disposition status: Enf. disp. status date: Enforcement lead agency: Proposed penalty amount: Final penalty amount: Paid penalty amount: Evaluation Action Summary: Evaluation date: Evaluation: Area of violation: Date achieved compliance: Evaluation lead agency: Evaluation date: Evaluation: Area of violation: Date achieved compliance: Evaluation lead agency: CERS HAZ WASTE: Site ID: CERS ID: CERS Description: Violations: FR - 262.10-12.A Generators - General 02/11/1992 09/21/1994 State Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported 09/21/1994 COMPLIANCE EVALUATION INSPECTION ON -SITE Not reported Not reported State Contractor/Grantee 02/11/1992 COMPLIANCE EVALUATION INSPECTION ON -SITE Generators - General 09/21/1994 State Contractor/Grantee 414883 10517509 Hazardous Waste Generator 1000356906 TC5652379.2s Page 17 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number ANDREWS & BOYD INC (Continued) 1000356906 Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 08-14-2013 Citation: HSC 6.95 25505(a) - California Health and Safety Code, Chapter 6.95, Section(s) 25505(a) Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Business Plan when storing hazardous materials at or above the thresholds quantities of 55 gallons/500 Ibs/200 cubic feet. Violation Notes: Not reported Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 06-15-2017 Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Violation Description: Failure to complete and electronically submit a site map with all required content. Violation Notes: Returned to compliance on 08/17/2017. SITE MAP FILE IS CORRUPTED/NON READABLE AND SHALL BE RESUBMITTED. Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 06-15-2017 Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Violation Description: Failure to establish and electronically submit an adequate emergency response plan and procedures for a release or threatened release of a hazardous material. Violation Notes: Returned to compliance on 08/17/2017. FACILITY SHALL UTILIZE CERS-PROVIDED EMERGENCY RESPONSE/CONTINGENCY PLAN TEMPLATE. Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 06-15-2017 Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Section(s) 25508.2 Violation Description: Failure to annually review and electronically certify that the business plan is complete and accurate on or before the annual due date. Violation Notes: Returned to compliance on 08/17/2017. Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 06-15-2017 Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter TC5652379.2s Page 18 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS ANDREWS & BOYD INC (Continued) 1000356906 6.95, Section(s) 25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 08/17/2017. FACILITY SHALL UPDATE QUANTITIES AND INCLUDE CHEMICALS ABOVE THRESHOLD REPORTING REQUIREMENTS ON DISCLOSURE. Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 06-23-2015 Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Section(s) 25508.2 Violation Description: Failure to annually review and electronically certify that the business plan is complete, accurate, and up-to-date. Violation Notes: Not reported Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 02-26-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection. Met with Matt. Inspected used oil, drained used oil/fuel filters, Safety Kleen parts cleaner and waste antifreeze. Drums and tanks were provided with a lid, stored in a secure manner and appear to be in good condition. The operator completes a maintenance inspection on the drums and tanks on a weekly basis. A Hazardous Waste label was noted on all drums and tanks with the required identification. Municipal dumpster area does not appear to contain any hazardous waste. Perimeter of facility inspected - did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review. Manifests and bills of lading for all hazardous waste streams were reviewed today. Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business hours. Please [Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-15-2017 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Fullerton City Fire Department Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection TC5652379.2s Page 19 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number ANDREWS & BOYD INC (Continued) 1000356906 Eval Date: 01-30-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection. Met with Matt Seltzer. Inspected used oil, drained used oil/fuel filters, aqueous parts cleaner and waste antifreeze. Drums were provided with a lid, stored in a secure manner and appear to be in good condition. The operator completes a maintenance inspection on the drums on a weekly basis. A Hazardous Waste label was noted on all drums with the required identification. Municipal dumpster area does not appear to contain any hazardous waste. Perimeter of facility inspected - did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review. Manifests and bills of lading for all hazardous waste streams were reviewed today. Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business hours. Please continue to ensure all [Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-03-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: facility has 30 days to re -certify BEP. Eval Division: Fullerton City Fire Department Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-14-2013 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: UPLOAD TO ESUBMIT Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Enforcement Action: Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Site Address: 250 E SANTA FE AVE Site City: FULLERTON Site Zip: 92832 Enf Action Date: 08-14-2013 Enf Action Type: Notice of Violation (Unified Program) Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Notes: Not reported Enf Action Division: Orange County Environmental Health Enf Action Program: HMRRP Enf Action Source: CERS Coordinates: Site ID: 414883 TC5652379.2s Page 20 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number ANDREWS & BOYD INC (Continued) Facility Name: Env Int Type Code: Program ID: Coord Name: Ref Point Type Desc: Latitude: Longitude: Affiliation: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: TERRYS AUTOMOTIVE HMBP 10517509 Not reported Center of a facility or station. 33.869020 -117.920330 Environmental Contact matthew seltzer Not reported 250 E SANTA FE AVE FULLERTON CA Not reported 92833 Not reported Operator TERRYS AUTOMOTIVE INC Not reported Not reported Not reported Not reported Not reported Not reported (714) 526-4627 Facility Mailing Address Mailing Address Not reported 250 E SANTA FE AVE FULLERTON CA Not reported 92832 Not reported Identification Signer terry thompson president Not reported Not reported Not reported Not reported Not reported Not reported Legal Owner TERRYS AUTOMOTIVE INC Not reported 250 E SANTA FE AVE FULLERTON CA United States 92832 1000356906 TC5652379.2s Page 21 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS ANDREWS & BOYD INC (Continued) 1000356906 Affiliation Phone: (714) 526-4627 Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Parent Corporation TERRYS AUTOMOTIVE Not reported Not reported Not reported Not reported Not reported Not reported Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714) 433-6000 Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Document Preparer Terry Thompson Not reported Not reported Not reported Not reported Not reported Not reported Not reported SWEEPS UST: Status: Active Comp Number: 3092 Number: 9 Board Of Equalization: Not reported Referral Date: 02-11-92 Action Date: 02-11-92 Created Date: 12-31-88 Owner Tank Id: 63 SWRCB Tank Id: 30-013-003092-000001 Tank Status: A Capacity: 550 Active Date: Not reported Tank Use: M.V. FUEL STG: P Content: JET FUEL Number Of Tanks: 1 HIST UST: File Number: 0002B1FB URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002B1FB.pdf Region: STATE Facility ID: 00000048670 TC5652379.2s Page 22 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS ANDREWS & BOYD INC (Continued) 1000356906 Facility Type: Other Other Type: AUTO REPAIR Contact Name: R. ANDREWS & J. BOYD Telephone: 7148799117 Owner Name: RICHARD ANDREWS OR JAMES BOYD Owner Address: 250 E. SANTA FE Owner City,St,Zip: FULLERTON, CA 92632 Total Tanks: 0001 Tank Num: 001 Container Num: 1 Year Installed: 1982 Tank Capacity: 00000550 Tank Used for: WASTE Type of Fuel: WASTE OIL Container Construction Thickness: 1 Leak Detection: None Click here for Geo Tracker PDF: CA FID UST: Facility ID: 30007270 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7145256736 Mail To: Not reported Mailing Address: 250 E SANTA FE AVE Mailing Address 2: Not reported Mailing City,St,Zip: FULLERTON 92632 Contact: Not reported Contact Phone: Not reported DUNs Number: Not reported NPDES Number: Not reported EPA ID: Not reported Comments: Not reported Status: Active FINDS: Registry ID: 110006474788 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act (RCRA) program through the tracking of events and activities related to facilities that generate, transport, and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA program staff to track the notification, permit, compliance, and corrective action activities required under RCRA. Clink this hyperlink while viewing on your computer to access additional FINDS: detail in the EDR Site Report. TC5652379.2s Page 23 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number ANDREWS & BOYD INC (Continued) ECHO: Envid: Registry ID: DFR URL: HAZNET: Site Name: Year: GEPAID: Contact: Telephone: Mailing Name: Mailing Address: Mailing City,St,Zip: Gen County: TSD EPA ID: TSD County: Waste Category: Disposal Method: Tons: Cat Decode: Method Decode: Facility County: Site Name: Year: GEPAID: Contact: Telephone: Mailing Name: Mailing Address: Mailing City,St,Zip: Gen County: TSD EPA ID: TSD County: Waste Category: Disposal Method: Tons: Cat Decode: Method Decode: Facility County: Site Name: Year: GEPAID: Contact: Telephone: Mailing Name: Mailing Address: Mailing City,St,Zip: Gen County: TSD EPA ID: TSD County: Waste Category: Disposal Method: Tons: 1000356906 110006474788 http://echo.epa.gov/detailed-facility-report?fid=110006474788 ANDREWS & BOYD INC 1998 CAD981966815 R. MARK BENEDICT 0000000000 Not reported 250 E SANTA FE AVE FULLERTON, CA 928320000 Not reported CAD099452708 Not reported Oil/water separation sludge Transfer Station .8006 Not reported Not reported Orange ANDREWS & BOYD INC 1997 CAD981966815 R. MARK BENEDICT 0000000000 Not reported 250 E SANTA FE AVE FULLERTON, CA 928320000 Not reported CAT080013352 Not reported Tank bottom waste Recycler .5212 Not reported Not reported Orange ANDREWS & BOYD INC 1995 CAD981966815 R. MARK BENEDICT 0000000000 Not reported 250 E SANTA FE AVE FULLERTON, CA 928320000 Not reported CAD093459485 Not reported Unspecified solvent mixture Transfer Station .0498 1000356906 TC5652379.2s Page 24 Map ID Direction Distance Elevation Site MAP FINDINGS ANDREWS & BOYD INC (Continued) Cat Decode: Method Decode: Facility County: CERS TANKS: Site ID: CERS ID: Site Name: CERS Description: Violations: Site ID: Site Name: Violation Date: Citation: Violation Description: Violation Notes: Violation Division: Violation Program: Violation Source: Site ID: Site Name: Violation Date: Citation: Violation Description: Violation Notes: Violation Division: Violation Program: Violation Source: Site ID: Site Name: Violation Date: Citation: Violation Description: Violation Notes: Violation Division: Violation Program: Violation Source: Site ID: Site Name: Violation Date: Citation: Violation Description: Not reported Not reported Orange 414883 10517509 TERRYS AUTOMOTIVE Chemical Storage Facilities EDR ID Number Database(s) EPA ID Number 1000356906 414883 TERRYS AUTOMOTIVE 08-14-2013 HSC 6.95 25505(a) - California Health and Safety Code, Chapter 6.95, Section(s) 25505(a) Owner/Operator failed to complete and/or submit a Hazardous Materials Business Plan when storing hazardous materials at or above the thresholds quantities of 55 gallons/500 Ibs/200 cubic feet. Not reported Orange County Environmental Health HMRRP CERS 414883 TERRYS AUTOMOTIVE 06-15-2017 HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Failure to complete and electronically submit a site map with all required content. Returned to compliance on 08/17/2017. SITE MAP FILE IS CORRUPTED/NON READABLE AND SHALL BE RESUBMITTED. Fullerton City Fire Department HMRRP CERS 414883 TERRYS AUTOMOTIVE 06-15-2017 HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Failure to establish and electronically submit an adequate emergency response plan and procedures for a release or threatened release of a hazardous material. Returned to compliance on 08/17/2017. FACILITY SHALL UTILIZE CERS-PROVIDED EMERGENCY RESPONSE/CONTINGENCY PLAN TEMPLATE. Fullerton City Fire Department HMRRP CERS 414883 TERRYS AUTOMOTIVE 06-15-2017 HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Section(s) 25508.2 Failure to annually review and electronically certify that the TC5652379.2s Page 25 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS ANDREWS & BOYD INC (Continued) 1000356906 business plan is complete and accurate on or before the annual due date. Violation Notes: Returned to compliance on 08/17/2017. Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 06-15-2017 Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 08/17/2017. FACILITY SHALL UPDATE QUANTITIES AND INCLUDE CHEMICALS ABOVE THRESHOLD REPORTING REQUIREMENTS ON DISCLOSURE. Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Violation Date: 06-23-2015 Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Section(s) 25508.2 Violation Description: Failure to annually review and electronically certify that the business plan is complete, accurate, and up-to-date. Violation Notes: Not reported Violation Division: Fullerton City Fire Department Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 02-26-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection. Met with Matt. Inspected used oil, drained used oil/fuel filters, Safety Kleen parts cleaner and waste antifreeze. Drums and tanks were provided with a lid, stored in a secure manner and appear to be in good condition. The operator completes a maintenance inspection on the drums and tanks on a weekly basis. A Hazardous Waste label was noted on all drums and tanks with the required identification. Municipal dumpster area does not appear to contain any hazardous waste. Perimeter of facility inspected - did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review. Manifests and bills of lading for all hazardous waste streams were reviewed today. Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business hours. Please [Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS TC5652379.2s Page 26 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS ANDREWS & BOYD INC (Continued) 1000356906 Eval General Type: Compliance Evaluation Inspection Eval Date: 06-15-2017 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Fullerton City Fire Department Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-30-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection. Met with Matt Seltzer. Inspected used oil, drained used oil/fuel filters, aqueous parts cleaner and waste antifreeze. Drums were provided with a lid, stored in a secure manner and appear to be in good condition. The operator completes a maintenance inspection on the drums on a weekly basis. A Hazardous Waste label was noted on all drums with the required identification. Municipal dumpster area does not appear to contain any hazardous waste. Perimeter of facility inspected - did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review. Manifests and bills of lading for all hazardous waste streams were reviewed today. Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business hours. Please continue to ensure all [Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-03-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: facility has 30 days to re -certify BEP. Eval Division: Fullerton City Fire Department Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-14-2013 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: UPLOAD TO ESUBMIT Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Enforcement Action: Site ID: 414883 Site Name: TERRYS AUTOMOTIVE Site Address: 250 E SANTA FE AVE Site City: FULLERTON Site Zip: 92832 Enf Action Date: 08-14-2013 TC5652379.2s Page 27 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS ANDREWS & BOYD INC (Continued) Enf Action Type: Enf Action Description: Enf Action Notes: Enf Action Division: Enf Action Program: Enf Action Source: Coordinates: Site ID: Facility Name: Env Int Type Code: Program ID: Coord Name: Ref Point Type Desc: Latitude: Longitude: Affiliation: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Notice of Violation (Unified Program) Notice of Violation Issued by the Inspector at the Time of Inspection Not reported Orange County Environmental Health HMRRP CERS 414883 TERRYS AUTOMOTIVE HMBP 10517509 Not reported Center of a facility or station. 33.869020 -117.920330 Environmental Contact matthew seltzer Not reported 250 E SANTA FE AVE FULLERTON CA Not reported 92833 Not reported Operator TERRYS AUTOMOTIVE INC Not reported Not reported Not reported Not reported Not reported Not reported (714) 526-4627 Facility Mailing Address Mailing Address Not reported 250 E SANTA FE AVE FULLERTON CA Not reported 92832 Not reported Identification Signer terry thompson president Not reported Not reported Not reported Not reported Not reported 1000356906 TC5652379.2s Page 28 Map ID Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAP FINDINGS ANDREWS & BOYD INC (Continued) 1000356906 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: TERRYS AUTOMOTIVE INC Entity Title: Not reported Affiliation Address: 250 E SANTA FE AVE Affiliation City: FULLERTON Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92832 Affiliation Phone: (714) 526-4627 Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Parent Corporation TERRYS AUTOMOTIVE Not reported Not reported Not reported Not reported Not reported Not reported Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714) 433-6000 Affiliation Type Desc: Entity Name: Entity Title: Affiliation Address: Affiliation City: Affiliation State: Affiliation Country: Affiliation Zip: Affiliation Phone: Document Preparer Terry Thompson Not reported Not reported Not reported Not reported Not reported Not reported Not reported A10 KIGER V O NW 245 S POMONA AVE < 1/8 BREA, CA 0.005 mi. 29 ft. Site 8 of 11 in cluster A Relative: EDR Hist Auto Higher Actual: Year: Name: Type: 163 ft. 1936 KIGER V 0 AUTO SERVICE STATIONS 1936 HOME OIL CO AUTO SERVICE STATIONS EDR Hist Auto 1009092939 N/A TC5652379.2s Page 29 Historic Aerial Maps Sanborn Maps CD Q x n Terradyne Project No. L194003 Terrys Automotive Site 120 E Santa Fe Avenue Fullerton, CA 92832 Inquiry Number: 5652379.8 May 15, 2019 The EDR Aerial Photo Decade Package CEDR 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com EDR Aerial Photo Decade Package 05/15/19 Site Name: Client Name: Terrys Automotive Site Terradyne 120 E Santa Fe Avenue 2136 Rutland Dr. Fullerton, CA 92832 Austin, TX 78758 EDR Inquiry # 5652379.8 Contact: Sam Noori CE DR® Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source 2016 1"=500' Flight Year: 2016 USDA/NAIP 2012 1"=500' Flight Year: 2012 USDA/NAIP 2009 1"=500' Flight Year: 2009 USDA/NAIP 2005 1"=500' Flight Year: 2005 USDA/NAIP 2002 1"=750' Flight Date: June 05, 2002 USGS 1995 1"=500' Acquisition Date: October 03, 1995 USGS/DOQQ 1990 1"=500' Flight Date: September 06, 1990 USDA 1987 1"=500' Flight Date: March 29, 1987 USDA 1977 1"=500' Flight Date: January 18, 1977 EDR Proprietary Brewster Pacific 1972 1"=500' Flight Date: October 30, 1972 USGS 1963 1"=500' Flight Date: February 28, 1963 USGS 1953 1"=500' Flight Date: May 30, 1953 USDA 1947 1"=500' Flight Date: June 18, 1947 FAIR 1938 1"=500' Flight Date: June 21, 1938 USDA When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5652379 - 8 page 2 ', +ii�n •dpi u Vi�.'w� L -1-„,r' •' I. I .+ r I .- il 7it.! T of : -, ;', e -tii,.. ;-4. ii I i At INS It INQUIRY #: 5652379.8 YEAR: 2012 - 500' CEDR s : It _ � M 1 ;111-711‘11111 Mil 11 MIAMI 44.41 •fit t. • ': 1• 1rifl t� 1 .7. '1-'1 . Tiltif -r *- 41 4 L rT •. *' ° t.r TR k �.n ,� ` E 01 3 r - J 7' L .p t 91. ■ a' - 'lir !�_ t i li le r 4� "1i' 11. 74, . j # ly 0, " _ ..,_-1-, OIL I - INQUIRY #: 5652379.8 N YEAR: 2002 = 750' CEDR INQUIRY #: 5652379.8 YEAR: 1995 CEDR - c Ji ISMIT f_ . . . 1111 ME IL MI '# f _444011* Per 1111 . fi X • 141 )44 • 44. *it oat *---011t 7'11- 411-14iI*? AI 41*=1 41. ' 1.1 f MVII .+ i d 1.1 illii vis ' • 1•4,x' 40-44 olarb� _ 0111 4111 �� Y : ( J -4a L.�ix 11.E fMlf a6 le.. : _. ,.. +,y y�f�i , ._• 1 .44 INQUIRY #: 5652379.8 YEAR: 1953 4N = 500' CEDR ...••a•• ..••. !lb° -I.' f 41P - 1.:r1 x.11 ,1 I 411 40.1.. ....•.••••••••••••••p •w•ei w••••..• . • a.Hi•••••.a••••.e•.,• effiVINIFWBarerM7 ttN ems+ e•i • ♦Y.•.••�i " •. ` 11 4,74 L tee 1:* # er INQUIRY #: 5652379.8 YEAR: 1947 = 500' N EDR t� .a r `I e� y1 asF 4 er ON," ell • : 14 '" .n".. 6 I I It AI. • :.. 4. : ::::••••:!!..:::::: 0 .::: • • . • —.2 T • .••...•...•.... ..+•• •••.••i.•.HM • • ••••••.'••.•.•. ♦.•..'..•,••• li.•e i1!•••0 ..••.♦ .. *.........•. .•w• l.•. •..• ..•:•, »•••5 ..«.•• .•. .......... ft 1.1 • . ••••a.i e..•*a**wi• s ,.i• 2 N Terrys Automotive Site 120 E Santa Fe Avenue Fullerton, CA 92832 Inquiry Number: 5652379.3 May 14, 2019 Certified Sanborn® Map Report CEDR 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Certified Sanborn® Map Report 05/14/19 Site Name: Client Name: Terrys Automotive Site Terradyne 120 E Santa Fe Avenue 2136 Rutland Dr. Fullerton, CA 92832 Austin, TX 78758 EDR Inquiry # 5652379.3 Contact: Sam Noori CE DR' The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Terradyne were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Certification # E522-45F7-BD36 PO # EDR Reports / ESA Phase I Project 120 E Santa Fe Ave Maps Provided: 1959 1949 1927 1917 1911 1907 1900 1894 Limited Permission To Make Copies Sanborn® Library search results Certification #: E522-45F7-BD36 The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress bi University Publications of America rf EDR Private Collection The Sanborn Library LLC Since 1866T. Terradyne (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5652379 - 3 page 2 Sanborn Sheet Key This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. 1959 Source Sheets Volume 1, Sheet 22 1959 1949 Source Sheets Volume 1, Sheet 22 1949 1927 Source Sheets Volume 1, Sheet 22 1927 Volume 1, Sheet 23 1959 Volume 1, Sheet 23 1949 Volume 1, Sheet 23 1927 1917 Source Sheets Volume 1, Sheet 2 1917 Volume 1, Sheet 11 1917 5652379 - 3 page 3 Sanborn Sheet Key This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. 1911 Source Sheets Volume 1, Sheet 5 1911 1907 Source Sheets Volume 1, Sheet 4 1907 1900 Source Sheets Volume 1, Sheet 4 1911 Volume 1, Sheet 5 1907 Volume 1, Sheet Keymap/SheeMolume 1, Sheet 5 1900 1900 1894 Source Sheets Volume 1, Sheet 2 1894 5652379 - 3 Page 4 CE DR' Certified Sanborn® Map 1959 At Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP'. Fullerton, CA 92832 Client: Terradyne EDR Inquiry: 5652379.3 Order Date: 05/14/2019 Certification 1 E522-45F7-BD36 Copyright 1959 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 22 23 Volume 1, Sheet 23 Volume 1, Sheet 22 51 WQ 512 82 a3 fig: - g• 3 E o j C D u o o N w i g n 33 - t D EEE 0 Feet 150 300 5652379 - 3 page 5 600 CEDR' Certified Sanborn® Map 1949 ■ u Sit Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP: Fullerton, CA 92832 Client: Tenadyne EDR Inquiry: 5652379.3 Order Date: 05/14/2019 Certifications E522-45F7-BD36 Copyright 1949 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 22 23 MMI 111 Mal • ■ 7 Volume 1, Sheet 23 Volume 1, Sheet 22 i LI F ■ •l C 1611 31 I®� I I. • dij ■ MN t MI 1 1 maim ■ MI II 300 600 ■ )n ■ 0 Feet 150 5652379 - 3 page 6 CEDR° Certified Sanborn® Map 1927 F Sit Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP: Fullerton, CA 92832 Client: Tenadyne EDR Inquiry: 5652379.3 Order Date: 05/14/2019 Certifications E522 -45F7 -B036 Copyright 1927 • ■ U • This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 22 23 Volume 1, Sheet 23 Volume 1, Sheet 22 on I ■ 1 } Certification #E522-45F7-BD36 r I 0 Feet 150 300 5652379 - 3 page 7 600 CE DR' Certified Sanborn® Map 1917 Sit Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP'. Fullerton, CA 92832 Client: Terradyne EDR Inquiry: 5652379.3 Order Date'. 05/14/2019 Certification i E522-45F7-BD36 Copyright 1917 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. s 11 Volume 1, Sheet 11 Volume 1, Sheet 2 Certification #E522-45F7-BD36 1 1 0 Feet 150 300 t 5652379 - 3 page 8 600 CEDR' Certified Sanborn® Map 1911 a • ■ F Sit Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP: Fullerton, CA 92832 Client: Tenadyne EDR Inquiry: 5652379.3 Order Date: 05/14/2019 Certifications E522-45F7-BD36 Copyright 1911 ■ • • I ail • ■ This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 4 5 } Volume 1, Sheet 4 Volume 1, Sheet 5 ■ I • ■ t l i 1 } Certification #E522-45F7-BD36 r I 0 Feet 150 300 5652379 - 3 page 9 600 CE DR' Certified Sanborn® Map 1907 Sit Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP'. Fullerton, CA 92832 Client: Terradyne EDR Inquiry: 5652379.3 Order Date'. 05/14/2019 Certification i E522-45F7-BD36 Copyright 1907 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 4 5 Volume 1, Sheet 5 Volume 1, Sheet 4 I Certification #E522-45F7-BD36 1 1 0 Feet 150 300 5652379 - 3 t page 10 600 CE DR' Certified Sanborn® Map 1900 Il At Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP'. Fullerton, CA 92832 Client: Terradyne EDR Inquiry: 5652379.3 Order Date'. 05/14/2019 Certification i E522-45F7-BD36 Copyright 1900 1 • This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 5 Key mapfSheel 1 Volume 1, Sheet 5 Volume 1, Sheet Keymap/Sheet1 ij Certification #E522-45F7-BD36 1 1 0 Feet 150 300 t 5652379 - 3 page 11 600 CEDRS Certified Sanborn® Map 1894 Slt Name: Terrys Automotive Site Address: 120E Santa Fe Avenue City, ST, ZIP'. Fullerton, CA 92832 Client: Terradyne EDR Inquiry: 5652379.3 Order Date: 05/14/2019 Certification 1 E522-45F7-BD36 Copyright 1894 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 2 Volume 1, Sheet 2 51 512 NeP.n m S 5 i i _' 3 E o j C D u o o E � fE# o E Certification #E522-45F7-BD36 1 1 0 Feet 150 300 5652379 - 3 600 4 .N, page 12 Environmental Records Search CD 0_ x O Terradyne Project No. L194003 Terrys Automotive Site 120 E Santa Fe Avenue Fullerton, CA 92832 Inquiry Number: 5652379.5 May 15, 2019 The EDR-City Directory Abstract CEDR® Environmental Data Resources Inc 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.com TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.'s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals. Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1920 through 2014. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property. A summary of the information obtained is provided in the text of this report. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. Data by infoUSA Copyright©2008 All Rights Reserved RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report. Year Source TP Adjoining Text Abstract Source Image 2014 EDR Digital Archive X X 2010 EDR Digital Archive X X - 2005 EDR Digital Archive X X - 2002 Haines Company 2001 Pacific Telephone 1997 Pacific Telephone - - 1995 Pacific Bell X X - Pacific Bell X X X 1992 Pacific Bell - 1991 Pacific Bell X X - 1986 Pacific Bell X X - 1980 Pacific Telephone X X 5652379-5 Page 1 EXECUTIVE SUMMARY Year Source TP Adjoining Text Abstract Source Image 1980 Pacific Telephone X X X - 1975 Luskey Brothers & Co., Inc. X X Luskey Brothers & Co., Inc. X X X 1971 Luskey Brothers Co., Inc. - - 1970 General Telephone Co., of California X X - General Telephone Co., of California X X X 1966 Pacific Telephone X X Pacific Telephone X X X - 1965 Ross Publications, Inc., X X - 1961 Luskey Brothers & Co., 1960 Luskey Brothers & Co., X X Luskey Brothers & Co., X X X - 1956 Luskey Brothers & Co., Inc. X X - Luskey Brothers & Co., Inc. X X X 1955 The Pacific Telephone and Telegraph Co. X X The Pacific Telephone and Telegraph Co. X X X - 1952 Luskeys Directory Service Co. - - 1950 The Pacific Telephone and Telegraph Co. X X The Pacific Telephone and Telegraph Co. X X X 1946 Southern California Telephone Co. X X - 1945 McCutcheon & Bragonier X X - McCutcheon & Bragonier X X X 1941 Southern California Telephone Co. X X Southern California Telephone Co. X X X - 1936 Western Directory Co. - - 1930 Western Directory Co. 1926 Pacific Telephone 1925 Western Directory Co. X X - 1922 Kaasen Directory Co. X X - 1921 Western Directory Co. 1920 Santa Ana Directory Co. - 5652379-5 Page 2 FINDINGS TARGET PROPERTY INFORMATION ADDRESS 120 E Santa Fe Avenue Fullerton, CA 92832 FINDINGS DETAIL Target Property research detail. E SANTA FE AVE 120 E SANTA FE AVE Year Uses 1995 Sarta Fe Railway 1980 Amtrak 1975 City Transfer Weinman Trucking Service 1970 City Transfer 1966 City Transfer 1955 Coast Carloading Co 1950 Fullerton Depot 1941 Santa Fe Depot Westn Union Telegraph Co SANTA FE AVE E 120 SANTA FE AVE E Year Uses 1960 S F RY 1956 Santa Fe Ry pass 1950 Santa Fe Ry pass & frt sta Western Union 1945 4 Wistn Union ASanta Fe Ry Source Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier 5652379-5 Page 3 FINDINGS ADJOINING PROPERTY DETAIL The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address. COMMONWEALTH AVE 117 COMMONWEALTH AVE Year Uses Source 1991 Fullerton Pacific Bell 1925 Wickersheim Building Western Directory Co. 242 COMMONWEALTH AVE Year Uses Source 1980 FRANKS ITALIAN FOODS Pacific Telephone COMMONWEALTH AVE E 102 COMMONWEALTH AVE E Year Uses 1965 n WILLARD BEAUTY SUPPLY 1960 PAC FINANCE LOANS 1956 Loans Lam Pacific Finance Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. 104 COMMONWEALTH AVE E Year Uses Source 1965 PACIFIC FINANCE LOANS Ross Publications, Inc., 1960 SMITH VERNE MEAT MKT Luskey Brothers & Co., 1956 Smith Verne Luskey Brothers & Co., Inc. 1950 Smiths R L meat mkt The Pacific Telephone and Telegraph Co. Stein Strauss Co Inc mkt The Pacific Telephone and Telegraph Co. 1945 Raymond Johnson maats McCutcheon & Bragonier W E Laufman fruits McCutcheon & Bragonier 105 COMMONWEALTH AVE E Year 1956 1950 1945 1922 Uses Hatherly Eliz Mrs Lam Hatherly J W J W Hatherly Hagenstein Guss atty Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. 5652379-5 Page 4 FINDINGS Year Uses 1922 Edens & Wagner trucking Mitchell H B dentist U S Long Distance Shoupe G J Mrs hairdresser Henderson Vanneta chiro Amerige Block Amerige G H 106 COMMONWEALTH AVE E Year Uses 1965 n GRIMMS WATCH SHOP 1960 GRIMMS WATCH SHOP 1956 Grimms Watch Shop Lam 1950 Grimms Watch Shop 1601 W 1945 AH H Schwoob ins AStein Strauss Co genl mdse Source Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier 107 COMMONWEALTH AVE E Year Uses Source 1950 Dress Box The 1504 J The Pacific Telephone and Telegraph Co. 1945 The Dress Box McCutcheon & Bragonier 108 COMMONWEALTH AVE E Year Uses Source 1965 CURLYS BARBER SHOP Ross Publications, Inc., 1960 MACKS BARBER SHOP Luskey Brothers & Co., 1956 Macks Barber Shop Luskey Brothers & Co., Inc. 1950 Louis Shoe Stand The Pacific Telephone and Telegraph Co. Macks Barber Shop The Pacific Telephone and Telegraph Co. 1945 S 0 Mc Gaughy barber McCutcheon & Bragonier 109 COMMONWEALTH AVE E Year Uses 1965 GENERAL UPHOLSTERING SH 1960 GENL UPHOL 1956 Vacant 1950 Vacant 1945 a A & A Radio & Appi Co 1922 Fullerton Realty Co Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. 5652379-5 Page 5 FINDINGS 111 COMMONWEALTH AVE E Year Uses 1965 1960 1956 1950 1945 1922 REYNOLDS PHOTO STUDIO REYNOLDS PORTR AIT STUDIO Reynolds Studio photog Lam Reynolds Studio photog 1536 J a 14 Reynolds Studio photog Mc Farlands Cafe 112 COMMONWEALTH AVE E Year Uses 1965 WILLIAMS COTHE 1960 WILLIAMS CO THE 1956 Ful War Surplus Lam 1950 Williams Co salvage 1945 a Ful Linoleum & Awning Co 4 State Dept of Emp a Salvation Army Store 113gr U S Emp Sery 1922 Crain Priscilla Mrs Gold Aaron Daffern J W 113 COMMONWEALTH AVE E Year Uses 1965 JUDY LYNN BAKERY 1960 TEIGENS PNT & WALLPAPER JUDY LYNN BAKERY 1956 Judy Lynn Bakery Lam 1/2 Teigen Paint Store Lam 1950 Vacant V 2 Starr J L Paint Store 597 R 1922 Printery The 114 COMMONWEALTH AVE E Year Uses 1965 MOOSE LODGE NO 1960 LOYAL ORDER OF MOOSE FUL LODGE 1956 Say Mor Home Supply 1950 Va Ful Moose Lodge Sales Ful Lockers froz fd Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 6 FINDINGS Year 1950 1945 1922 Uses Ted & Zellas Club Center ABC Food Bank Pearce N E Mrs w Wright J W Oglesby W F ins agt Boege E 0 sporting goods 115 COMMONWEALTH AVE E Year Uses 1965 CALIFORNIA HEALTH FOODS OFULLERTON HEARING AID C 1960 CALIF HEALTH FOODS 1956 Brosnan D J ins Lam Calif Health Food Store Lam 1950 Brosnan Inc Agcy 1327 J Cal Health Food Store 1327 J 1945 Mrs M M Willwater health foods D J Brosnan ins 1922 Unique Cleaners 116 COMMONWEALTH AVE E Year Uses 1922 Davis L A plumber 117 COMMONWEALTH AVE E Year Uses 1965 VACANT 1960 WORLD TRAVEL BUR SOU CHINA CAFE 1956 South China Cafe Lam 1/2 Geni Uphol Shop Lam Lee Jee Lam 1950 V 2 Vacant Coles Lunch 657 R 1945 Orange Administrative Committee 4 E R Ruedrich acct C F Peters real est Culp & Williams Ins Source The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Source Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier McCutcheon & Bragonier McCutcheon & Bragonier 5652379-5 Page 7 FINDINGS Year Uses 1945 H B Bemis real est Pac Citrus Prod Co whse 1922 Orange Co Ignition Wks 118 COMMONWEALTH AVE E Year Uses 1965 AUTHORIZED APPLICANCE C 1960 SCHULZ WALTER J APPL SCHULZ WALTER J APPL 1956 Schulz W J elec appl Lam 1950 Schuliz W J hshld appis 295 W 1945 Moose Hall W J Schulz elec appi 1922 120 Sprague G A H clnr Hogle S F harnessmakr Maxwell J B barber 119 COMMONWEALTH AVE E Year Uses 1965 CHUCKS HOBBY HOUSE 1960 BAKERS CHUCK HOB BY HSE 1956 Bakers Chuck Hobby House Lam 1950 No return 1945 U S O 120 COMMONWEALTH AVE E Year Uses 1965 H IRWIN 1960 INCOME TAX & RL EST H IRWIN 1956 Irwin Howard appraiser Lam Pegler H C rl est Lam V 2 Crooke F A ins Lam 1950 Irwin Howard Pegler H C real est Crook F A ins 1945 AW L Waters atty a Howard Irwin real est Source McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier 5652379-5 Page 8 FINDINGS 121 COMMONWEALTH AVE E Year 1960 1956 Uses CHRISTIAN SCIENCE READING RM Reading Room Lam Christian Science 1950 Vacant 1945 Vacant 1922 Crown Stage Lines Pitts & Wilkinson oil sta 122 COMMONWEALTH AVE E Year Uses 1965 JOES BARBER SHOP 1960 JOES BARBER SHOP SCHULZ WALTER J 1956 Fashion Barber Shop Lam Cooke A GLam 1/2 World Travel Bureau Lam Greyhound Bus Depot Lam 1950 Fashion Barber Shop 1175 Cooke A G 1945 A G Cooke barber AMrs Angie Bouslog drsmkr 1922 Guthaus C J Engman Edwd baker 123 COMMONWEALTH AVE E Year Uses 1965 CHRISTIAN SCIENCE READI 1956 George & Raes Cafe 1950 George & Raes Cafe 1945 W G Grimm watch repr 124 COMMONWEALTH AVE E Year 1965 1960 1956 1950 Uses CAL FURNITURE FREIGHT PROSPERITY CLNRS Prosperity Clnrs Lam Prosperity Clnrs Ellis F E 1945 AProsperity Cleaners Source Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 5652379-5 Page 9 FINDINGS Year Uses 1922 Riley Harry D autoa 125 COMMONWEALTH AVE E Year Uses 1956 Hertz Rent A Car Lam 5 4866 Hertz Truck Rental Sery n Lam Valley U Drive Co Lam Ful Yellow Cab Co LLam 1950 Ful Yellow Cab Co Zip Cab Co 44 and 76 Am Bus Lines 1945 Mel Meyer used cars 1922 Shoupe Glen sewing machs Stull Mayme Mrs hemstitch 127 COMMONWEALTH AVE E Year Uses 1922 Ireland & Son carp 129 COMMONWEALTH AVE E Year Uses 1965 GN MULLEN 1960 GM MULLEN 1956 Baker W BLam Scheibler M 0 Lam 1950 Wilson H W Mrs 325 W 1945 Mrs H W Wilson 1922 Wilson C B 130 COMMONWEALTH AVE E Year Uses 1965 METROPOLITAN TRANSIT AU GREYHOUND BUS DEPOT TRANSPORTATION CNTR VAC 1960 MET TRANS AUTHORITY GREYHOUND BUS DEPOT RAILWAY EXP AGCY 1956 Sou Pac Co Lam Pac Elec Ry Lam 1950 Pac Elec RY Sou Pac Co Source Kaasen Directory Co. Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Source Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 10 FINDINGS Year Uses 1945 APacific Elec Ry Co ARailway Exp Agency ASouthern Pacific Co a Pac Greyhound Lines 1922 Pac Elec Ry Depot 133 COMMONWEALTH AVE E Year 1965 1956 1950 1945 1922 Uses NGM VANCLEAVE Lang C M Mrs Lam Lang J H AJ H Lang phys Lang JHphys 138 COMMONWEALTH AVE E Year Uses 1956 Dots Spot Cafe 1950 Dots Spot Cafe 1945 A 4 Foss Sery Station 1922 Davis W E 139 COMMONWEALTH AVE E Year Uses 1965 RAMSEY REALTY 1960 RAMSEY OR TROUT RLTRS 1956 Holve N K Mrs Lam Ramnsey & Trout Lam Turner E C Mrs Am cor Constn Co Inc Lam 1950 Holve N K Mrs m 1945 AReliance Life Ins Co AA F Holve ins 1922 Graham C E 140 COMMONWEALTH AVE E Year Uses 1965 BAUGHMAN & TURNER MOBIL 1960 BAUGHMAN ED & CO 1956 Baughman Ed & Co 1950 Carls Brake Sery Source McCutcheon & Bragonier McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. 5652379-5 Page 11 FINDINGS Year Uses Source 1950 Foss Mobile Sery The Pacific Telephone and Telegraph Co. 142 COMMONWEALTH AVE E Year Uses Source 1945 C Anson auto repr 143 COMMONWEALTH AVE E Year Uses 1965 COLONIAL BEAUTY SH OP 1960 COLONIAL BTY SHOP I HUSSEY 1956 Colonial Beauty Shop Lam Hussey M I Mrs Lam Bailey Etta Mrs 1950 Colonial Beauty Shop Hussey M L Mrs 1945 Mrs I M Hussey beauty shop 1922 Rosenman G C 144 COMMONWEALTH AVE E McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Year Uses Source 1945 Mrs A L Pate restr McCutcheon & Bragonier 1922 Stroscheimn F G Kaasen Directory Co. Bailey F E Kaasen Directory Co. 145 COMMONWEALTH AVE E Year Uses 1965 6 C DAVIES 1960 POMONA AV INTS G C DAVIES 1956 Davies G C Mrs Lam 1950 Davis G C Mrs 1111 1945 Mrs G CDavies 1922 Davies R T 201 COMMONWEALTH AVE E Year 1950 1945 Uses First Methodist Ch AFirst Methodist Ch Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 5652379-5 Page 12 FINDINGS 202 COMMONWEALTH AVE E Year Uses 1965 U S GOVERNMENT POST OFF 1960 US POST OFC 1956 Ful P O Lam 1950 FuI P O 1945 AFullerton Post Office 1922 Holcormb F R 203 COMMONWEALTH AVE E Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Year Uses Source 1922 vacant Kaasen Directory Co. 208 COMMONWEALTH AVE E Year Uses Source 1922 Holcomb C E Kaasen Directory Co. 209 COMMONWEALTH AVE E Year Uses Source 1965 C CANDLES Ross Publications, Inc., 1960 C BROWN Luskey Brothers & Co., TH PORTER Luskey Brothers & Co., 1956 Brown Chris Lam Luskey Brothers & Co., Inc. V Kenady M J Mrs Luskey Brothers & Co., Inc. 1950 Va Kenady Margt Mrs The Pacific Telephone and Telegraph Co. Brown Chris The Pacific Telephone and Telegraph Co. 1945 t 4 Mrs Irene Jarvis McCutcheon & Bragonier Chris Brown McCutcheon & Bragonier 1922 Smith B E Mrs Kaasen Directory Co. 212 COMMONWEALTH AVE E Year Uses Source 1965 BRAMWELL LAVON MD Ross Publications, Inc., 1960 A E ALNE Luskey Brothers & Co., L BRAMWELL Luskey Brothers & Co., 1956 Bramwell Lavon phys Lam Luskey Brothers & Co., Inc. 1950 Bramwell Lavon phys 803 J The Pacific Telephone and Telegraph Co. 1945 Lavon Bramwell phys McCutcheon & Bragonier 5652379-5 Page 13 FINDINGS 213 COMMONWEALTH AVE E Year Uses Source 1960 VACANT Luskey Brothers & Co., 1956 Northcliff R H Lam Luskey Brothers & Co., Inc. 1950 Mulliken 0 0 Mrs 1990 M The Pacific Telephone and Telegraph Co. 1945 Mrs 0 0 Mulliken McCutcheon & Bragonier 215 COMMONWEALTH AVE E Year Uses 1965 BUILDING EGGLESTON JANET A EGGLESTON n ATWATER JOHN T & ASSOCI Commonwe Itt Eost Contd OGLE EMPLOYMENT AGENCY 1960 CARL E DEPUE RLTR C E DEPUE 1956 Depue C E rl est Lam 1950 Moore N W Mrs 1945 W A Moore 1922 Taylor R J 216 COMMONWEALTH AVE E Year Uses 1965 FULLERTON BUSINESS SERV 52 S PRACTICAL MISSIONARY TR 1956 Struve E E phys Lam 1950 Hannon L J phys 752 J 1945 L J Hannon phys 218 COMMONWEALTH AVE E Year Uses 1965 PERSONAL PROTECTION AGE o LEATHERBY INSURANCE SER 1960 FUL BUSNS SERV L HAMMER NIELSEN CITRUS PRACTICAL MISSIONARY TRAINING 1956 Sery Lam Fullerton Business Source Ross Publications, Inc., Ross Publications, Inc., Ross Publications, Inc., Ross Publications, Inc., Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. 5652379-5 Page 14 1 FINDINGS Year Uses 1956 1/2 Simmig Warner Bergen A GLam 1950 Ful Bike Shop repr 948 Lawson T P 1945 Jack Mc Clure R W Cason 1922 Mc Carthy J 3 fish Mc Carthy J J 219 COMMONWEALTH AVE E Year Uses 1965 FULLERTON CHAMBER OF C 1960 FUL C OF C 1956 Cooper N S Lam 1950 Sellers R L 786 J 1945 Clay Brood 1922 Jensen Albt 220 COMMONWEALTH AVE E Year Uses 1965 J VARGAS o ALFERNANDEZ OFFICE EQUI 1960 ALFERNANDEZ OFC EQUIP 1956 c Kenney C B b Ludwig R W a Mc Kinney L J Mrs Lam 1950 a Mc Coy T A b Foule Harry c Blurton R L 0293 M 1945 AMrs S M Johnson 1922 Patton G J 223 COMMONWEALTH AVE E Year Uses 1956 1/2 Wist Elsie Mrs 1950 Va Parker D M 1938 J 1945 Dewey Parker Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 224 COMMONWEALTH AVE E Year Uses Source 1965 REFUSED INFO Ross Publications, Inc., 5652379-5 Page 15 1 FINDINGS Year Uses 1960 F B SHEPHERD 1956 Shepherd F B Mrs Lam 1950 Shepherd F B Mrs 2439 W 1945 AMrs Frances Shepherd 1922 Walker H A 225 COMMONWEALTH AVE E Year Uses 1965 FIRST FED SAVINGS 6 LOA 1960 FIRST FEDL SAV & LOAN ASSN OF FUL 1956 z Garrison B M Mrs Stockton R HLam Osborn C E Mrs 1950 V 2 Fullerton J L 2607 W a Parker Dewey Boyd R M 1205 W 1945 Roy Fullerton R M Boyd 1922 Reid F F Source Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Kaasen Directory Co. 228 COMMONWEALTH AVE E Year Uses Source 1965 HA MARCLIUS MD Ross Publications, Inc., 1960 H A MARCUS Luskey Brothers & Co., 1956 Marcus H A chiro Lam Luskey Brothers & Co., Inc. 1950 Marcus H A chiro 293 W The Pacific Telephone and Telegraph Co. Va Roby Letha The Pacific Telephone and Telegraph Co. 1945 H A Marcus chiro McCutcheon & Bragonier W S Ballard McCutcheon & Bragonier 1922 Moore 3 J F Kaasen Directory Co. 229 COMMONWEALTH AVE E Year Uses Source 1922 Rico B E Kaasen Directory Co. 232 COMMONWEALTH AVE E Year Uses Source 1965 A ANE 50 N:t Ross Publications, Inc., VACANT Ross Publications, Inc., L GCAW 6 YS Ross Publications, Inc., 5652379-5 Page 16 FINDINGS Year Uses Source 1965 3 E TAYLOR Ross Publications, Inc., HOS 5 EICK Ross Publications, Inc., 3 SAe R Ross Publications, Inc., VACANT Ross Publications, Inc., R a ECHNEAR Ross Publications, Inc., COMNWEAPARTMENTS Ross Publications, Inc., VACANT Ross Publications, Inc., 233 COMMONWEALTH AVE E Year Uses Source 1965 STATE OF CALIF DEPT OF Ross Publications, Inc., 1960 ST DEPT OF EMP Luskey Brothers & Co., 1956 State Dept of Emp Lam Luskey Brothers & Co., Inc. 1922 Dunham 0 R Kaasen Directory Co. 234 COMMONWEALTH AVE E Year Uses Source 1965 CHILODRENS FAIRYLAND NUR 525 B Ross Publications, Inc., 1960 CHILDRENS FAIRY LAND NRSRY SCH Luskey Brothers & Co., 1956 Childrens Fairyland Luskey Brothers & Co., Inc. Nursery Sch Lam Luskey Brothers & Co., Inc. 1950 Everle Letty B 1724 J The Pacific Telephone and Telegraph Co. Lettys Beauty Salon 1724 J The Pacific Telephone and Telegraph Co. 1945 Jas Ewing McCutcheon & Bragonier 1922 Eason E L Kaasen Directory Co. Batchnman 3 J C Kaasen Directory Co. 236 COMMONWEALTH AVE E Year Uses Source 1950 Connor W T The Pacific Telephone and Telegraph Co. 1945 Robt Ward McCutcheon & Bragonier 1922 Chansler R Kaasen Directory Co. 237 COMMONWEALTH AVE E Year Uses Source 1922 Sheppard H W Kaasen Directory Co. 241 COMMONWEALTH AVE E Year Uses Source 1956 Libby W RLam Luskey Brothers & Co., Inc. 5652379-5 Page 17 FINDINGS Year Uses 1950 Pickens L E 1394 W 1945 AL E Pickens 1922 Maigre F J 242 COMMONWEALTH AVE E Year Uses 1965 HADDON BROS SHELL SLRV 1960 HADDON BROS SHELL SERV HARVARD AV INTS 1956 1/2 Day Augusta Lam Bohannan W N Lam Realty Exch Lam 1950 0 R V Cafe 1745 R 2/2 Severson 0 R 1745 R 1945 Annetta R Tombes 1922 Sheldon J I 244 Lillie G E 244 COMMONWEALTH AVE E Source The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Kaasen Directory Co. Year Uses Source 1956 Weaver Real Est Sery Lam Luskey Brothers & Co., Inc. Weaner C NLam Luskey Brothers & Co., Inc. 1950 Lee V E 1724 W The Pacific Telephone and Telegraph Co. 1945 J B Eckels McCutcheon & Bragonier 246 COMMONWEALTH AVE E Year Uses Source 1965 C 3 COPENHAVES Ross Publications, Inc., COMMONWEALTH AVE W 100 COMMONWEALTH AVE W Year Uses Source 1956 Water & Bldg Luskey Brothers & Co., Inc. Dept Lam Luskey Brothers & Co., Inc. 101 COMMONWEALTH AVE W Year Uses Source 1950 Security First Nat I Bk Bldg The Pacific Telephone and Telegraph Co. Jones D C rltr The Pacific Telephone and Telegraph Co. 5652379-5 Page 18 FINDINGS Year Uses 1950 Andrew Bros of Calif fruit pkr N Orng Co Cit Exch Schumacher D J Iwyr Vacant Verry L S Iwyr Street continued 1945 Sec First Natl Bk Bldg 103 COMMONWEALTH AVE W Year Uses 1956 Security First Natl Bk Escrow Dept 1950 Pitts E H shoe shiner Peiffer A Pins 723 W 1945 Ernast Pittls shoe shiner 104 COMMONWEALTH AVE W Year Uses 1956 Engineers ofc Lam 105 COMMONWEALTH AVE W Year Uses 1956 Hovey M H barber Lam Truitt S D barber Lam 5 5585 Mildreds Beauty Salon Lam Police Dept Lam 1950 Morris Barber Shot Johnsons Beauty Shop 1945 AM H Hovey beaulty shop 107 COMMONWEALTH AVE W Year Uses 1956 Treasurers ofc Lam Putnam Geo luggage Lam 1950 Lombard Norman real est Ustick H L acct 1945 AH L Ustick Co accts Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Inc. Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 5652379-5 Page 19 FINDINGS 108 COMMONWEALTH AVE W Year Uses 1956 Clerks ofc Lam 109 COMMONWEALTH AVE W Year 1956 1950 1945 Uses Vacant Finseth iwlrs 4 Stewarts Dress Shop 110 COMMONWEALTH AVE W Year Uses 1956 Council Room Lam 111 COMMONWEALTH AVE W Year Uses 1956 Mayors ofc Lam Mc Pherson Appliances Lam 1950 La Bleut Beauty Salon 1945 La Bleu Beauty Salon 112 COMMONWEALTH AVE W Year Uses 1965 REXS NOVELTY ASAHARA CO 1960 ROBINSON JWLRS 1956 Robinson Dale Jwlr Lam City Admn Lam a Sphinx Chair Glide Co Lam 1950 Nadines cdo a Sphinx Chair Glide Co 1945 AF A Crooks real east AH H Crooks real eat 113 COMMONWEALTH AVE W Year Uses 1965 THRPIFTY CUT RATE DRUGS 1960 THRIFTY CUT RATE DRUGS 1956 Thrifty Cut Rate Drugs Lam 1950 Breck Hdw 1945 P & M I Hclwo Source Luskey Brothers & Co., Inc. Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Inc. Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 5652379-5 Page 20 FINDINGS 114 COMMONWEALTH AVE W Year Uses Source 1965 SIGN 5 BY MACK 9 C Ross Publications, Inc., TRADER JOHNS A L USED F Ross Publications, Inc., 1960 EIMERS SHOE STORE Luskey Brothers & Co., 1956 Eimers Shoe Store Lam Luskey Brothers & Co., Inc. 1950 Economy Shoe Store The Pacific Telephone and Telegraph Co. 1945 AEconomy Shoe Store McCutcheon & Bragonier 115 COMMONWEALTH AVE W Year Uses Source 1965 VACANT Ross Publications, Inc., 1956 Calvo Paul sury Lam Luskey Brothers & Co., Inc. Caruthers L K atty Lam Luskey Brothers & Co., Inc. 1950 Ful Hotel The Pacific Telephone and Telegraph Co. 1945 AFullorton Taxi McCutcheon & Bragonier SAFullerton Hotel McCutcheon & Bragonier 1922 Frederick Cafe Kaasen Directory Co. 116 COMMONWEALTH AVE W Year Uses 1965 o AUBREY LAKE INSURANCE 1960 A LAKE 1956 Lake Aubrey RI Est Lam 1/2 Lake Aubrey Ins Agcy Lam 1950 Jewett Bros contrs 1945 AAubrey Lake real sat AC A Bruce real esti AD C Jones real ast AJewett Bros contra Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier McCutcheon & Bragonier McCutcheon & Bragonier 117 COMMONWEALTH AVE W Year Uses Source 1965 0 ALLSTATE INSURANCE CO Ross Publications, Inc., 9 SEARS ROEBUCK & COMPAMY Ross Publications, Inc., 1960 SEARS ROEBUCK Luskey Brothers & Co., 1956 Sears Roebuck & Co Lam Luskey Brothers & Co., Inc. 1945 Vacant McCutcheon & Bragonier 1922 Wickersheim Imp Co Kaasen Directory Co. 5652379-5 Page 21 FINDINGS 118 COMMONWEALTH AVE W Year Uses 1965 FULLERTON BOL 1960 FUL BOWL 1956 Ful Bowl bowling Bowling Cafe 1950 Lake Aubrey Ancy Nicks Snack Bar Fil Bowlins Centr 1945 AFul Bowling Center 125 COMMONWEALTH AVE W Year 1950 1945 Uses Mc Coy & Mills autos AMc Coy & Mills autos 127 COMMONWEALTH AVE W Year Uses 1965 BCAMBRELL TOM R MD EVANS LOUISE PHD 1960 J & K HOME APPL 1956 J & K Home Appl Lam 1950 1 & K Home Apn I 1945 AJ & K I Home Appliances 1922 Eltiste M & Co 129 COMMONWEALTH AVE W Year Uses 1965 9 0 ARDESTY GORDON MUSIC 1956 Campbell Erickson Ins Agcy Lam 1950 Camohell Ericksnn Ins Agcy Continental Ct 326 Continental Ct Year Uses 2014 DREAM TEAM TICKETS 329 Continental Ct Year Uses 2014 BOHR CONSTRUCTION Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Kaasen Directory Co. Source Ross Publications, Inc., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. Source EDR Digital Archive Source EDR Digital Archive 5652379-5 Page 22 FINDINGS Depot Ct 325 Depot Ct Year Uses Source 2014 WEST COAST TRADING EDR Digital Archive 2010 WEST COAST TRADING EDR Digital Archive 326 Depot Ct Year Uses Source 2010 SMARTSALE EDR Digital Archive District Ct 302 District Ct Year Uses Source 2014 BLMA MODELS INC EDR Digital Archive BLMA EDR Digital Archive MY METAL BUSINESS CARD LLC EDR Digital Archive 2010 BLMA EDR Digital Archive 310 District Ct Year Uses Source 2010 SWEET MANGO EDR Digital Archive 336 District Ct Year Uses Source 2010 BEN FRANK HOCKEY EDR Digital Archive 212 SPORTS LLC EDR Digital Archive 350 District Ct Year Uses Source 2010 BEETNIK MEDIA EDR Digital Archive E COMMONWEALTH 113 E COMMONWEALTH Year Uses Source 1966 JUDY LYNN BAKERIES No 1 Pacific Telephone 114 E COMMONWEALTH Year Uses Source 1966 Moose Lodge No 339 Fullerton Pacific Telephone 5652379-5 Page 23 FINDINGS Year Uses Source 1966 PAINTERS LOCAL UNION 1817 Pacific Telephone 241 E COMMONWEALTH Year Uses Source 1980 Smith Clark A E COMMONWEALTH AVE 100 E COMMONWEALTH AVE Pacific Telephone Year Uses Source 1980 Goodwin Phil Jr Pacific Telephone 101 E COMMONWEALTH AVE Year Uses Source 1991 Ragztop Pacific Bell 1986 Silver Gryphon Books Pacific Bell Fullerton Ins Service Pacific Bell FULLE RTON IN S S E RVICE S IN C Pacific Bell 102 E COMMONWEALTH AVE Year Uses Source 1991 New View Photography Pacific Bell New View Designs Contemporary Pacific Bell Furniture 1966 B & W DRAPES Pacific Telephone 1955 Fullerton Ofc The Pacific Telephone and Telegraph Co. 104 E COMMONWEALTH AVE Year Uses Source 1986 La Fiesta Clothing & Gifts Pacific Bell 1980 Transamerica Financial Services Dave Pacific Telephone Singery Mgr 1975 Fullerton Luskey Brothers & Co., Inc. Fullerton Luskey Brothers & Co., Inc. 1966 Fullerton Pacific Telephone PACIFIC FINANCE Branch Offices Pacific Telephone 1955 Smiths Verne Meat Mkt The Pacific Telephone and Telegraph Co. 1950 Smiths Verne Meat Mkt The Pacific Telephone and Telegraph Co. 1946 Meat Dept Southern California Telephone Co. 5652379-5 Page 24 FINDINGS 105 E COMMONWEALTH AVE Year Uses 1980 Bean Robert L atty I 1950 Hatherly J W r 106 E COMMONWEALTH AVE Year Uses 1995 Williams Mortgage Group Inc 1986 Grimms Watch Shop 1980 Grimms Watch Shop Grimms Watch Shop William G Grimm 1975 Grimms Watch Shop 1970 Grimms Watch Shop 1966 Grimms Watch Shop 1955 Grimms Watch Shop 1950 Grimms Watch Shop 1946 Grimms Watch Shop Grocery Dept 1941 Welsh J W Co roofng Stein Strauss Co Inc genl mdse Source Pacific Telephone The Pacific Telephone and Telegraph Co. Source Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. 107 E COMMONWEALTH AVE Year Uses Source 1950 Dress Box The The Pacific Telephone and Telegraph Co. 1946 Dress Box The Southern California Telephone Co. 108 E COMMONWEALTH AVE Year Uses Source 1980 D & H Service Center Pacific Telephone W Ynns Barber Shop Pacific Telephone 1975 Calif Barber Shop Luskey Brothers & Co., Inc. 1970 Martin Lawrence H I General Telephone Co., of California 109 E COMMONWEALTH AVE Year Uses Source 1995 Barbaras Beauty Supply Pacific Bell Barbaras Beauty Salon & Supply Pacific Bell 1991 Barbaras Beauty Supply Pacific Bell 1986 Fullerton Beauty Supply Pacific Bell 1980 Beauty Products Inc Pacific Telephone 5652379-5 Page 25 FINDINGS Year Uses Source 1980 BEAUTY PRODUCTS INC Faith Schafnitz Pacific Telephone Manager 1975 Beauty Products Inc Luskey Brothers & Co., Inc. 1970 Beauty Products Inc General Telephone Co., of California De Marco Furn I General Telephone Co., of California 1966 GENERAL UPHOLSTERING SHOP Pacific Telephone 1950 Osgood Don See Don Osgood Television The Pacific Telephone and Telegraph Co. & Appliance Center Don Osgood Television & Appliance The Pacific Telephone and Telegraph Co. Center 1946 A & A Radio & Appliance Co Southern California Telephone Co. 1941 Salvation Army The Southern California Telephone Co. 111 E COMMONWEALTH AVE Year Uses Source 1991 Morrow RE Pacific Bell Morrow Photographics Pacific Bell 1986 Morrow Photographies Pacific Bell 1980 DAVIS PHOTOGRAPHY Pacific Telephone DAVIS PHOTOGRAPHY Stancil E Davis Pacific Telephone 1975 Reynolds Studio Luskey Brothers & Co., Inc. 1966 Reynolds Studio Pacific Telephone 1955 REYNOLDS STUDIO The Pacific Telephone and Telegraph Co. 1950 Reynolds Studio The Pacific Telephone and Telegraph Co. 1946 Reynolds Studio Southern California Telephone Co. 1941 Bemis HUNTINGTON BEACH rl est Southern California Telephone Co. Pike E L Radio Sery Southern California Telephone Co. 112 E COMMONWEALTH AVE Year Uses 1995 WILLIAMS CO THE 1991 WILLIAMS CO THE 1980 Williams Co The SJ Williams President 1975 WILLIAMS CO THE 1966 Fullerton WILLIAMS CO THE 1955 Williams Co The army & navy goods War Surplus Store army & navy goods 1950 Fullerton War Surplus 1946 Fullerton Linoleum Co Source Pacific Bell Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 5652379-5 Page 26 FINDINGS 113 E COMMONWEALTH AVE Year Uses 1995 JUDY LYNN BAKERY 1991 JUDY LYNN BAKERY 1986 JUDY LYN N BAKE RY 1980 RUIZ JIM PRINTING SERVICE 1966 J S T New & Used Furn 1955 Judy Lynn Bakery Teigen Paint Store 1950 Volunteers of America Starr Joe L Paint Store 1946 Fullerton Coast Paint Store 114 E COMMONWEALTH AVE Year Uses 1955 Tedn Zellas Club Center Say Mor Home Supply 1950 Ted N Zellas Club Center Fullerton Freezer Locker Plant 1946 ABC Food Bank 1941 Kenwards Mkt 115 E COMMONWEALTH AVE Year Uses 1995 Health Food Store Calif Health Foods 1991 Health Food Store Calif Health Foods California Health Foods 1986 Health Food Store Calif Health Foods California Health Foods 1980 CALIFORNIA HEALTH FOODS JOHN LANNING Health Food Store Calif Health Foods California Health Foods CALIFORNIA HEALTH FOODS John Lanning 1975 California Health Foods Health Food Store Calif Health Foods 1970 CALIF HEALTH FOOBDS 1966 CALIF HEALTH FOODS Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone 5652379-5 Page 27 FINDINGS Year Uses 1966 HEALTH FOOD STOKE calif Health Foods 1955 Brosnan Ins Agcy Health Food Store Willwater Madalene Mrs Health Food Store 1950 Willwater Madalene Mrs Health Food Store Brosnan Ins Agcy Health Food Store 1946 Brosnan Ins Agcy Health Food Store Willwater Madalene Mrs Health Food Store 1941 Health Food Store 117 E COMMONWEALTH AVE Year Uses 1995 WORLD TRAVEL BUREAU INC Fullerton 1980 Fullerton World Travel Bureau Inc Thomas A Jackson 1975 Fullerton 1966 Fullerton World Travel Bureau Inc 1955 South China Cafe General Upholstrng Shop 1950 Traylors Floor Covering South China Cafe 1946 Remington Rand Inc Systems Div Orange Administrative Committee Hoyt & Ingersoll restrnt Fernandez Al ofc equip Culp & Williams ins Blair H R contr Bemis H B rl est 118 E COMMONWEALTH AVE Year Uses 1995 Greers Antique Mall Source Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Bell 5652379-5 Page 28 FINDINGS Year Uses Source 1991 Villa Crystal Pacific Bell 1955 SCHULZ WALTER J washng machs The Pacific Telephone and Telegraph Co. 1950 Rigid Mfg Company roofers The Pacific Telephone and Telegraph Co. Schulz Walter J washng machs The Pacific Telephone and Telegraph Co. 1946 Schulz Walter J washng machs Southern California Telephone Co. Santa Ana Tent & Awning Co Southern California Telephone Co. Robbins Home Insulation Co Southern California Telephone Co. Miller W E acct Southern California Telephone Co. 1941 Campbells Linoleum & Shade Shop Southern California Telephone Co. 119 E COMMONWEALTH AVE Year Uses Source 1995 Greenery Natural Kitchen The Pacific Bell 1991 Greenery Natural Kitchen The Pacific Bell 1986 Greenery Natural Kitchen The Pacific Bell 1980 Greenery Natural Kitchen The June Pacific Telephone Hunter Greenery The Pacific Telephone 1975 Shell Shelter Derrys Luskey Brothers & Co., Inc. DERRYS SHELL SHELTER Luskey Brothers & Co., Inc. 1970 CHUCKS HOBBY HOUSE General Telephone Co., of California 1966 Chucks Hobby House Pacific Telephone Bakers Chuck Hobby House Pacific Telephone 1955 BAKERS CHUCK HOBBY HOUSE The Pacific Telephone and Telegraph Co. 1946 Bruces Clnrs & Tailors Southern California Telephone Co. 120 E COMMONWEALTH AVE Year Uses 1995 STATE FARM INSURANCE COMPANIES Galea John K ins Jones Henry ins Fallerton 1991 Evidence Of Insurance Galea John Kins Galea Ruth& Mark Caleana Consepcion A A Jones Henry ins 1986 Jones Henry ins Manning Bill ins Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell 5652379-5 Page 29 FINDINGS Year Uses Source 1980 Jones Henry ins Pacific Telephone Manning Bill ins Pacific Telephone Hunt Wallace M & Associates Pacific Telephone 1975 Bonney Donald D bkkpng Luskey Brothers & Co., Inc. Jean Joseph A Jr CPA Luskey Brothers & Co., Inc. Pegler Harold C rl est Luskey Brothers & Co., Inc. VANCE ROOFING CO Luskey Brothers & Co., Inc. 1970 Goudy C V General Telephone Co., of California Gauger Jan General Telephone Co., of California Irwin Howard ri est General Telephone Co., of California 1966 Bonney Donald D bkkpng Pacific Telephone Crooke Frank A Bonney Donald D bkkpng Pacific Telephone Irwin Howard rl est Pacific Telephone Pegler Harold C rl est Pacific Telephone 1955 Crooke Frank A ins The Pacific Telephone and Telegraph Co. Irwin Howard rl est The Pacific Telephone and Telegraph Co. Irwin Howard State Inheritance Tax The Pacific Telephone and Telegraph Co. Appraiser Pegler Harold C rl est The Pacific Telephone and Telegraph Co. 1950 Crooke Frank A ins The Pacific Telephone and Telegraph Co. Irwin Howard rl est The Pacific Telephone and Telegraph Co. Irwin Howard State Inheritance Tax The Pacific Telephone and Telegraph Co. Appraiser 1946 Irwin Howard Irwin & Irwin rl est Southern California Telephone Co. Irwin Howard State Inheritance Tax Southern California Telephone Co. Appraiser 1941 State Inheritance Tax Appraiser Southern California Telephone Co. Waters Wm L atty Southern California Telephone Co. Irwin Howard State Inheritance Tax Southern California Telephone Co. Appraiser Irwin & Irwin rl est Southern California Telephone Co. 121 E COMMONWEALTH AVE Year Uses Source 1975 Bobev Antiques Luskey Brothers & Co., Inc. 1955 Reading Room The Pacific Telephone and Telegraph Co. 1950 Pac Citrus Products Co The Pacific Telephone and Telegraph Co. 1946 Fullerton Bike Shop Southern California Telephone Co. 5652379-5 Page 30 FINDINGS 122 E COMMONWEALTH AVE Year Uses 1995 Richard Allen Antiques 1986 Newstar T V Repair 1980 Cobblers Hut Shoe Repair Jin II Jeon SYSTEMS Ery Davis & Jerry Burner 1970 Valencias Barber Shop Wolf Lloyd A 1966 Joes Appointment Barber Shop 1955 Cooke A G World Travel Bureau 1950 Cooke A G r Fullerton World Travel Bureau 1946 Lois Laine Shop drsmkng 1941 Cooke A G r Stewart Dress Shoppe 123 E COMMONWEALTH AVE Year Uses 1995 HOUSE OF BIBLES 1986 HOUS E OF BIBLE S 1980 HOUSE OF BIBLES Wayne Palessiro 1975 House Of Bibles 1966 Reading Room Christian Science Churches & Reading Rooms Anaheim 124 E COMMONWEALTH AVE Year Uses 1995 Hub Cafe The Antique Mine The 1986 Merle West Interiors 1980 Cal Furniture Freight Outlet John Hanaway 1975 Cal Furniture Freight Outlet 1966 Cal Furniture Freight Outlet 1955 PROSPERITY CLNRS 1950 Prosperity Clnrs 1946 Prosperity Clnrs 1941 Prosperity Clnrs & Hatters Source Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone General Telephone Co., of California General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. Pacific Telephone Pacific Telephone Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. 5652379-5 Page 31 FINDINGS 125 E COMMONWEALTH AVE Year Uses 1950 Fullerton Yellow Cab Co Zip Cab Co 1946 Zip Cab & Delivery Co 129 E COMMONWEALTH AVE Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Year Uses Source 1980 Gilyard ohn W Pacific Telephone Mullen G Pacific Telephone 1975 Mullen G Luskey Brothers & Co., Inc. 1966 Mullen Grace N Pacific Telephone 1955 Baker Wm B The Pacific Telephone and Telegraph Co. 1950 Wilson Chas B r The Pacific Telephone and Telegraph Co. 1941 Wilson Chas B r Southern California Telephone Co. 130 E COMMONWEALTH AVE Year Uses Source 1975 Fullerton Luskey Brothers & Co., Inc. C & S Sales Luskey Brothers & Co., Inc. 1970 C&S Trailers General Telephone Co., of California C&SSales General Telephone Co., of California Fullerton General Telephone Co., of California SOUTHERN General Telephone Co., of California GREYHOUND BUS LINES General Telephone Co., of California Fullerton General Telephone Co., of California 1966 SO CALIF RAPID TRANSIT DIST Pacific Telephone Fullerton Pacific Telephone Metropolitan Transit Authority Ticket & Pacific Telephone Passenger Information Anaheim call Fullerton Fullerton Pacific Telephone GREYHOUND BUS LINES Pacific Telephone Transportation Center Pacific Telephone 1955 Zip Cab Co See Yellow Cab Co of The Pacific Telephone and Telegraph Co. Fullerton Yellow Cab Co of Fullerton The Pacific Telephone and Telegraph Co. Fullerton Ticket Ofc The Pacific Telephone and Telegraph Co. Fullerton Depot The Pacific Telephone and Telegraph Co. 1950 Fullerton Ticket Ofc The Pacific Telephone and Telegraph Co. Fullerton Depot The Pacific Telephone and Telegraph Co. 5652379-5 Page 32 FINDINGS Year Uses Source 1946 Fullerton Ticket Ofc Southern California Telephone Co. Motor Transit Lines Div Southern California Telephone Co. Depot Southern California Telephone Co. Fullerton Southern California Telephone Co. Fullerton Southern California Telephone Co. 1941 Motor Transit Lines Div Southern California Telephone Co. Pac Elec Ry Co Southern California Telephone Co. Pac Elec Ry Co Southern California Telephone Co. Greyhound Bus Depot Southern California Telephone Co. Depot Southern California Telephone Co. 131 E COMMONWEALTH AVE Year Uses Source 1995 Hansons Flowers Pacific Bell Hassons Flowers Pacific Bell 1991 Hassons Flower Shop Of Fullerton Pacific Bell Hassons Flower Shop Of Fullerton Pacific Bell 133 E COMMONWEALTH AVE Year Uses Source 1995 Sun Coin & Co Pacific Bell 1991 Sun Coin & Co Pacific Bell 1986 Cevallos Gilbert Jr Pacific Bell 1980 Ayala Rafael Pacific Telephone Qui ano John M Jr Pacific Telephone Ayala Rafael M Guarina Pacific Telephone Quijano John M Jr Carmen Pacific Telephone 1975 Quijano John M Jr Luskey Brothers & Co., Inc. Ayala Ralph Luskey Brothers & Co., Inc. Ayala Rafael Luskey Brothers & Co., Inc. 1970 Ayala Rafael General Telephone Co., of California 1955 Lang J H Mrs The Pacific Telephone and Telegraph Co. 1950 Lang J H Dr r The Pacific Telephone and Telegraph Co. 1941 Lang J H Dr ofc Southern California Telephone Co. 136 E COMMONWEALTH AVE Year Uses Source 1995 El Ghiotto Italian Restaurant Pacific Bell 1991 II Ghiotto Italian Restaurant Pacific Bell 5652379-5 Page 33 FINDINGS Year Uses 1986 Restaurante Basseto CrostaConcutelli International 137 E COMMONWEALTH AVE Year Uses 1995 Allstate Insurance Companies Sales Offices Anaheim Fullerton 138 E COMMONWEALTH AVE Year Uses 1946 Anson Oliver C Garage Foss Joe Sery Stanton 1941 Pitts & Wilkinson tirs Post Office Garage 139 E COMMONWEALTH AVE Year Uses 1980 Rivera Martin Rivera Guadalupe Cresencia Rodriguez Daniel 1975 Rivera Teru 1970 Olvera Manuel R Olvera Carnela 1966 Schmidt Lucy Holve N K 1955 Trout Louis M rl est Ramsey & Trout Holve Norma K Amcor Construction Co Inc AMCOR CONSTRUCTION CO INC 1950 Weaver Ri Est Sery Holve Norma K r 1946 Holve A F Reliance Life Ins Co of Pittsburgh Reliance Life Ins Co of Pittsburgh 1941 Holve A F Reliance Life Ins Co of Pittsburgh Reliance Life Ins Co of Pittsburgh Source Pacific Bell Pacific Bell Source Pacific Bell Pacific Bell Source Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. 5652379-5 Page 34 FINDINGS 140 E COMMONWEALTH AVE Year Uses 1995 Pacific Realtors Sturm Edward W Law Offices Of Pacific Realtors Pacific Realtors Lapping Thomas H atty at law International Chemical Workers Union Regional Ofc Grant & Fund Raising Experts Carroll Stannard atty Care Provider Benevest Escrow Management Inc BEC Trust Deed Services Benevest Escrow Company Fullerton Fullerton PUBLIC OFFICE LOCATIONS 1991 Trider Plaza Fullerton International Chemical Workers Union Regional Ofc Neira Williams Baber Enterprise Plumbing Enterprise Personnel 1986 American West Personnel Services Inc Dolan Michael A Law Offices Of Dolan Michael Law Office International Chemical Workers Union Regional Ofc Libratronia MKGK Inc Peterson Larry D Attorney Richey Enterprises 1980 BAUGHMAN & TURNER AUTO REPAIRING Howard Turner BAUGHMAN & TURN E R 1975 BAUGHMAN & TURNER Owens C H & Sons towng 1970 BAUGHMAN & TURNER Owens C H & Sons 1966 BAUGHMAN & TURNER Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California Pacific Telephone 5652379-5 Page 35 FINDINGS Year Uses Source 1966 Natl Automobile Club Emergency Garage Pacific Telephone 1955 BAUGHMANS ED GARAGE The Pacific Telephone and Telegraph Co. Emergency Garage The Pacific Telephone and Telegraph Co. 1950 Foss Joe Sery Stanton The Pacific Telephone and Telegraph Co. 141 E COMMONWEALTH AVE Year Uses Source 1970 Forsyth Lance 143 E COMMONWEALTH AVE Year Uses 1975 Hussey Iva Lubanski Stanley A Jr 1970 Colonial Beauty Shop 1966 Turner Edna Colonial Beauty Shop 1955 Colonial Beauty Shop 1950 Colonial Beauty Shop 1946 Colonial Beauty Shop General Telephone Co., of California Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 145 E COMMONWEALTH AVE Year Uses Source 1995 United Capital Of California Pacific Bell 1966 Davies Gertrude C Pacific Telephone 1955 Davies R T The Pacific Telephone and Telegraph Co. 1950 Davies R T r The Pacific Telephone and Telegraph Co. 1941 Davies R T r Southern California Telephone Co. 151 E COMMONWEALTH AVE Year Uses Source 1995 Muti Pacific Ins Agcy Pacific Bell Bieber Klara Pacific Bell Remax Of North Orange County Pacific Bell 1991 From Fullerton Telephones Call Pacific Bell Pella Window Store Pacific Bell Bieber Klara Pacific Bell 171 E COMMONWEALTH AVE Year Uses Source 1975 Elfrink Howard P Luskey Brothers & Co., Inc. 5652379-5 Page 36 FINDINGS E Commonwealth Ave 181 E Commonwealth Ave Year Uses 2014 SOUTHERN CAL REST GROUP LLC ROCKIN RESTAURANTS INC RIPTIDE RESTAURANTS INC CHOMP SUSHI WEST DERBY RESTAURANTS INC 2010 CHOMP SUSHI WEST DERBY RESTAURANTS INC RIPTIDE RESTAURANTS INC SOUTHERN CAL REST GROUP LLC ROCKIN RESTAURANTS INC 2005 ROCKIN RESTAURANTS INC CHOMP SUSHI LOTUS COURT INC E COMMONWEALTH AVE 181 E COMMONWEALTH AVE Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Year Uses Source 1995 Lotus Court Chinese Cuisine Pacific Bell 182 E COMMONWEALTH AVE Year Uses Source 1970 Nichols Alan R General Telephone Co., of California 201 E COMMONWEALTH AVE Year Uses Source 1941 Methodist Episcopal Church E Commonwealth Ave 202 E Commonwealth Ave Year Uses 2014 UNITED STATES POSTAL SERVICE 2010 UNITED STATES POSTAL SERVICE 2005 UNITED STATES POSTAL SERVICE Southern California Telephone Co. Source EDR Digital Archive EDR Digital Archive EDR Digital Archive 5652379-5 Page 37 FINDINGS E COMMONWEALTH AVE 202 E COMMONWEALTH AVE Year Uses Source 1980 United States Government Post Office Pacific Telephone Commonwealth Stn Pacific Telephone 1975 Commonwealth Stn Luskey Brothers & Co., Inc. 1970 Commonwealth STANTON General Telephone Co., of California UNITED STATE GOVERNMENT Contd General Telephone Co., of California NAVY DEPT OF Contd 1966 Commonwealth Stn Pacific Telephone U S DEPT OF JUSTICE Pacific Telephone 1955 Fullerton The Pacific Telephone and Telegraph Co. 1950 Fullerton The Pacific Telephone and Telegraph Co. 1946 Fullerton Southern California Telephone Co. 1941 U S Post Office Southern California Telephone Co. 206 E COMMONWEALTH AVE Year Uses Source 1946 Keller R F r Southern California Telephone Co. 209 E COMMONWEALTH AVE Year Uses Source 1955 Brown Chris The Pacific Telephone and Telegraph Co. 1950 Brown Chris r The Pacific Telephone and Telegraph Co. 1941 Brown Chris r Southern California Telephone Co. E Commonwealth Ave 212 E Commonwealth Ave Year Uses Source 2014 ALLBRIGHT DENTAL EDR Digital Archive 2010 ALLBRIGHT DENTAL EDR Digital Archive 2005 ALLBRIGHT DENTAL EDR Digital Archive E COMMONWEALTH AVE 212 E COMMONWEALTH AVE Year Uses 1995 Peffley Richard DPM Fallerton Ofc Fausett James A Fullerton Ofc Source Pacific Bell Pacific Bell 5652379-5 Page 38 FINDINGS Year Uses 1995 COMMONWEALTH PODIATRY GROUP 1991 Fuelerton Ofc Fullerton Ofc COMMONWEALTH PODIATRY GROUP 1986 Peffley Richard W DPM podtrst Fullerton Ofc Commonwealth Podiatry Group 1980 Peffley Richard W DPM podtrst Joyce W VDr Fausett James DPM podtrst Commonwealth Podiatry Group Joyce William V Podiatrist 1975 Joyce Wm V Dr podtrst 1966 Bramwell Lavon MD Ofc 1955 Ofc 1950 Bramwell Lavon MD 1946 Bramwell Lavon eye ear nose & throat Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 213 E COMMONWEALTH AVE Year Uses Source 1955 Denno Majeed The Pacific Telephone and Telegraph Co. 1950 Mulliken C A Mrs r The Pacific Telephone and Telegraph Co. E Commonwealth Ave 215 E Commonwealth Ave Year Uses 2014 OCONNOR MARK L LAW OFFICES 2010 OCONNOR MARK L LAW OFFICES E COMMONWEALTH AVE Source EDR Digital Archive EDR Digital Archive 215 E COMMONWEALTH AVE Year Uses Source 1995 Keulen Piano Studio Pacific Bell Kian Ardi Pacific Bell Kiani Dariush atty at law Pacific Bell Kucharski Edward Ratty at law Pacific Bell La Cilento Arthur J Pacific Bell Law Offices Of Dariush Kiani Pacific Bell 5652379-5 Page 39 FINDINGS Year Uses 1995 Law Offices Of Mark L OConnor Ogles Tax Service 1986 California Probate Refuere Ogles Tax Service OConnor Richard L atty California Probate Referee 1980 All Points Traders Inc Ogles Taxn Services Robert L Ogle U S Tax Service Richard OConnor President Union Pacific Railroad Co United States Tile Co Don Gilis California Audio Consultants Ogles Tax Service If No Answer Call OGI E S DICKCKE VRON S TAN DARD State Inheritance Tax Referee From Ventura Telephones Call Fulterton Agency 1975 Fontana Paper Mills Inc Ogles Tax Service TROPICANA PRODUCTS INC Fullerton Agency 1970 Richard L OConnor COMPENSATION APPEALS BOARD Tropicana Products Inc 1966 Wagner John S Commonwealth Adjusters Inc Crown Life Ins Co Fullerton Randall Agcy MYERS LLOYD J adjstr OGLE EMPLOYMENT AGCY Randall Mel CLU Wagner Betsy 1955 Depue Carl E 1946 Moore Nancy W Mrs r 1941 Moore WA r Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. 5652379-5 Page 40 FINDINGS E Commonwealth Ave 216 E Commonwealth Ave Year Uses 2014 FULLERTON BUSINESS SERVICE GREENE BARCLAY M CPA INC 2010 FULLERTON BUSINESS SERVICE 2005 GREEN CREEK PROPERTIES LLC FULLERTON BUSINESS SERVICE E COMMONWEALTH AVE 216 E COMMONWEALTH AVE Year Uses 1995 FULLERTON BUSINESS SERVICE bkkpng Netland Joel A CPA 1991 FULLERTON BUSINESS SERVICE bkkpng 1986 Reynolds Wm W FULLE RTON BUS IN ESSSE RVICE bkkpng Bauer Don Team Rep 1980 Shafer Harold Fullerton Business Service William W Reynolds Practical Missionary Training Inc Ken Royer Dir Shaffer Harold Investment Counselor 1975 FULLERTON BUSINESS SERVICE bkkpng Practical Missionary Training Inc Roberts Emil S @Fullerton@ Business Service bkkpng Reynolds Wm W 1970 FULLERTON BUSINESS SERV bkkpng Practical Missionary Training Inc Reynolds Wm W Roberts Emil S Fullerton Business Sery bkkpng 1966 Practical Missionary Training Inc Roberts Emil S Fullerton Business Sery bkkpng Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone 5652379-5 Page 41 1 FINDINGS Year Uses 1966 Scandia Realty FULLERTON BUSINESS SERV bkkpng 1955 Struve E E MD 1950 Struve E E MD 1946 Hannon L J MD E Commonwealth Ave 218 E Commonwealth Ave Year Uses 2014 WESTERN PACIFIC MED-CORP 2010 WESTERN PACIFIC MED-CORP 2005 WESTERN PACIFIC MED-CORP E COMMONWEALTH AVE 218 E COMMONWEALTH AVE Year Uses 1995 Western Pacific Fullerton Medical Clinic 1991 Western Pacific Fullerton Medical Clinic 1970 Charter Thrift & Loan 1966 PERSONAL PROTECTION AGENCIES INC Personal Protection Agencies Inc LEATHERBY INS SERV INC 1955 Fullerton Business Sery bkkpng Bergen A G Fullerton Business Sery bkkpng 1950 Fullerton Bike Shop E Commonwealth Ave 219 E Commonwealth Ave Year Uses 2014 LUX SALON 2 INC JAMES GRANT COOK 2010 LUX LUX SALON 2 INC JAMES GRANT COOK 2005 A -VEDA CORPORATION Source Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source EDR Digital Archive EDR Digital Archive EDR Digital Archive Source Pacific Bell Pacific Bell General Telephone Co., of California Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive 5652379-5 Page 42 FINDINGS E COMMONWEALTH AVE 219 E COMMONWEALTH AVE Year Uses Source 1995 Fullerton Chamber Of Commerce Pacific Bell 1991 Fullerton Chamber Of Commerce Pacific Bell 1986 Fullerton Chamber Of Commerce Pacific Bell 1980 Fullertor Credit Union Pacific Telephone Frank M Reid Executive Vice President Pacific Telephone 1975 Fullerton Chamber Of Commerce Luskey Brothers & Co., Inc. 1970 Fullerton Chamber of Commerce General Telephone Co., of California 1966 Fullerton Chamber of Commerce Pacific Telephone 1955 Cooper Noel S The Pacific Telephone and Telegraph Co. 1950 Sellers R L r The Pacific Telephone and Telegraph Co. 1946 Sellers R L r Southern California Telephone Co. 1941 Johnston Jack r Southern California Telephone Co. 220 E COMMONWEALTH AVE Year Uses Source 1995 Michael Shane Pacific Bell Heirloom Shoppe Pacific Bell 1991 Heirloom Shoppe Pacific Bell Lemus Guadalupe Pacific Bell Marchan Maria Luisa Pacific Bell Sanchez Guadalupe Pacific Bell 1986 Heirloom Shoppe Pacific Bell Napoles Guadelupe M Pacific Bell Sanchez Guadalupe Pacific Bell 1980 Judo Academy Jerry Warrens Samurai Pacific Telephone Academy Jerry Warrens Samurai Academy Pacific Telephone Jerry Warrens Samurai Academy Pacific Telephone Karate Academy Jerry Warrens Samurai Pacific Telephone Acaden'y Napoles Guadelupe M Pacific Telephone Warren Jerry Samurai Academy Pacific Telephone 1975 Academy Samurai Judo & Karate Jerry Luskey Brothers & Co., Inc. Warrens Samurai Academy JERRY WARRENS SAMURAI ACADEMY Luskey Brothers & Co., Inc. Jerry Warrens Samurai Academy Luskey Brothers & Co., Inc. 5652379-5 Page 43 FINDINGS Year Uses 1975 Judo Academy Jerry Warrens Samurai Academy Karate Academy Jerry Warrens Samurai Academy Samurai Judo School Warren Jerry Samurai Academy 1970 ALFERNANDEZ OFC EQUIPT 1966 ALFERNANDEZ OFC EQUIPT FERNANDEZ AL ofc eq Garcia Julian General Fireproofing Co 1950 Blurton Robt L r Mc Coy Barbara E r 1946 Johnson Sarah M r 223 E COMMONWEALTH AVE Year Uses 1950 Parker D M r E Commonwealth Ave 224 E Commonwealth Ave Year Uses 2014 FULLERTON CITY LIGHTS JOHN PATRICK MURRAY AND ASSOC 2010 FULLERTON CITY LIGHTS JOHN PATRICK MURRAY AND ASSOC E COMMONWEALTH AVE 224 E COMMONWEALTH AVE Year 1955 1950 1941 Uses Shepherd H W Shepherd H W r Shepherd H W r 225 E COMMONWEALTH AVE Year 1986 Uses Image Productions Imperial Health Spa Corp Offices Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Bell 5652379-5 Page 44 FINDINGS Year Uses 1986 Mainman Management Inc 1980 I} Mainman Management Inc Consolidated Leisure Financial Corp M Julian Mgr Imperial Spa Corporate Office Mainman Management Inc 1970 FIDELITY FEDERAL SAVINGS & LOAN ASSN First Federal Savings & Loan Assn of Fullerton See Fidelity Federal Savings & Loan Assn 1966 FIRST FEDERAL SAVINGS & LOAN ASSN OF FULLERTON 1955 Stockton Roy 1950 BoydRMr Duncan Ewell J r 228 E COMMONWEALTH AVE Year Uses 1991 Duran Miguel 1986 Marcus H A 1980 Marcus H A Marcus H A 1975 Marcus H A Marcus H A chir Drctr Marcus Franklyn Marcus H A chirprctr 1955 Stewart W B Marcus H A chirprctr Marcus H A chirprctr Marcus H A chirprctr Marcus HA chirprctr 1970 1966 1950 1946 1941 E Commonwealth Ave 229 E Commonwealth Ave Year Uses 2014 2010 CLOUD GHARIB KASTURI SINGH KEMP CORPORATION Source Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone General Telephone Co., of California General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source EDR Digital Archive EDR Digital Archive EDR Digital Archive 5652379-5 Page 45 FINDINGS Year Uses 2010 DIBERKATI LLC EDWARD D JONES & CO LTD PARTNR DEAL YOREL 2005 DELTA ALARMS SECURITY SYS RUSSELL GROUP INC NYPD TROPICAL SMOOTHIE CAFE BRE PROPERTIES PINNACLE AT FUL HILL CONTRACTING GROUP SOJI TELECOMM CORP B LINE GOLF INC 233 E Commonwealth Ave Year Uses 2010 DHILLON & PAGNANI ASSOCIATES 2005 OCONNELL COLLEGE OF LAW E COMMONWEALTH AVE 233 E COMMONWEALTH AVE Year Uses 1991 Success Plus Professional Group Success Realty 1980 California State Of Employment Development Dept Fullerton 1975 Fullerton Fullerton 1970 Fullerton CALIFORNIA From Long Beach telephones 1966 Casual Labor Office Santa Ana Fullerton Employment Sery Calif State of Dept of Employment Employment Service Unemployment Insurance Office Fullerton 1955 Fullerton Claims & Employment Sery Ofcs Fullerton Fullerton Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Source EDR Digital Archive EDR Digital Archive Source Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 46 FINDINGS E Commonwealth Ave 234 E Commonwealth Ave Year Uses 2014 BULLARD BROWN AND BEAL LLC 2010 BULLARD BROWN AND BEAL LLC NOSHI LLC AMERICAN IMAGE QUEST LLC FREDDY GORDO FILMS LLC HINDENBURG MOVIE LLC 2005 GB STEPHENS INC REPRESENT INC BULLARD & OLIN ANDREW R NMAN CPA AN ACCNTANCY E COMMONWEALTH AVE 234 E COMMONWEALTH AVE Year Uses 1995 Friendly Hills Medical Group Fullerton Fullerton Office 1991 Fullerton Oflfce 1986 Perez Rodolfo 1980 Perez Rodolfo Perez Rudolfo Esperanza 1975 Perez Rodolfo 1970 Fullerton CHILDRENS FAIRYLAND NURSERY SCHOOL Main Ofc FAIRYLAND CHILDRENS NURSERY SCHOOL Main Ofc Fullerton 1966 CHILDRENS FAIRYLAND NURSERY SCHOOL Fullerton FAIRYLAND CHILDRENS NURSERY SCHOOL Main Ofc Fullerton 1955 Childrens Fairyland 1950 Lettys Beauty Salon 1941 Rivers Richard r Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 5652379-5 Page 47 FINDINGS 235 E COMMONWEALTH AVE Year Uses 1986 Leyra Pedro P 241 E COMMONWEALTH AVE Year 1955 1950 1946 Uses Libby Wesley R Pickens L E r Pickens L E r E Commonwealth Ave 242 E Commonwealth Ave Year Uses FULLERTON SHELL LSR TRADE INC 2010 FULLERTON SHELL FULLERTON SHELL 2014 2005 E COMMONWEALTH AVE 242 E COMMONWEALTH AVE Year Uses 1995 Avery Petroleum Fullerton Shall WESTERN 1991 Shell Self Serve 1986 Shell Self Serve 1980 Keiths Shell Shell U Serve & Save 1975 Shell Self Serve 1970 Marys Shell Service Manhour George Shell Service 1966 Haddon Bros Shell Sery 1955 Bohannan W N Realty Exchange REALTY EXCH Coggburn F R Realty Exch 1950 Orvs Chicken & Steak House Source Pacific Bell Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 48 FINDINGS 244 E COMMONWEALTH AVE Year Uses 1955 Weaver Real Estate Sery Weaver Carson N Flynn T A Ins Agcy 1941 Lillie Geo E r E COMONN WEALTH AVE 220 E COMONN WEALTH AVE Year Uses 1980 Acteademy Samurai Judfo & Karate Jerry Warrens Samurai Academy E SANTA FE 109 E SANTA FE Year Uses 1966 Agnes Ann M Ritz Hotel 110 E SANTA FE Year Uses 1966 SANTA Passenger Information Trainmaster Irvine Freight & Passenger Agent Irvine Placentia Freight & Passenger Agent 127 E SANTA FE Year Uses 1966 Western Gift Distrs 210 E SANTA FE Year Uses 1966 WARD & HARRINGTON LUMBR CO Fullerton 215 E SANTA FE Year Uses 1966 Fullerton PAINT SUPPLY INC Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Pacific Telephone Source Pacific Telephone Pacific Telephone Source Pacific Telephone Pacific Telephone Source Pacific Telephone Source Pacific Telephone Pacific Telephone Source Pacific Telephone Pacific Telephone 5652379-5 Page 49 FINDINGS 219 E SANTA FE Year Uses Source 1966 CARTER EVANS trophies Pacific Telephone 221 E SANTA FE Year Uses Source 1966 Tru Temp Heating Co Pacific Telephone 223 E SANTA FE Year Uses Source 1966 WILLIAMS LAUNDRY Pacific Telephone 227 E SANTA FE Year Uses Source 1966 J A M PLASTICS Pacific Telephone 235 E SANTA FE Year Uses Source 1966 Nu Art Neon Sign Co Pacific Telephone New Art Neon Sign Co Pacific Telephone NU ART NEON SIGN CO Pacific Telephone E SANTA FE AVE 105 E SANTA FE AVE Year Uses Source 1922 Santa Fe Hotel Kaasen Directory Co. 109 E SANTA FE AVE Year Uses Source 1941 Park Hotel Southern California Telephone Co. E Santa Fe Ave 110 E Santa Fe Ave Year Uses 2014 OLD SPAGHETTI FACTORY 2010 OLD SPAGHETTI FACTORY FULLERTON SPAGHETTI RSTRNT INC 2005 7 DAY LOCKSMITH OLD SPAGHETTI FACTORY Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive 5652379-5 Page 50 FINDINGS E SANTA FE AVE 110 E SANTA FE AVE Year Uses 1995 SPAGHETTI FACTORY THE OLD 1986 Spaghetti Factory The 112 E SANTA FE AVE Year 1980 1970 Uses Bogart Robt E Bogart Robt E 113 E SANTA FE AVE Year Uses 1955 Clever & Gulick Mach Shop 1950 Clever & Gulick Mach Shop 1941 Clever & Gulick Mach Shop 115 E SANTA FE AVE Year Uses 1922 Mc Connell J F plumber 116 E SANTA FE AVE Year Uses 1980 Vogelesanq Jacob H 117 E SANTA FE AVE Year Uses 1946 Williams R E & Sons machine wks 121 E SANTA FE AVE Year 1955 1950 1922 Uses Harper Gean Doane Larry P r Arklancl F 123 E SANTA FE AVE Year Uses Source Pacific Bell Pacific Bell Source Pacific Telephone General Telephone Co., of California Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Kaasen Directory Co. Source Pacific Telephone Source Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Source 1970 Crawley Emery E I General Telephone Co., of California 5652379-5 Page 51 FINDINGS E Santa Fe Ave 124 E Santa Fe Ave Year Uses 2014 R CASEY HULL ATTORNEY AT LAW 2005 MEDCOM INFORMATION SYSTEMS INC KT CAPITAL & ASSOCIATES INC E SANTA FE AVE 127 E SANTA FE AVE Source EDR Digital Archive EDR Digital Archive EDR Digital Archive Year Uses Source 1975 Western Gillette Inc Luskey Brothers & Co., Inc. Western Gift Distributors Luskey Brothers & Co., Inc. Chronex Co watch repr Luskey Brothers & Co., Inc. 1970 Western Gift Distributors General Telephone Co., of California 1941 Poore Don Mrs r Southern California Telephone Co. 1922 Poore F L Mrs fur rms Kaasen Directory Co. Cal Vegetable Union Kaasen Directory Co. E Santa Fe Ave 136 E Santa Fe Ave Year Uses 2014 SANTA FE EXPRESS CAFE 2010 SANTA FE EXPRESS CAFE 2005 SANTA FE EXPRESS CAFE E SANTA FE AVE Source EDR Digital Archive EDR Digital Archive EDR Digital Archive 136 E SANTA FE AVE Year Uses Source 1995 Santa Fe Express Cafe Pacific Bell 150 E SANTA FE AVE Year Uses Source 1995 Top Cars Paint & Body Pacific Bell 1991 Top Cars Paint & Body Pacific Bell 5652379-5 Page 52 FINDINGS 205 E SANTA FE AVE Year Uses 1955 ALLEN BROS TOOL CO 208 E SANTA FE AVE Year Uses 1995 Joaquins Body Shop Robert Bashara Automotive Romero Miguel 1991 Carmonas Complete Auto Body & Paint Works Rabbit Reconditioning Robert Bashara Automotive Romero Miguel 1986 Genos Auto Body Car Center The Le Rettes Smog Experts Mobil Aid Transmission Nippon Engineering Rabbit Reconditioning S PE N TA MAINZU PE RFORMAN CE 1975 Fleetcraft Body Shop 209 E SANTA FE AVE Year Uses 1980 MACS BATTERY SERVICE OF CALIFORNIA Paul E Mc Kinney 1975 McKinney Paul E Macs Battery Service Of Calif Macs Battery Service Of Calif 1970 Mc Kinney Paul E Macs Battery Service Of Calif Macs Battery Service Of Calif 1955 SERVISOFT OF NORTHERN ORANGE COUNTY Mills Herbert M Servisoft of Northern Orange County 210 E SANTA FE AVE Year Uses 1995 Reyes Body Shop J T Mobile Auto Glass Source The Pacific Telephone and Telegraph Co. Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Luskey Brothers & Co., Inc. Source Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Pacific Bell Pacific Bell 5652379-5 Page 53 FINDINGS Year Uses 1995 JBAuto Sales Rubens Magic Marble 1991 Recovery Marine ND C Auto Sales Colmar Goldmark Studios 1980 Smith Jas B J B S Co James B Smith Mathews Products Inc Mathews Lyhe M Mathews Products 1970 CAL WEST CONTRACTORS 1955 Fullerton 1950 Fullerton 215 E SANTA FE AVE Year Uses 1980 Paint Supply fullerton Paint Supply Fullerton 1975 Paint Supply Of @Fullerton@ 1970 PAINT SUPPLY INC Fullrton 1955 Valencia John T 1922 Peek Will Mensch F L Clark J H 217 E SANTA FE AVE Year Uses 1955 Sanchez Alfonso Rev 1950 Munoz S F r 1946 Dominguez Alphonso Rev r 219 E SANTA FE AVE Year Uses 1970 EVANS R CO trphies 221 E SANTA FE AVE Year 1991 1986 Uses Paint Supply fullerton Paint Supply fullerton Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone General Telephone Co., of California The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source General Telephone Co., of California Source Pacific Bell Pacific Bell 5652379-5 Page 54 FINDINGS Year Uses Source 1980 Tru Temp Heating Eugene E Cook Pacific Telephone 1970 TRU TEMP HEATING CO General Telephone Co., of California 1922 Moore Bros Co cemnt cntrs Kaasen Directory Co. 223 E SANTA FE AVE Year Uses Source 1986 Redie Laundry & Cleaners Pacific Bell 1980 Redie Laundry & Cleaners Inc Tony Pacific Telephone Amerese Or Pacific Telephone 1975 Moselle Marius A Luskey Brothers & Co., Inc. REDIE LAUNDRY & CLEANERS Luskey Brothers & Co., Inc. 1970 REDIE INDUSTRIAL UNIFORM RENTAL General Telephone Co., of California REDIE LAUNDRY & CLEANERS General Telephone Co., of California REDIE LINEN SUPPLY General Telephone Co., of California E Santa Fe Ave 225 E Santa Fe Ave Year Uses Source 2014 WILL -MANN INC EDR Digital Archive 2010 WILL -MANN INC EDR Digital Archive 2005 WILL -MANN INC EDR Digital Archive E SANTA FE AVE 225 E SANTA FE AVE Year Uses Source 1995 Hughes Aircraft Company Pacific Bell Containerization Will Mann Inc Pacific Bell 1991 Hughes Aircraft Long Beach Pacific Bell Containerization Will Mann Inc Pacific Bell 1980 Will Mann Inc M Frischmuth Pacific Telephone 1975 Will Mann Inc Luskey Brothers & Co., Inc. 1970 Will Mann o General Telephone Co., of California 227 E SANTA FE AVE Year Uses Source 1970 RHOADS BROS CO General Telephone Co., of California 5652379-5 Page 55 FINDINGS Year Uses 1955 Holguin E L 1950 Holguin E L r 229 E SANTA FE AVE Year Uses 1970 Chronex Co watch re Dr 231 E SANTA FE AVE Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source General Telephone Co., of California Year Uses Source 1975 Lincoln Company Luskey Brothers & Co., Inc. 1970 Lincoln Company General Telephone Co., of California 235 E SANTA FE AVE Year Uses 1980 Exer Genie Inc 1975 Exer Genie Inc 1955 Yeats Appliance Dolly Mfg Co 1950 Yeats Appliance Dolly Mfg Co 1946 Yeats Appliance Dolly Mfg Co Source Pacific Telephone Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 237 E SANTA FE AVE Year Uses Source 1922 Yasuzaki R Kaasen Directory Co. E Santa Fe Ave 250 E Santa Fe Ave Year Uses 2014 TERRYS AUTOMOTIVE INC 2010 TERRYS AUTOMOTIVE INC 2005 TERRYS AUTOMOTIVE INC E SANTA FE AVE 251 E SANTA FE AVE Year Uses 1980 Delaet Robt Source EDR Digital Archive EDR Digital Archive EDR Digital Archive Source Pacific Telephone 5652379-5 Page 56 FINDINGS E WALNUT AVE 109 E WALNUT AVE Year Uses Source 1946 Warehse Southern California Telephone Co. E Walnut Ave 110 E Walnut Ave Year Uses Source 2014 BUSHALA BROTHERS INC EDR Digital Archive MAVERICK THEATER EDR Digital Archive 2010 MAVERICK THEATER EDR Digital Archive BUSHALA BROTHERS INC EDR Digital Archive 2005 BUSHALA BROTHERS INC EDR Digital Archive MAVERICK THEATER EDR Digital Archive WESTERN SINGLE PLY EDR Digital Archive E WALNUT AVE 110 E WALNUT AVE Year Uses Source 1995 Urban Spectrum Associates Pacific Bell Bushala Brothers Inc Pacific Bell 1991 Bushala Bros Construction Pacific Bell 1966 Taylor Made Meats Pacific Telephone E Walnut Ave 112 E Walnut Ave Year Uses Source 2014 CALVARY CHAPEL FULLERTON EDR Digital Archive LA CASA DEL ALFARERO EDR Digital Archive 2010 LA CASA DEL ALFARERO EDR Digital Archive 2005 CALVARY CHAPEL OF FULLERT EDR Digital Archive E WALNUT AVE 112 E WALNUT AVE Year Uses Source 1995 Ice House Pacific Bell 5652379-5 Page 57 FINDINGS Year Uses Source 1995 Culture Shock Pacific Bell 1986 Dry Ice Sales Pacific Bell Assoc Crystal Ice Mfg Co Pacific Bell Consolidated Ice & Cold Storage Co See Pacific Bell Crystal Ice Mfg Co Crystal Ice Co Crystal Ice Mtg Co Pacific Bell CRYS TAL ICE MFG CO Pacific Bell 1980 Consolidated Ice & Cold Storage Co See Pacific Telephone Crystal Ice Mfg Co DRY ICE S ALE S t Pacific Telephone 1975 Consolidated Ice & Cold Storage Co See Luskey Brothers & Co., Inc. Crystal Ice Mfg Co CONSOLIDATED LEASING Luskey Brothers & Co., Inc. CORPORATION Crystal Ice Co Crystal Ice Mfg Co Luskey Brothers & Co., Inc. CRYSTAL ICE MFG CO Luskey Brothers & Co., Inc. DRY ICE SALES Luskey Brothers & Co., Inc. 1966 Crystal Ice Co Crystal Ice Mfg Co Pacific Telephone Dry Ice Sales Pacific Telephone 1950 Consolidated Ice & Cold Storage See The Pacific Telephone and Telegraph Co. Crystal Ice Mfg Co Crystal Ice Food Lockers The Pacific Telephone and Telegraph Co. Fullerton The Pacific Telephone and Telegraph Co. 1946 Consolidated Ice & Cold Storage Co See Southern California Telephone Co. Crystal Ice Mfg Co Crystal Ice Food Lockers Southern California Telephone Co. Fullerton Southern California Telephone Co. 1941 Crystal Ice Refrigeration Co Southern California Telephone Co. 116 E WALNUT AVE Year Uses Source 1975 ANDERSEN WELDING SERVICE 126 E WALNUT AVE Year Uses 1922 c 127 Ful Mut 0 Assn Moudy J E 128 E WALNUT AVE Year Uses Source 1922 Alvarado Pablo Luskey Brothers & Co., Inc. Source Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. 5652379-5 Page 58 FINDINGS 132 E WALNUT AVE Year Uses Source 1922 Garrigan Delia Mrs Kaasen Directory Co. 133 E WALNUT AVE Year Uses Source 1966 Westrn Marketing Pacific Telephone Westrn Marketing Pacific Telephone 1950 Belmont Frank Granada Packing House The Pacific Telephone and Telegraph Co. Granada Packing House The Pacific Telephone and Telegraph Co. 134 E WALNUT AVE Year Uses Source 1922 Rowland M E Mrs Kaasen Directory Co. 140 E WALNUT AVE Year Uses Source 1922 Espinoza Joe 144 E WALNUT AVE Year Uses Source 1966 Calla Chemical Co Inc 146 E WALNUT AVE Kaasen Directory Co. Pacific Telephone Year Uses Source 1922 Globe G & M Co Kaasen Directory Co. Savala Carpio Kaasen Directory Co. Pomona Av intersests Kaasen Directory Co. 203 E WALNUT AVE Year Uses Source 1922 Cobb M M Co Kaasen Directory Co. 207 E WALNUT AVE Year Uses Source 1966 Barr Claude Co Pacific Telephone 1950 Pioneer Bldrs Supplies Inc The Pacific Telephone and Telegraph Co. 1946 Calif Fruit Distrs Southern California Telephone Co. 212 E WALNUT AVE Year Uses Source 1922 Toppins M M Mrs Kaasen Directory Co. 5652379-5 Page 59 FINDINGS 214 E WALNUT AVE Year Uses Source 1922 Sandoval Cresentia Mrs 216 E WALNUT AVE Year Uses Source 1922 Chavez Antonio Kaasen Directory Co. Kaasen Directory Co. 218 E WALNUT AVE Year Uses Source 1922 Sanches Tomnas Kaasen Directory Co. 224 E WALNUT AVE Year Uses Source 1922 Romo Jenaro Kaasen Directory Co. Martinez Joe Kaasen Directory Co. 226 E WALNUT AVE Year Uses Source 1922 Narvais Jose Kaasen Directory Co. Marmolejo Julio Kaasen Directory Co. 228 E WALNUT AVE Year Uses Source 1922 Hernandez Joe Kaasen Directory Co. 236 E WALNUT AVE Year Uses Source 1922 Guadan Incarnation Kaasen Directory Co. 237 E WALNUT AVE Year Uses Source 1950 Evans Bros Packing Co The Pacific Telephone and Telegraph Co. 1946 Evans Bros Packing Co Southern California Telephone Co. 1941 Evans Bros Packing Co Southern California Telephone Co. 240 E WALNUT AVE Year Uses Source 1922 Romo Jesus Kaasen Directory Co. Castro Ygnacio Kaasen Directory Co. 5652379-5 Page 60 FINDINGS E WALNUT WAY 112 E WALNUT WAY Year Uses Source 1966 Consolidated Ice & Cold Storage Co See Pacific Telephone Crystal Ice Mfg Co E Walnut Way 275 E Walnut Way Year Uses 2014 BENEDICT MARK 2010 BENEDICT MARK 2005 BENEDICT MARK BOYD & ANDREWS COMPLETE AUTO Gateway Ct 329 Gateway Ct Year Uses 2014 DEVELOPMENT XFACTOR INC 2010 DEVELOPMENT XFACTOR INC 330 Gateway Ct Year Uses 2014 JUSTIN J BRECHTEL ARCHITECT SMALL SHOP DESIGN LLC 2010 JUSTIN J BRECHTEL ARCHITECT Market Ct 303 Market Ct Year Uses 2014 MYLEN G SYNDER EA SNYDER TAX SERVICE INC 2010 SNYDER TAX SERVICE INC MYLEN G SYNDER EA 309 Market Ct Year Uses 2010 AMELEX & COMPANY LLC Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Source EDR Digital Archive EDR Digital Archive Source EDR Digital Archive EDR Digital Archive EDR Digital Archive Source EDR Digital Archive EDR Digital Archive EDR Digital Archive EDR Digital Archive Source EDR Digital Archive 5652379-5 Page 61 FINDINGS 321 Market Ct Year Uses 2014 YOUR HOME TEAM REAL ESTATE 2010 RGV PROPERTY MANAGEMENT LLC Source EDR Digital Archive EDR Digital Archive 351 Market Ct Year Uses Source 2010 DOOKIM LLC EDR Digital Archive N HARBOR 117 N HARBOR Year Uses Source 1966 Rasco 5 Cent Stores Pacific Telephone N HARBOR BLVD 100 N HARBOR BLVD Year Uses Source 1995 Adams Electronics Pacific Bell Fullerton Car Wash The Pacific Bell Video Warehouse See Adams Electronics Pacific Bell 1991 Video Warehouse Pacific Bell 1980 W I kinson Drug Store Pacific Telephone Wilkinson Drug Store Verne Wilkinson Pacific Telephone 1975 Wilkinson Drug Store Luskey Brothers & Co., Inc. 1966 WILKINSON DRUG STORE Pacific Telephone Chills Grill Pacific Telephone 101 N HARBOR BLVD Year Uses Source 1991 Fullerton Office Pacific Bell 1986 Fullerton Pacific Bell 1980 Balances & Credit Ratings Pacific Telephone Fullerton Pacific Telephone Security Pacific National Bank Pacific Telephone Statements Pacific Telephone New Accounts Pacific Telephone Customer Service Pacific Telephone Balances & Credit Ratings Pacific Telephone Master Charge & Ready Reserve Pacific Telephone 5652379-5 Page 62 FINDINGS Year Uses 1980 Auto & Other Installments S Mi N M Tlo ARf N d AL BANK Crntd Fullerton Contd Loans Contd New loan Applications Contd Commercial Loans Real Estate Instalment Exchange & Collections Other Departments 1975 Fullerton 1970 Jack in The Box 102 N HARBOR BLVD Year Uses 1995 Pete & Tonys Sports Bar& Grill 1991 Pete & Tonys Sports Bar Downtown Bar & Grill Sports Bar Sports Bar 1980 Randys Coffee Shop & Family Restaurant M F Yassine 1975 Randys Coffee Shop & Family Restaurant 1970 Eastons Brown Mug Cafe 1966 GIFFORDS STATIONERY 104 N HARBOR BLVD Year Uses 1986 Fullerton 1980 Household Finance Corp & Subsidiary Companies 1975 Fullerton 1970 Household Finance Corp of Fullerton 1966 Household Finance Corp of Fullerton 105 N HARBOR BLVD Year Uses 1955 Hover Ira 106 N HARBOR BLVD Year Uses 1995 Comics N Things 1991 BASEBALL CARD SHOPPE THE Source Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone Source Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone Source The Pacific Telephone and Telegraph Co. Source Pacific Bell Pacific Bell 5652379-5 Page 63 FINDINGS Year Uses Source 1991 ADVENTURELAND COMICS Pacific Bell 1986 ADVE N TURF LAN D COMICS Pacific Bell 1980 American Comic Book C Pacific Telephone 1975 Talk Of The Town Luskey Brothers & Co., Inc. BUSTER BROWN BOOTERY Luskey Brothers & Co., Inc. 1970 Talk of The Town General Telephone Co., of California Marys Talk of The Town General Telephone Co., of California 1966 Mc Clures Jewelers Pacific Telephone Hardys Foundations Pacific Telephone 107 N HARBOR BLVD Year Uses Source 1955 Appleby Pauline The Pacific Telephone and Telegraph Co. 108 N HARBOR BLVD Year Uses Source 1995 B ornstad Harvey Pacific Bell Black Hole Records Pacific Bell 1991 Tildes Bridal & Tux Pacific Bell 1980 Ted Gumms Shoe Gallery Pacific Telephone 1975 MERMANS FINE SHOES Luskey Brothers & Co., Inc. 1970 MERMANS FINE SHOES General Telephone Co., of California 1966 Mermans Fine Shoes Pacific Telephone 1955 Finseth Edwin B The Pacific Telephone and Telegraph Co. 109 N HARBOR BLVD Year Uses Source 1995 Atomic Guitars Pacific Bell Alexanders Jewelers Pacific Bell 1991 Alexanders Jewelers Pacific Bell CD Experience Pacific Bell 1986 Alexanders Jewelers Pacific Bell Harbor Lock & Safe Pacific Bell 1980 S TE IAN W Mi E EE RS Pacific Telephone HARBOR LOCK & SAFE Bernard Grotsky Pacific Telephone Stedman Jewelers Frances M Stedman Pacific Telephone 1975 Bit 0 British Luskey Brothers & Co., Inc. STEDMAN WM G JEWELERS Luskey Brothers & Co., Inc. 1970 JULIAN ROBT S OR optmtrst General Telephone Co., of California 5652379-5 Page 64 FINDINGS Year Uses 1970 STEDMAN WM G JEWELERS 1966 JULIAN ROBT S DR optmtrst STEDMAN WM G JEWELERS 110 N HARBOR BLVD Year Uses 1995 Antique Gallery 1991 Gifford Stationery GIFFORD STATIONERY 1980 GIFFOW 0 S TATION E RY 1975 GIFFORD STATIONERY 111 N HARBOR BLVD Year Uses 1966 Cove Restaurant The 112 N HARBOR BLVD Year Uses 1995 Morris & Joseph trair stylists 1986 Moms & Joseph Hair Styling Morris & Joseph hair stylists 1980 Morris & Joseph Hair Styling Joe Vallin & Morris & Joseph hairstylists 1975 Morris & Joseph Hair Styling Morris & Joseph Hair Styling 1970 Morris & Joseph Hair Styling Morris & Joseph Hair Styling 1966 Hughes Photo Sery 113 N HARBOR BLVD Year Uses 1980 MY S HRINK Halmar Interiors Henry Lopez MY SHRINK TAVERN Tom Roberts 1975 Red Garter Used To Bes 1970 Red Garter 1966 Red Garter Putnams Geo Luggage Shop Source General Telephone Co., of California Pacific Telephone Pacific Telephone Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. Source Pacific Telephone Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California Pacific Telephone Source Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone Pacific Telephone 5652379-5 Page 65 FINDINGS 114 N HARBOR BLVD Year Uses Source 1995 Clor A Winkelman Realty Co REO Div Pacific Bell 1991 Lopez Judy Realtor REO Div Pacific Bell Clor Realty & Investments Pacific Bell Clor Realty Lopez Judy Realtor REO Div Pacific Bell Clor A Winkelmann Realty Company Pacific Bell Fullerton Calif Pacific Label Co Pacific Bell California Pacesetters In Relocation Pacific Bell 1986 Clor Realty ft Investments Pacific Bell 1980 Bownes Apparel Shop Pacific Telephone 1975 BOWNES APPAREL SHOP Luskey Brothers & Co., Inc. 1970 BOWNES APPAREL SHOP General Telephone Co., of California 1966 BOWNES APPAREL SHOP Pacific Telephone 1955 Adams Ardis E The Pacific Telephone and Telegraph Co. 115 N HARBOR BLVD Year Uses 1955 Yarbrough Arthur L Jr CPA Source The Pacific Telephone and Telegraph Co. 116 N HARBOR BLVD Year Uses Source 1970 ROGERS T V & STEREO General Telephone Co., of California 1966 La Belle Beauty Shop Pacific Telephone BEAUTY PRODUCTS INC Pacific Telephone 1955 Devany Mkt The Pacific Telephone and Telegraph Co. 117 N HARBOR BLVD Year Uses Source 1991 KANES HALLMARK I Pacific Bell Kaneshige H @Newport Beach @ Pacific Bell Kaneshige K Pacific Bell 120 N HARBOR BLVD Year Uses Source 1955 Gilliam Verlin The Pacific Telephone and Telegraph Co. 121 N HARBOR BLVD Year Uses Source 1995 Aqua Phonics Internati Pacific Bell 5652379-5 Page 66 FINDINGS Year Uses Source 1995 Mos Music Centers See Fullerton Music Pacific Bell Center Fullerton Music Centers Pacific Bell Music Unlimited Pacific Bell 1991 Fullerton Music Centers Pacific Bell 1986 Cal Bed & Furniture Pacific Bell 1980 Cal Furniture Pacific Telephone Cal Furniture Pacific Telephone CAL FURNITURE DISCOUNT Pacific Telephone SHOWROOM John Hanaway 1975 Castle Furniture Co Luskey Brothers & Co., Inc. 1970 CASTLE FURN CO General Telephone Co., of California 1966 CASTLE FURN CO Pacific Telephone 122 N HARBOR BLVD Year Uses Source 1995 Wolfe JHCo Pacific Bell WEWConsulting Co Pacific Bell Snob Hill Pacific Bell Second Ave Clothing Pacific Bell Marthas Bridal Shop Pacific Bell Exclusive Touch Enterprise Pacific Bell Crabtree Antique & Collectables Pacific Bell Calif Financial Realty Pacific Bell Antique Companion The Pacific Bell Amerage Avenue Antiques Pacific Bell Alain Jamar Design Pacific Bell 1991 Snowden Design Group Pacific Bell Snob Hill Pacific Bell Granger Development Inc Pacific Bell Burlington Gift Products Pacific Bell 1986 FULLE RTON MUS IC CE N TE RS Pacific Bell 1980 FULLE RITON MUS IC CO Pacific Telephone FULLERTON MUSIC CO Pacific Telephone 1975 FULLERTON MUSIC CO Luskey Brothers & Co., Inc. 1970 FULLERTON MUSIC CO General Telephone Co., of California 1966 FULLERTON MUSIC CO Pacific Telephone Fullerton Music Co Pacific Telephone 1955 Fullerton Cleaners The Pacific Telephone and Telegraph Co. 5652379-5 Page 67 FINDINGS 123 N HARBOR BLVD Year Uses 1955 Yarbrough Agcy The rl est Yarbrough Douglas H Yarbrough Agcy The rl est Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 144 N HARBOR BLVD Year Uses Source 1995 Goldman F Elliottatty Pacific Bell 149 N HARBOR BLVD Year Uses Source 1970 Cooke LHH N POMONA AVE General Telephone Co., of California 100 N POMONA AVE Year Uses Source 1946 Crabill Winifred A r Southern California Telephone Co. 1922 Kennedy S J mach B R Tool Co r Kaasen Directory Co. Gerken 0 Chas comp Brea Progress r Kaasen Directory Co. Fredlihp Jos L tailor r Kaasen Directory Co. Burmaster Arthur E mach B R Tool Co r Kaasen Directory Co. Ledbetter A C oil wkr r Kaasen Directory Co. OMara Wm B mach B R Tool Co r Kaasen Directory Co. Rogers A S clk U 0 Co r Kaasen Directory Co. Sanitary Barber Shop G E Gesme prop Kaasen Directory Co. Stone C H mach B R Tool Co r Kaasen Directory Co. Toteten G C mach r Kaasen Directory Co. Wall Nathaniel A Catherine fur rms h Kaasen Directory Co. 101 N POMONA AVE Year Uses Source 1955 RENTZ FURN CO The Pacific Telephone and Telegraph Co. 1922 Chaffee H G Co G H Smith mgr gro dept F Kaasen Directory Co. A Ball mgr meat dept Krueger Fredk L meat ctr Chaffees r Kaasen Directory Co. 102 N POMONA AVE Year Uses Source 1946 White A F Jr r Southern California Telephone Co. 1922 h Kaasen Directory Co. 5652379-5 Page 68 FINDINGS Year Uses 1922 Schwartz Ike Sarah tailor Schwartz Ike Sarah tailor 104 N POMONA AVE Year Uses 1955 JACKSON BROS AUTO SUPPLY 1950 Branyan R H DC 1946 Massey W B rl est 1922 Mills M H Co F C Burgman mgr groc Burgman Fred C Loa C mgr M H Mills Co h 105 N POMONA AVE Year Uses 1955 A & J Mach Shop 1922 Skinner Otis clk Oliver Wood h Hoover Saml H barber Wood Oliver Daisy pool 106 N POMONA AVE Year Uses 1950 Brea Garment Co Inc Brea Hotel Orlando Cab Co 1946 Brea Hotel 1922 Miller Geo hlpr Olsons r Morein Max clk Brea Army Goods Store r Morein Sol prop Brea Army Goods Store r Perkins Marshall A meat ctr M H Mills Co r Pierce Frank cook Brea Grill r Thayer Mary E Mrs prop Brea Hotel h Thornton Oliver N r Lusk Jas A hlpr Brea Grill r Jones Saml welder U 0 Co r Jones Ben waiter Brea Grill r Brea Army Goods Store Sol Morein prop Brea Hotel Mrs M E Thayer prop Source Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone The Pacific Telephone The Pacific Telephone Southern California Te Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. and Telegraph Co. and Telegraph Co. and Telegraph Co. lephone Co. 5652379-5 Page 69 FINDINGS 107 N POMONA AVE Year Uses 1946 Butchko Pottery Mfg Co 1922 BREA PROGRESS W D Adkins Editor and Mgr ADKINS WM D Velma Editor and Mgr Brea Progress h 108 N POMONA AVE Year Uses 1955 Brea Hotel United Rubber Cork Linoleum & Plastic Workers of America CIO Source Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 1922 Brea Grill Mrs Dennie Passomaneck prop Kaasen Directory Co. 110 N POMONA AVE Year Uses Source 1950 King J W MD The Pacific Telephone and Telegraph Co. 1946 King J W MD Southern California Telephone Co. 1922 Brea Plumbing Co A R Burns mgr Kaasen Directory Co. Carey J T Daisy C vulcanizer Kaasen Directory Co. 113 N POMONA AVE Year Uses 1955 1950 1946 Brea Mfg Co freezers Brea Mfg Co freezers Brea Mfg Co freezers 114 N POMONA AVE Year Uses 1995 First United Methodist Church Of Fullerton Fullerton First United Methodist Church Fullerton Interfaith Emergency Service Ofc Methodist Church First United Of Fullerton UNITED METHODIST CHURCHES Anaheim United Methodist Church First United Methodist 1991 FIRST UNITED METHODIST CHURCH OF ORANGE Nursery School Fullerton Interfaith Emergency Service Ofc FULLERTON INTERNAL Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell 5652379-5 Page 70 FINDINGS Year Uses 1991 United Methodist Churces Fullerton First United Methodist UNITED METHODIST CHURCHES Anaheim First United Methodist 1986 CHURCH 1980 First United Methodist Church Nursery School First United Methodist Church Of Fullerton Ofc District Olfice First United Methodist Church Preschool 1975 Ofc First Methodist Church Of @Fullerton@ First United Methodist Church Nursery School FIRST UNITED METHODIST CHURCH OF FULLERTON FULLERTON FIRST UNITED METHODIST CHURCH United Methodist Church Santa Ana Dist 1970 First Methodist Church of Fullerton First United Methodist Nursery School FULLERTON FIRST UNITED METHODIST CHURCH 1966 FIRST METHODIST CHURCH OF FULLERTON 1955 First Methodist Church of Fullerton Lormor Hugh N First Methodist Church Fullerton 1950 Methodist Church First 1946 First Methodist Church Ragsdale Ray W Rev First Methodist Church 1922 Sellers Jacob L shoe repr r Sellers Jacob L shoe repr 115 N POMONA AVE Year Uses 1946 Race J J r Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. of The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Southern California Telephone Co. 5652379-5 Page 71 FINDINGS Year Uses 1922 Ford Geo W hlpr Union Tool Co r 116 N POMONA AVE Year Uses 1955 Barnhart Marvin Winchell Mfg Co WINCHEL MFG CO 1950 Winchel Mfg Co 1946 Winchel Mfg Co 1922 Philadelphia Battery Service Station Brea Hotel Mrs M E Thayer prop PHILADELPHIA DIAMOND GRID BATTERY SERVICE STATION Brea Ignition Works 117 N POMONA AVE Year Uses 1995 SANTI Dial A New Thought Church Of Today Church Of Religious Science Of Fullerton 1991 Dial A New Thought Church Of Religious Science Of Fullerton 1986 Fullerton Church Of Religious Science Bookstore Fullerton Church Of Religious Science Dial A Thought Church Of Religious Science Of Fullerton 1980 Outreach Religious Science Churcli Of Fullerton 1975 Religious Science Church Of @Fullerton@ Outreach Church Of Religious Science Of @Fullerton@ 1970 RELIGIOUS CIENCE CHURCH OF ULLERTON FIRST CHURCH OF RELIGIOUS SCIENCE 119 N POMONA AVE Year Uses 1922 Borough Wilbert C Ina foremn G P Corp h Source Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California Source Kaasen Directory Co. 5652379-5 Page 72 FINDINGS 120 N POMONA AVE Year Uses 1955 Brown Howard R irrigtn eq 1950 Assembly of God Church 1946 Winters Fred C Rev Assembly of God Church 1922 TREMAINE GARAGE W D Tremaine Prop Automobile Repairs Supplies and Accessories 122 N POMONA AVE Year Uses 1955 Campbell & Cox Mfg Co 1922 Brea Transfer & Storage Co P C Huddleston L D Pierce 128 N POMONA AVE Year Uses 1955 Henry Machinery Co 1950 Henry H J Henry Machry Co Henry Machry Co 130 N POMONA AVE Year Uses 1955 Esco Rubber Products 1950 Esco Gasket & Washer Co 1922 Harris Arthur S clk Oil Well Supply Co r Oil Well Supply Co E E Mac Pherson mgr 135 N POMONA AVE Year Uses 1955 Brea Ready Mixed Concrete Co 1950 Brea Ready Mixed Concrete Co 140 N POMONA AVE Year Uses 1950 Mc Clelland Geo L Dr r POMONA AVE N 100 POMONA AVE N Year Uses 1950 10 02/a Chenowetli C H J Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. 5652379-5 Page 73 FINDINGS Year Uses Source 1950 Watson J W 102 POMONA AVE N Year Uses Source 1950 Harper Gene 104 POMONA AVE N Year Uses Source The Pacific Telephone and Telegraph Co. 1950 Branyon R H chiro IJ The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 105 POMONA AVE N Year Uses Source 1950 Vacant The Pacific Telephone and Telegraph Co. 106 POMONA AVE N Year Uses Source 1950 Drumm H A J The Pacific Telephone and Telegraph Co. Brea Hotel J The Pacific Telephone and Telegraph Co. 107 POMONA AVE N Year Uses Source 1950 Brea Pool Hall J 108 POMONA AVE N Year Uses Source 1950 Vacant 110 POMONA AVE N Year Uses Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 1950 ing J W phys J The Pacific Telephone and Telegraph Co. 112 POMONA AVE N Year Uses Source 1950 Vacant The Pacific Telephone and Telegraph Co. 113 POMONA AVE N Year Uses Source 1950 Brea Mfg Co The Pacific Telephone and Telegraph Co. 114 POMONA AVE N Year Uses Source 1965 FIRST METHODIST CHJRCH Ross Publications, Inc., 5652379-5 Page 74 FINDINGS Year Uses 1960 E AMERIGE AV INTS FIRST METH CH OF FUL 1956 First Meth Ch Lam 1950 Winchel Mfg Co whse Source Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. 115 POMONA AVE N Year Uses Source 1950 No return 116 POMONA AVE N Year Uses Source The Pacific Telephone and Telegraph Co. 1950 Winchel Mfg Co The Pacific Telephone and Telegraph Co. 120 POMONA AVE N Year Uses Source 1950 Assembly of God Ch J The Pacific Telephone and Telegraph Co. Henderson B T Rev J The Pacific Telephone and Telegraph Co. 125 POMONA AVE N Year Uses Source 1950 Shaffer Tool Wks personnel dept 128 POMONA AVE N Year Uses 1950 Henry H J IJ Henrys Mach Shop J 130 POMONA AVE N The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Year Uses Source 1950 Davis P H mach shop J 135 POMONA AVE N Year Uses 1950 Concrete J Brea Ready Mixed POMONA AVE S 111 POMONA AVE S Year Uses 1965 n GALBRAITH HAROLD F MD The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Ross Publications, Inc., 5652379-5 Page 75 FINDINGS Year Uses 1960 H F GALBRAITH 1956 Galbraith H F phys Lam 1950 Galbraith H F phys Source Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. 113 POMONA AVE S Year Uses Source 1945 14 Mrs Ora Barkley McCutcheon & Bragonier 114 POMONA AVE S Year Uses 1965 LJ AVALOS 1960 L PROVENCIO 1956 Rios F T 1950 Hampton J R 1945 J W Fritts 116 POMONA AVE S Year Uses 1965 FT RIDS 1960 F T RIOS 1956 Vacant 1950 Krieger H A phys 1945 64 H A Krieger phys 117 POMONA AVE S Year Uses 1965 AD MOORE 1960 A D MOORE 1956 Moore A D Lam 1950 Moore A D 5 W 1945 AD Moore Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 122 POMONA AVE S Year Uses Source 1965 BINARY ELECTRONICS CO Ross Publications, Inc., Ou R E ELECTRONICS INC Ross Publications, Inc., 1956 United Radio Luskey Brothers & Co., Inc. Electronic Co Lam Luskey Brothers & Co., Inc. 1950 No return The Pacific Telephone and Telegraph Co. 5652379-5 Page 76 FINDINGS 123 POMONA AVE S Year Uses 1965 OANDREWS & BOYD AUTOMOTI 1960 ANDREWS & BOYD AUTOMOTIVE SERV E SANTA FE AV INTS 1956 Dawson Jim Garage Lam 1950 Dawson Jim Garage auto reprs 200 POMONA AVE S Year Uses 1956 1950 E Commonwealth av south E Commonwealth av south 201 POMONA AVE S Year Uses 1965 ODIPPEL CHET ADVERT 151 NG 1960 WALNUT AV INTS MILLET KING & ASSOC 1956 Associates Lam Schneider D N 1950 Vacant 1945 a Ward & Harrington Lbr Co 303 POMONA AVE S Year Uses 1945 AOrange Belt Fruit Distrib 313 POMONA AVE S Year Uses 1965 J RIOS EA RIDS 1960 EA RIOS TRUSLOW AV INTS 1956 Rios E A Mrs 1950 Rios Esther Mrs 1945 Thos Reyes Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source McCutcheon & Bragonier Source Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 5652379-5 Page 77 FINDINGS S HARBOR BLVD 100 S HARBOR BLVD Year Uses 1986 Furniture Discounts 1966 STEIN STRAUSS CO INC genl mdse 101 S HARBOR BLVD Source Pacific Bell Pacific Telephone Year Uses Source 1991 Victor Pahl Pacific Bell PAWNSHOP Pacific Bell ORANGE COUNTY PAWNBROKERS Pacific Bell A G Jewelers Pacific Bell 1986 PAW N S HOP Pacific Bell ORAN GE COUN TY PAW N BROKE RS Pacific Bell 1980 I Pawnshop Pacific Telephone Orange County Municipal Court Pacific Telephone Vic Pahl Pacific Telephone 1975 ORANGE COUNTY PAWNBROKERS Luskey Brothers & Co., Inc. 1970 One 0 One Speed Shop General Telephone Co., of California CUSTOM AUTOMOTIVE CENTER General Telephone Co., of California 1966 One 0 One Speed Shop Pacific Telephone CUSTOM AUTOMOTIVE CENTER Pacific Telephone 103 S HARBOR BLVD Year Uses Source 1966 ORANGE COUNTY PAWNBROKERS Pacific Telephone 105 S HARBOR BLVD Year Uses Source 1991 Twenty Four Hour Check Cashing Pacific Bell Victor Pahl Pacific Bell STRINGS & THINGS Pacific Bell Pawnshop Of Orange County Pacific Bell 1986 S TRIN GS & THIN GS Pacific Bell Pawnshop Of Orange County Pacific Bell Pahl Victor Pacific Bell 1980 STRINGS & THINGS Vic Pahl Pacific Telephone Pawnshop Of Orange County Pacific Telephone 1975 STRINGS & THINGS Luskey Brothers & Co., Inc. 5652379-5 Page 78 FINDINGS Year Uses 1966 Millers Cafe 106 S HARBOR BLVD Year Uses 1980 FULLERTON HARDWARE Herman Weishaupt 1975 FULLERTON HARDWARE 1970 FULLERTON HOWE 1966 FULLERTON HDWE 107 S HARBOR BLVD Year Uses 1995 Have Music Will Travel White Bear Photography 1991 Freemans Picture Frames Linen Liners 1986 Apostolic Church 1980 New Life Crusade Inc 1970 POSTAL INSTANT PRESS 1966 Personal Finance Co See Beneficial Finance Co of Fullerton Beneficial Finance Co of Fullerton 109 S HARBOR BLVD Year Uses 1995 Romo Ink 1991 J C Enterprises 1986 J C Enterprises 1980 J C Fabric Co Jerry Oserni J C Enterprises 1975 HOME FURNITURE UPHOLSTERY 1970 JOHNSONS BEAUTY SHOP JOHNSON & SONS ELECTRIC CO Ofc Co Johnson Electric See Johnson & Sons Electric 1966 JOHNSONS ELECTRIC Ofc Johnsons Beauty Shop Johnson Electric See Johnsons Electric Source Pacific Telephone Source Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone General Telephone Co., of California Pacific Telephone Pacific Telephone Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone Pacific Telephone 5652379-5 Page 79 FINDINGS 110 S HARBOR BLVD Year Uses Source 1986 Melody Inn Pacific Bell 1980 Melody Inn Pacific Telephone Melody Inn Pacific Telephone 1975 Melody Inn Luskey Brothers & Co., Inc. 1970 Melody Inn General Telephone Co., of California 1966 Melody Inn Pacific Telephone 1955 Rose Tackle Co The Pacific Telephone and Telegraph Co. 111 S HARBOR BLVD Year Uses Source 1986 Fullerton Pacific Bell 1980 Castle & Cooke Foods Pacific Telephone 113 S HARBOR BLVD Year Uses Source 1975 Lawson Tom Insurance Luskey Brothers & Co., Inc. LAWSON TOM E ins Luskey Brothers & Co., Inc. Fullerton Luskey Brothers & Co., Inc. 114 S HARBOR BLVD Year Uses Source 1980 Fullerton Business Machines Co Neal Pacific Telephone Clark Goodwin Furniture Pacific Telephone 1975 Goodwin Furniture Luskey Brothers & Co., Inc. FULLERTON BUSINESS MACHINES CO Luskey Brothers & Co., Inc. 1970 Goodwin Furniture General Telephone Co., of California 1950 Fullerton The Pacific Telephone and Telegraph Co. 115 S HARBOR BLVD Year Uses Source 1995 MMTS Pacific Bell LAWSON TOM INSURANCE AGENCY Pacific Bell INC Gonzales Larry Chiropractor Pacific Bell Bill Farris & Associates Pacific Bell 1991 Mc Cullough Floyd E rlty Pacific Bell Lawson Tom Insurance Agency Inc Pacific Bell Hair Show Petes Pacific Bell 5652379-5 Page 80 FINDINGS Year Uses 1991 GONZALES LARRY CHIROPRACTOR 1986 Petes Hair Show Mc Cullough Floyd E rity Lawson Tom Insurance Agency Inc Hair Show Petes GONZALE S LORE NZO DC chirprctr 1980 Lawson Tom Insurance Hair Palace The Emery Board Domestic Service Betty Emery CASPERS CONSTRUCTION CO INC Ed Gaspers C Bee Services Inc Carmelite Jones President 116 S HARBOR BLVD Year Uses 1966 FULLERTON GARDEN & FEED SUPPLY 117 S HARBOR BLVD Year Uses 1975 U S Hair Force 119 S HARBOR BLVD Year Uses 1966 Smoker The 123 S HARBOR BLVD Year 1980 1955 Uses LAW S ON TOM E ins Kymla Godfrey 135 S HARBOR BLVD Year Uses 1986 Caspers Construction Co Inc 150 S HARBOR BLVD Year Uses 1995 Knowlwood Restaurant Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone Source Pacific Telephone Source Luskey Brothers & Co., Inc. Source Pacific Telephone Source Pacific Telephone The Pacific Telephone and Telegraph Co. Source Pacific Bell Source Pacific Bell 5652379-5 Page 81 FINDINGS 201 S HARBOR BLVD Year Uses Source 1966 Jamco Trainina Center Pacific Telephone Alignment Supply Co Pacific Telephone 203 S HARBOR BLVD Year Uses Source 1966 L A TIRE WHOLESALE CO ORG Pacific Telephone COUNTY DIV 220 S HARBOR BLVD Year Uses Source 1966 LEEGAR CORP Pacific Telephone AUTOMATIC HEATING Pacific Telephone AUTOMATIC HEATING Pacific Telephone 300 S HARBOR BLVD Year Uses Source 1966 BILL THE BRAKEMAN Pacific Telephone Sorrells Wm D Pacific Telephone 301 S HARBOR BLVD Year Uses Source 1970 Digby W J Inc General Telephone Co., of California 1966 Tropicana Products Inc Pacific Telephone Stouffer Foods Corp Pacific Telephone Ofc Pacific Telephone Anaheim Cold Storage Inc Pacific Telephone AMERICAN STANDARD AIR Pacific Telephone CONDITIONING DIV Packers Cold Storage Inc Pacific Telephone 304 S HARBOR BLVD Year Uses Source 1966 Andersen Welding Service Pacific Telephone 305 S HARBOR BLVD Year Uses Source 1986 COOK TRUCKIN G S E RVICE IN C Pacific Bell 1980 Cook Trucking Service Inc Duke De Pacific Telephone Connick President 1975 COOK TRUCKING SERVICE INC Luskey Brothers & Co., Inc. 5652379-5 Page 82 FINDINGS Year Uses 1970 COOK TRUCKING SERVICE INC 1966 COOK TRUCKING SERVICES INC 310 S HARBOR BLVD Year Uses 1955 Blue Cross Dog & Cat Hospital Cittadin J F Dr Dog & Cat Hospital 315 S HARBOR BLVD Year Uses 1955 Black Ralph 316 S HARBOR BLVD Year Uses 1955 Kennans Mkt 320 S HARBOR BLVD Year Uses 1966 ERWINS AUTO REPAIR Lous Garage S POMONA AVE 100 S POMONA AVE Year Uses 1955 Brea Hdwe Co 1950 Brea Hdwe Co 1946 Brea Hdwe Co 1922 Pacific Co Operative League J A Thompson Mgr grocery Woodruff Henigan Co C H Woodruff G F Henigan dry goods 101 S POMONA AVE Year Uses 1955 Brea 1946 1922 Elva May Coffee Shop FIRST NATIONAL BANK OF BREA F N High Pres J D Sievers V Pres W C Davis Cashr Source General Telephone Co., of California Pacific Telephone Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. Source Pacific Telephone Pacific Telephone Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. 5652379-5 Page 83 FINDINGS 103 S POMONA AVE Year Uses 1955 Dist Production Ofc Purchasing & Stores 1950 Jensons furn 1946 Jensons furniture 1922 Long Bert H Martha I pool Diamond Barber Shop Robt Shanks prop 104 S POMONA AVE Year Uses 1950 Kirkpatrick Fred M Ceramics By Kirk Kirks Ceramics Ceramics by Kirk Ceramics By Kirk 1922 BREA LIBRARY Co branch Mrs A M Mc Veigh custodian 105 S POMONA AVE Year Uses 1955 Reds House of Hobbies Brea Bicycle Shop 1950 Arts Pharmacy 1946 Arts Pharmacy 1922 REXALL DRUG STORE Brea Pharmacy BREA PHARMACY Rexall Store R H Harold Prop Drugs Toilet Articles Magazines Kodaks and Supplies Prescription Work a Specialty 106 S POMONA AVE Year Uses 1946 Johnson N S plmbng Grimes J W rl est 1922 Brea Garage Frambes & Martin props Frambes & Martin E C Frambes D C Martin props Brea Garage 107 S POMONA AVE Year Uses 1955 Ofc Budway Louis atty Van Derhoof D R rl est Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 84 FINDINGS Year Uses 1950 Budway Louis atty Kinney Wm M optmtrst Van Derhoof D R rl est 1946 Western Auto Supply Co auth dlr Van Derhoof D R rl est Jones Geo P atty 1922 PETTIT & SON A W and G K Pettit Jewelry Watch Repairing and Musical Instruments Pettit Aaron W Belle Pettit & Son h 108 S POMONA AVE Year Uses 1955 Rays Pet & Garden Brea Feed Pet & Garden Store 1950 Brea Feed & Seed Store 1946 Russells Barber Shop Brea Feed & Seed Store 1922 Ray Harry mens furns 110 S POMONA AVE Year Uses 1955 Home Clnrs & Pressers 1950 Home Clnrs & Pressers 1946 Russell V W r Francisco Plastic Specialties 1922 Schuppert Geo A Helen prop Brea Bakery h Olsons Cafe 0 A Olson prop 111 S POMONA AVE Year 1975 1970 1966 1955 1950 Uses Galbraith Gaibraith Galbraith Galbraith Galbraith Harold F MD Harold F MD Harold F MD Harold F MD Harold F MD Campbell Frank R Mrs r 1946 Campbell F R r Galbraith Harold F MD 1941 Brown WT r Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source Luskey Brothers & Co., Inc. General Telephone Co., of California Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. 5652379-5 Page 85 FINDINGS Year Uses 1922 CITY HALL Sewell Bldg Olson Oscar A prop Olsons Cafe r Sewell Building and Hall 112 S POMONA AVE Year Uses 1955 White Way Beauty Shoppe 1950 White Way Beauty Shoppe 1946 White Way Beauty Shoppe 1922 Brea Bakery G A Schuppert prop White Way Barber Shop D G Reed H B Badgley 113 S POMONA AVE Source Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Year Uses Source 1922 RACINE AUTO TIRES AND TUBES Mac Clatchie Hardware Co Dealers MAC CLATCHIE HARDWARE CO H A and J W Mac Clatchie Hardware Furniture Sporting Goods and Auto Supplies FISK AUTO TIRES AND TUBES Mac Clatchie Hardware Co Dealers Brea Gun Club J W Mac Clatchie sec treas 114 S POMONA AVE Year Uses 1966 Lopez Augustina 1955 Burt Radio & Television Servicing 1950 Burts Radio & Television Servicing 1946 Home Clnrs & Pressers 1922 PARRETT OWEN S Cora E Physician and Surgeon Pres Board of Health Marshall B Ami Mary W carp r MAC CLATCHIE J WARREN Hazel Mac Clatchie Hardware Co h Leech Wm D Irma tchr r Walker P R 115 S POMONA AVE Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Year Uses Source 1922 Brea Sweet Shop Paul Ortega prop Kaasen Directory Co. 5652379-5 Page 86 FINDINGS Year Uses 1922 Ortega Paul Bertha prop Brea Sweet Shop h 116 S POMONA AVE Year Uses 1980 Perez Miguel Ybarra Mier Arturo Ibarra Juan M 1955 Vogtman Mable A Silvey Jas E 1950 Krieger H A Dr r Brea Mkt 1946 Vogtmans Mkt Krieger H A MD 1922 Gnagy John H Ethelyn T prop Gnagys h Gnagys Department Store J H Gnagy prop 117 S POMONA AVE Year Uses 1975 Lyon David C 1955 Moore Alex 1950 Moore Alex r 1946 Good Jane r 1922 Crawford Talmage J lunch Crawford Talmage J lunch Crawford John S cook T J Crawford r Moore A D 118 S POMONA AVE Year Uses 1955 1950 1946 1922 Russell Melvin A jwlr Russell Melvin A jwlr Russell Melvin A r BREA ELECTRICAL CO J A Leuzinger Electrical Contractors Fixture Mnfrs Appliances and Repairs 120 S POMONA AVE Year Uses 1955 Miladys Clnr & Dyer Source Kaasen Directory Co. Source Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. 5652379-5 Page 87 FINDINGS Year Uses 1950 Miladys Clnr & Dyer 1922 Federal Grocery Co F W Bain mgr 121 S POMONA AVE Year Uses 1955 Tonys Place restaurant 1950 Haro Tony restrnt 1922 Swift Thos W elec Ful 0 Co r Rogers Henry H lab U 0 Co r Rich Minnie Mrs prop Crown Confy h Pickering Oscar J cir mgr Brea Progress r Lane David lab U 0 Co r Doolittle Thos T Imogen E driver h Blakemore Edgar W Thelma driver r Crown Confectionery Mrs Minnie Rich prop Crown Stage Line Mrs Minnie Rich agt 122 S POMONA AVE Year Uses 1980 Kachler James S Kachler Jas S 1975 Kachler Jas S 1955 Brea United Radio & Electronics Co 1950 Fleishers Drug Store Fender Electrcl Musical Instrument Co 1946 Fleishers Drug Store 123 S POMONA AVE Year Uses 1980 BOYD & AN DRE W S COMPLE TE AUTOMOTIVE S E RVICE Andrews & Boyd Automotive Service 1975 Andrews & Boyd Automatic Transmission Service ANDREWS & BOYD COMPLETE AUTOMOTIVE SERVICE BOYD & ANDREWS COMPLETE AUTOMOTIVE SERVICE 1970 Andrews & Boyd Automatic Transmission Service Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California 5652379-5 Page 88 FINDINGS Year Uses 1970 AUTOMOTIVE SERV CE 1966 ANDREWS & BOYD COMPLETE AUTOMOTIVE SERV BOYD & ANDREWS COMPLETE AUTOMOTIVE SERV 1955 Dawsons Jim Garage Johnson E L r 1950 Johnson E L r Dawsons Jim Garage 124 S POMONA AVE Year Uses 1975 Custom Made Products 1955 Nelsons Five & Ten 1950 Oxandaboure Ben r Duncan Kenneth C r Belchers Five & Ten 1946 Craig Apts Horspool W L r 1922 Mc KELVEY & VOLZ L W Mc Kelvey L P Volz Druggists Craig Bldg and Hall 125 S POMONA AVE Year Uses 1941 Walters Ray r 126 S POMONA AVE Year Uses 1950 Brea 1946 Brea 1922 POST OFFICE W M Smith Postmaster 127 S POMONA AVE Year Uses 1955 Brea Barber Shop 1922 CROWE LOUIS A Mgr Auto Electric Service r Gilbert M V hlpr Union Tool Co r Mc Grew Ted E clk Brea Pool Hall r Wadman Beulah Mrs fur rms Source General Telephone Co., of California Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. 5652379-5 Page 89 FINDINGS Year Uses 1922 Wadman Clarence G Beulah h Young Clyde P bkpr B R Tool Co r 128 S POMONA AVE Year Uses 1922 Williams Arthur J Charlotte printer Valley Publishing Co h rear VALLEY PUBLISHING CO A V Douglas Prop pubs Brea Star La Habra Star and Yorba Linda Star BREA STAR Valley Publishing Co Pubs 129 S POMONA AVE Year Uses 1955 Brea Paint & Wall Paper 1950 Graham Shoe Store 1922 Blakemore Wm E Mae S driver Sullivan Bros h rear I V Shop Mrs E A Vallandigham prop notions Russell P D driver Sullivan Bros r rear Vallandigham Emma A Mrs prop I V Shop h 130 S POMONA AVE Year Uses 1955 Brea Chamber of Commerce Harding Camera & Knit Shop 1950 Haddads Haberdashery 131 S POMONA AVE Year Uses 1950 Manuel Joyce Arlene r 1922 Tremaine Ellery G Orlie H rig bldr h Kellogg Ella S wid H S h 132 S POMONA AVE Year Uses 1955 Denes Cafe 1922 Red Lantern L A Schlessinger mgr theatre Source Kaasen Directory Co. Kaasen Directory Co. Source Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. 5652379-5 Page 90 FINDINGS 133 S POMONA AVE Year 1955 1950 1946 Uses Marilyns Dept Store Marilyn s Marilyns 134 S POMONA AVE Year Uses 1955 Brea Theatre Worsham Herbert ins 1950 Brea Theatre Inc 1946 Brea Theatre 135 S POMONA AVE Year 1955 1950 1946 1941 Uses Brea Bakery Brea Bakery Wards Bakery Wards Bakery 136 S POMONA AVE Year 1955 1950 1946 Uses Brea Pharmacy Brea Camera Shop Brea Camera Shop 137 S POMONA AVE Year Uses 1955 Brea 1950 Brea Variety Store Brea 1946 Mc Illvain D D Brea Variety Store Brea Variety Store 138 S POMONA AVE Year Uses 1955 Haddads Haberdashery 1922 KINSLER CHAS C Lena I Sec and Agt Oil Workers Union office Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. 5652379-5 Page 91 FINDINGS 139 S POMONA AVE Year Uses Source 1946 Brea Liquor Store 141 S POMONA AVE Year Uses 1955 Brea Variety Store 1922 CULP W A & JAY C SEXTON Real Estate Loans and Insurance Subdividers of Land TRAVELERS INSURANCE CO Jay C Sexton Agt ORIENT INSURANCE CO Jay C Sexton Agt LONDON & LANCASHIRE FIRE INS CO Jay C Sexton Agt INSURANCE CO OF NORTH AMERICA W A Culp agt GENERAL ACCIDENT FIRE & LIFE ASSURANCE CORP Ltd W A Culp Agt Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. 143 S POMONA AVE Year Uses Source 1955 Brea Liquor Store & Delicatessen The Pacific Telephone and Telegraph Co. 1950 Brea Liquor Store The Pacific Telephone and Telegraph Co. 145 S POMONA AVE Year Uses Source 1955 F & W Mkt The Pacific Telephone and Telegraph Co. 1950 Alexanders Food Mkt The Pacific Telephone and Telegraph Co. 1946 Central Mkt Southern California Telephone Co. 1922 Motor Transit Co A H Pearson agt Kaasen Directory Co. Pearson Alfred H Natalie restaurant Kaasen Directory Co. 146 S POMONA AVE Year Uses 1955 HOPPER EDDIE CHEVROLET 1950 Daugherty Chevrolet 1946 Daugherty Chevrolet 1922 Central Garage H A Baldwin E V Hill 150 S POMONA AVE Year Uses Source 1991 Walgill RR&LS Pacific Bell Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. 5652379-5 Page 92 FINDINGS 151 S POMONA AVE Year Uses Source 1986 Kutnyak Thos A Pacific Bell 161 S POMONA AVE Year Uses Source 1991 Harris Mark Pacific Bell Harris Marie Pacific Bell 196 S POMONA AVE Year Uses Source 1970 Dooling Patricia 198 S POMONA AVE Year Uses Source 1980 Owens Craig & Terri 200 S POMONA AVE Year Uses 1955 Abshier Roy F 1950 Abshier Roy F r 1922 Mc Veigh Deborah A clk Gnagys r Mc Veigh Anna M wid Thos custodian Brea Library r h Davis Walter W Florence E phys Davis Walter W Florence E phys 201 S POMONA AVE Year Uses 1955 Brea Ofc 1950 Oilfields Natl Bank 1946 Fullerton Oilfields Natl Bank 1941 Brown & Dauser Co 1922 Congregational Church Rev B W Marsh pastor Brown and Dauser Co 203 S POMONA AVE General Telephone Co., of California Pacific Telephone Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Year Uses Source 1970 Delany Edmond P General Telephone Co., of California 5652379-5 Page 93 FINDINGS Year Uses 1955 Waggener Kenneth E 204 S POMONA AVE Year Uses 1922 Remp Martha E wid Chas A bkpr U 0 Co h 205 S POMONA AVE Year 1955 1950 1946 Uses Barnes Ralph E ins Brea Progress Brea Progress 206 S POMONA AVE Year 1955 1950 1941 Uses Brea Bowl Brea Bowl Mc Coy & Mills autos 207 S POMONA AVE Year Uses 1922 Peterkin Edwd H Lillian B ice and transfer h Peterkin Edwd H Lillian B ice and transfer 208 S POMONA AVE Year Uses 1946 Brea Radio & Appliance Co 209 S POMONA AVE Year 1955 1950 1946 Uses Shaffer Tool Wks Shaffer Tool Wks Shaffer Tool Wks 210 S POMONA AVE Year 1955 1950 Uses Brea Furn Brea Furn Source The Pacific Telephone and Telegraph Co. Source Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 94 FINDINGS 211 S POMONA AVE Year Uses Source 1995 Morris Bill Pacific Bell 1950 Ryan Chas E r The Pacific Telephone and Telegraph Co. 1946 Ryan Chas E r Southern California Telephone Co. 1922 Whitmer Geo Jessie supt Union Tool Co h Kaasen Directory Co. Mon Santa Hubert Achsah hlpr Union Tool Kaasen Directory Co. Co h Tarvin Wm C Margaret H emp U 0 Co h Kaasen Directory Co. 212 S POMONA AVE Year Uses Source 1955 Sharp Douglas R plmbng contr The Pacific Telephone and Telegraph Co. 1950 Ofc The Pacific Telephone and Telegraph Co. 1946 Ofc Southern California Telephone Co. 1922 Seymour Harry E Seymour & Krepps r Kaasen Directory Co. Seymour Melbert C Seymour & Krepps r Kaasen Directory Co. SEYMOUR & KREPPS H E and M C Kaasen Directory Co. Seymour F S Krepps Plumbers and Gas Fitters Krepps Frank S Seymour & Krepps r Kaasen Directory Co. 214 S POMONA AVE Year Uses Source 1955 BREA GARAGE & BODY SHOP 215 S POMONA AVE The Pacific Telephone and Telegraph Co. Year Uses Source 1922 Henn Hilda M Mrs r Kaasen Directory Co. Rees Albt E emp Ful 0 Co r Kaasen Directory Co. Rees Thos E r Kaasen Directory Co. Rees Selina A wid David h Kaasen Directory Co. Rees Brinley M r Kaasen Directory Co. 216 S POMONA AVE Year Uses Source 1955 Brea The Pacific Telephone and Telegraph Co. 217 S POMONA AVE Year Uses Source 1955 Hopper Eddie Chevrolet Used Car Lot The Pacific Telephone and Telegraph Co. 1950 Phillips & Neverka sprtng gds The Pacific Telephone and Telegraph Co. 5652379-5 Page 95 FINDINGS Year Uses 1946 Brea Lemon Growers Inc Orange County Transfr Co 1922 Choat Wm J Ellen blksmth h rear Choat Wm J Ellen blksmth 218 S POMONA AVE Year Uses 1955 Wests Barber Shop Brea Progress 1922 WILLARD STORAGE BATTERIES Auto Electric Service Dealers Billingsley Wm P Clara B transfer AUTO ELECTRIC SERVICE L A Crowe Mgr Willard Storage Batteries Automobile Electricians Supplies and Accessories 219 S POMONA AVE Year Uses 1922 Wesner Jas r 220 S POMONA AVE Year Uses 1922 Guard Frank B Ida pumper M P 0 Co h 221 S POMONA AVE Year 1955 1946 Uses IMPERIAL liqr Brea Furn Store 222 S POMONA AVE Year Uses 1955 Reed Judd A Trojan Cafe The 1950 Trojan Cafe The Sullivan Transptn Co 1922 Cathrin John W Gladys mach h 223 S POMONA AVE Year 1950 1946 Uses Imperial Cafe Imperial Cafe Source Southern California Telephone Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source Kaasen Directory Co. Source Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 5652379-5 Page 96 FINDINGS 224 S POMONA AVE Year Uses Source 1995 Coulter David Pacific Bell 1955 Smalley Donald C The Pacific Telephone and Telegraph Co. 1950 Logsdon Archie F r The Pacific Telephone and Telegraph Co. 1946 Logsdon Archie F r Southern California Telephone Co. 1922 Logsdon Archie M Charlotte hlpr U 0 Co h Kaasen Directory Co. Pitts & Wilkinson Morris Pitts C C Kaasen Directory Co. Wilkinson oil sta 226 S POMONA AVE Year Uses Source 1966 Zamora Harold J Lt Pacific Telephone 227 S POMONA AVE Year Uses Source 1950 Westys Sportswear The Pacific Telephone and Telegraph Co. 1946 Brea Electro Ltd Southern California Telephone Co. 228 S POMONA AVE Year Uses 1955 Shanks Mattie Shanks Robt 1946 Myatt Dump r 229 S POMONA AVE Year Uses Source 1955 Brea Ofc The Pacific Telephone and Telegraph Co. 1950 Brea Ofc The Pacific Telephone and Telegraph Co. 1946 Brea Ofc Southern California Telephone Co. 231 S POMONA AVE Year Uses 1955 Phillips Garage 1950 Phillips Garage 232 S POMONA AVE Year Uses Source 1922 Ellenberger J Wesley Mollie carp h Kaasen Directory Co. Ellenberger Raymond lab Randolph Mkt Kaasen Directory Co. Co r Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 97 FINDINGS 233 S POMONA AVE Year Uses Source 1922 Criss Frank A Laura G rig bldr U 0 Co h 234 S POMONA AVE Year Uses 1955 Fields Chas R r 1950 Fields Chas R r 1922 Walz John A Bessie pumper U 0 Co h MAC CLATCHIE J WARREN Hazel Mac Clatchie Hardware Co h Martin Dexter C Lois Frambes & Martin h 235 S POMONA AVE Year Uses 1955 Brea Florist 1950 Brea Florist 1941 Warfield Lloyd r 1922 Munyon Robt W Emma M foremn G P Corp h Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. 236 S POMONA AVE Year Uses Source 1946 Ward Dwight E r Southern California Telephone Co. 1922 Ross Chas barber Sanitary Barber Shop r Kaasen Directory Co. Gesme Geo S Vina prop Sanitary Barber Kaasen Directory Co. Shop h 239 S POMONA AVE Year Uses Source 1955 Williamsons Plumbing & Heating Co The Pacific Telephone and Telegraph Co. 1950 Williamsons Plumbing Co The Pacific Telephone and Telegraph Co. 1946 Bond Robt r Southern California Telephone Co. 1922 Sadler Virgil M Mildred painter h Kaasen Directory Co. 240 S POMONA AVE Year Uses Source 1950 West A D r The Pacific Telephone and Telegraph Co. 1922 Walls John A Bessie U 0 Co h Kaasen Directory Co. Kellor Peter oil wkr r Kaasen Directory Co. Passamaneck Dennie wid Saml prop Brea Kaasen Directory Co. Grill h 5652379-5 Page 98 FINDINGS 241 S POMONA AVE Year Uses Source 1922 Jamison Wilbur F emp Ful 0 Co r Kaasen Directory Co. Jamison Nelson H emp G P Corp r Kaasen Directory Co. Jamison Harry H Bessie janitor Brea Sch Kaasen Directory Co. h Jamison David mech Tremaine Garage r 244 S POMONA AVE Year Uses 1955 Dedolph Fred T Union Oil Sery @Stanton@ 1950 Westensee Union Oil Sery Stanton 1946 Dickensons Sery 1922 Dashner Wm A Mae E asst eng L H G Co h Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. 245 S POMONA AVE Year Uses Source 1955 Mc Connells Chevron Sery The Pacific Telephone and Telegraph Co. 1950 Mc Connells Chevron Sery The Pacific Telephone and Telegraph Co. 251 S POMONA AVE Year Uses Source 1946 Davison & Mc Cart auto reprng Southern California Telephone Co. 300 S POMONA AVE Year Uses Source 1955 Westensee Vic Shell Sery The Pacific Telephone and Telegraph Co. 1950 M & 0 Tire Sery The Pacific Telephone and Telegraph Co. Brunot R J Shell Sery The Pacific Telephone and Telegraph Co. 1946 Yocums Shell Sery Stanton Southern California Telephone Co. Russell Shell Sery Southern California Telephone Co. 303 S POMONA AVE Year Uses Source 1950 Clydes Associated Sery The Pacific Telephone and Telegraph Co. 1946 Snyder W A & Sons Co Southern California Telephone Co. Fullerton Southern California Telephone Co. 1922 Pettigrew Robt G Sallie S ydmn U 0 Co h Kaasen Directory Co. Pettigrew Otey H toolie U 0 Co r Kaasen Directory Co. 5652379-5 Page 99 FINDINGS 307 S POMONA AVE Year Uses 1955 Brunot Edw L 1922 Crayne John B r Bobst Delbert Ethel driller Ful 0 Co h 311 S POMONA AVE Year Uses 1955 1922 Dunlap Tom W Ciaramella Vincent Frances shoe repr h Ciaramella Vincent Frances shoe repr 312 S POMONA AVE Year Uses 1955 Tastee Freez of Brea 313 S POMONA AVE Year Uses 1995 Rios Johnny 1991 Rios Johnny 1986 Rios Johnny 1980 is hniy 1975 Rios Johnny 1970 Rios Johnny 1922 Grant Ervin F Irene D foremn S 0 Co h Sims S 314 S POMONA AVE Year Uses 1922 Peterson P mtrcycle repr 319 S POMONA AVE Year Uses 1922 Teitsworth Howard R Ethel J driller A 0 Co h 323 S POMONA AVE Year 1955 1950 1946 Uses Modern Beauty Shoppe Modern Beauty Shoppe Marks AEr Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California Kaasen Directory Co. Kaasen Directory Co. Source Kaasen Directory Co. Source Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 5652379-5 Page 100 FINDINGS Year Uses 1922 Moss Willard R driller r Bowie Alfred B Grace B pumper U 0 Co h Bowie Herman E toolie U 0 Co r 325 S POMONA AVE Year Uses 1955 Anderson Marshall T Anderson & Morris ins French Thurman Morris Robt R Anderson & Morris ins Anderson & Morris ins 1950 Brea 1946 Brea Source Kaasen Directory Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 329 S POMONA AVE Year Uses Source 1922 Conner Thos G pumper Comwlth 0 Co h Kaasen Directory Co. Conner Mary J Mrs r Kaasen Directory Co. 330 S POMONA AVE Year Uses 1955 Luther Ross D MD Fritcher Ernest L Dr DDS 333 S POMONA AVE Year Uses Source 1922 Egge Herman Caroline J oiler Wallace Kaasen Directory Co. Refinery h 336 S POMONA AVE Year 1955 1950 1946 Uses Womans Club Womans Club Womans Club 337 S POMONA AVE Year Uses 1955 Scanlon John P r 1950 Scanlon John P r 1946 Modern Beauty Shoppe 1922 Des Granges Paul R Julia T driller G P Corp h Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. 5652379-5 Page 101 FINDINGS 341 S POMONA AVE Year 1955 1950 1946 Uses Pomona Ave Mkt Pomona Av Mkt Pomona Ave Mkt 342 S POMONA AVE Year Uses 1955 H & L Cabinet Shop Williams Bros Hub Cafe 344 S POMONA AVE Year Uses 1946 Extract Products Co 346 S POMONA AVE Year Uses 1946 Century Sery Stanton SANTA FE AVE E 109 SANTA FE AVE E Year Uses 1960 J F NEWKIRK RITZ HOTEL 1956 Podvin David Lam Ritz Hotel Lam 1950 Park Hotel 1945 Park Hotel 113 SANTA FE AVE E Year Uses 1956 Clever & Gulick mach 1950 Clever & Gtlick mach shop 408 W 115 SANTA FE AVE E Year Uses 1956 Lang Plmbg & Hdwd Co whse 1950 Lang Plmnbg & Hdwd Co whse 1945 Vacant Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Southern California Telephone Co. Source Southern California Telephone Co. Source Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier 5652379-5 Page 102 FINDINGS 117 SANTA FE AVE E Year 1956 1950 1945 Uses Schulz Appliance whse Schulz W J whse Vacant 121 SANTA FE AVE E Year Uses 1960 VACANT 1956 Harper Gean 1950 Skeen D A chiro 1945 T D Skeen 127 SANTA FE AVE E Year Uses 1960 G GONZALES E RIOS V VASQUEZ SANTA FE AV E S POMONA AV INTS 1956 a Logue Albert b Coffman D T c Ledbetter A P 1950 a Vacant b Chadwick R M c Bennett E P Mrs 1945 Lloyd Brooks J F Slane 200 SANTA FE AVE E Year 1956 1950 Uses S Spadra rd east S Spadra rd east 205 SANTA FE AVE E Year Uses 1956 Allen Bros Tool Co Lam 209 SANTA FE AVE E Year Uses 1960 ACME TOOLING CO Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier McCutcheon & Bragonier Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. Source Luskey Brothers & Co., Inc. Source Luskey Brothers & Co., 5652379-5 Page 103 FINDINGS Year Uses Source 1956 County Lam Luskey Brothers & Co., Inc. Servisoft of Northern Orange Luskey Brothers & Co., Inc. 210 SANTA FE AVE E Year Uses Source 1960 WARD HARRINGTON LMBR CO Luskey Brothers & Co., 1956 Co Lam Luskey Brothers & Co., Inc. Ward & Harrington Lmbr Luskey Brothers & Co., Inc. 1950 Ward & Harrington Lmbr Co The Pacific Telephone and Telegraph Co. 215 SANTA FE AVE E Year Uses Source 1960 UNDER CONSTR Luskey Brothers & Co., 1956 3/4 Beshears J E Luskey Brothers & Co., Inc. z Vacant Luskey Brothers & Co., Inc. Clark J H Luskey Brothers & Co., Inc. 1950 3/4 Cluggage Ethel Mrs The Pacific Telephone and Telegraph Co. Va Scott W L The Pacific Telephone and Telegraph Co. Clark J H The Pacific Telephone and Telegraph Co. 1945 W N Bohannon McCutcheon & Bragonier J H Clark McCutcheon & Bragonier 217 SANTA FE AVE E Year Uses Source 1956 Sanchez Alfonso Rev Lam Luskey Brothers & Co., Inc. 1950 Veengas Doroteo Rev 0210 J The Pacific Telephone and Telegraph Co. 1945 Rev Alfonso Domlrnguez McCutcheon & Bragonier 219 SANTA FE AVE E Year Uses 1956 Latin Am Meth Ch 1950 Latin Am Meth Ch 1945 Mexican Meth Mission 223 SANTA FE AVE E Source Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Year Uses Source 1960 WILLIAMS LNDRY Luskey Brothers & Co., 5652379-5 Page 104 FINDINGS 227 SANTA FE AVE E Year Uses 1956 a Giron J ALam 5 074 E Holguin E LLam 1950 Holguin E L a 2 Giron J A 2391 J 1945 Encarnaclon Holguin 232 SANTA FE AVE E Year Uses 1960 B A RING 235 SANTA FE AVE E Year Uses 1960 S HARVARD AV INTS N U ART NEON SIGN 1956 22300 Standard Oil of Cal: Lam Co industrial trucks Lam Yeats Appliance Dolly Mfg 1950 Co industrial trucks Yeats Appliance Dolly Mfg 1945 AT W Yeats dolly mfr SANTA FE AVE W 113 SANTA FE AVE W Year Uses 1965 n RONEL MANUFACTURING VACANT 1960 RONEL MFG CO 1956 Vacant 1945 L E Carlson Turn 13j AA W Backman auto repr 115 SANTA FE AVE W Year 1965 1960 1956 1945 Uses VACANT ALEXS POOL HALL Lusar Alex billiards Lam Alex Lusar Pool Room Source Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source Luskey Brothers & Co., Source Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. McCutcheon & Bragonier Source CO Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. McCutcheon & Bragonier McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. McCutcheon & Bragonier 5652379-5 Page 105 FINDINGS 116 SANTA FE AVE W Year Uses 1945 Sunlite Fruit Juices whse 117 SANTA FE AVE W Year Uses 1965 DANIELS GARAGE 1960 GAITHER & BOGAR DUS DIE SHOP 1956 Service Rfg Co whse 1945 Vacant 119 SANTA FE AVE W Year Uses 1965 ELLINGSON MACHINE TOOL 1960 ELLINGSON MACH TOOL & DIE 1956 Ellingson T C mach Lam 1945 E W Davis Inc paint dept 124 SANTA FE AVE W Year Uses 1945 a Gibbs Lumber Co 125 SANTA FE AVE W Year Uses 1965 SERVICE ROOFING COHPANY 1960 SERV ROOFING CO SERV ROOFING CO 1956 Service Roofing Co Lam 1945 4 Service Roofing Co 129 SANTA FE AVE W Year Uses 1945 Ful Co Op Orange Assn whse 130 SANTA FE AVE W Year Uses 1965 PARAMOUNT CITRUS OHOLLY PAK INC 1956 Golden Citrus Juice Inc Lam 1945 AFullerton Walnut Pkg Co Source McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. McCutcheon & Bragonier Source McCutcheon & Bragonier Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. McCutcheon & Bragonier Source McCutcheon & Bragonier Source Ross Publications, Inc., Ross Publications, Inc., Luskey Brothers & Co., Inc. McCutcheon & Bragonier 5652379-5 Page 106 FINDINGS 131 SANTA FE AVE W Year 1965 1960 1956 1945 Uses DP ELDRIDGE D P ELDRIDGE Eldridge D P D P Eldridge 135 SANTA FE AVE W Year Uses 1960 R L MARTIN S MALDEN AV INTS D L LUPPRELL 1956 Clever S E 1945 A 0 Burgess 137 SANTA FE AVE W Year Uses 1945 Walter Cullen 139 SANTA FE AVE W Year Uses 1945 Mrs Marguerite Glennie SE COMMONWEALTH AVE 110 SE COMMONWEALTH AVE Year Uses 1980 Soco Dr 236 Soco Dr Wilsons Real Estate Year Uses 2010 JOHNSON EARL A III 250 Soco Dr Year 2014 2010 Uses SYAGE INC SYAGE INC Source Ross Publications, Inc., Luskey Brothers & Co., Luskey Brothers & Co., Inc. McCutcheon & Bragonier Source Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Luskey Brothers & Co., Inc. McCutcheon & Bragonier Source McCutcheon & Bragonier Source McCutcheon & Bragonier Source Pacific Telephone Source EDR Digital Archive Source EDR Digital Archive EDR Digital Archive 5652379-5 Page 107 FINDINGS 252 Soco Dr Year Uses Source 2010 SAND SEAHORSE EDR Digital Archive 276 Soco Dr Year Uses Source 2010 CWNH INC EDR Digital Archive CNU ENGINEERING SERVICES INC EDR Digital Archive SEOHAN USA INC EDR Digital Archive LIU ANNIE Y EDR Digital Archive CREED CONSULTING INC EDR Digital Archive 280 Soco Dr Year Uses Source 2010 MERLEE VENTURES LLC EDR Digital Archive 286 Soco Dr Year Uses Source 2014 SOCO MUSIC EDR Digital Archive 2010 SOCO MUSIC EDR Digital Archive Village Ct 177 Village Ct Year Uses 2014 REBAR MANAGEMENT 2010 REBAR MANAGEMENT 180 Village Ct Year Uses 2010 TIFFANY CLONTZ INDEPENDANT CON W COMMONWEALTH AVE Source EDR Digital Archive EDR Digital Archive Source EDR Digital Archive 101 W COMMONWEALTH AVE Year Uses Source 1980 Fullerton Pacific Telephone 1955 Andrews Bros of Calif The Pacific Telephone and Telegraph Co. 1950 Andrews Bros of Calif fruit packrs The Pacific Telephone and Telegraph Co. 5652379-5 Page 108 FINDINGS 103 W COMMONWEALTH AVE Year Uses 1950 Pieffei A P rl est Fullerton Peiffer A P rl est 105 W COMMONWEALTH AVE Year 1980 1950 Uses Morris Barber Shop Johnsons Elec Ofc Johnsons Beauty Shop 1946 Morris Barber & Beauty Shop 1941 Keiths Barber & Beauty Shop 106 W COMMONWEALTH AVE Year Uses 1941 Crooke Frank A ins 107 W COMMONWEALTH AVE Year Uses 1955 Putnams Geo Luggage Shop 1950 Lombard Norman rl est Ustick H L acct 1941 Ustick H L rl est 109 W COMMONWEALTH AVE Year Uses 1950 Finseth Jewlrs 1946 Stewart Dress Shop 111 W COMMONWEALTH AVE Year 1950 1946 Uses La Bleu Beauty Salon La Bleu Beauty Salon 112 W COMMONWEALTH AVE Year Uses 1995 Marble Products Of Fullerton 1991 Marble Products Of Fullerton Neiman Jewelry Mfg Co Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Bell 5652379-5 Page 109 FINDINGS Year Uses Source 1991 Master Jewelers Neoman Jewelry Hg Co Pacific Bell 1986 Neiman acwelry Mfg Co Pacific Bell Master Jewelers Neiman Jewelry Mfg Co Pacific Bell Marble Products Of Fullerton Pacific Bell 1980 Neiman Marcus Co Newport Beach Pacific Telephone Neiman Jewelry Mfg Co Pacific Telephone European Furniture Pacific Telephone 1966 REX NOVELTY Pacific Telephone Signs by Mack Pacific Telephone 1955 Pac Sales Inc The Pacific Telephone and Telegraph Co. ROBINSON DALE JEWELERS The Pacific Telephone and Telegraph Co. 1946 Crooke Frank A ins Southern California Telephone Co. Stuckey D C Rev r Southern California Telephone Co. 1941 Sphinx Chair Glide Co Southern California Telephone Co. 113 W COMMONWEALTH AVE Year Uses 1955 Thrifty Drug Stores Co Inc 1946 P & M Hdwe Source The Pacific Telephone and Telegraph Co. Southern California Telephone Co. 114 W COMMONWEALTH AVE Year Uses Source 1995 Commonwealth Jewelry & Loan Pacific Bell 1991 Commonwealth Jewelry & Loan Pacific Bell 1986 Commonwealth Jewelry & Loan Pacific Bell 1980 Commonwealth Jewelry & Loan Pacific Telephone 1975 TRADER JOHN Luskey Brothers & Co., Inc. A 1 USED FURNITURE & APPLIANCES Luskey Brothers & Co., Inc. & ANTIQUES 1970 Trader John General Telephone Co., of California A 1 NEW & USED FURNITURE & APPL General Telephone Co., of California 1955 Eimers Shoe Store The Pacific Telephone and Telegraph Co. 1950 Economy Shoe Store The Pacific Telephone and Telegraph Co. 1941 Economy Shoe Store Southern California Telephone Co. 115 W COMMONWEALTH AVE Year Uses 1955 Collins Sam L & Sam E attys Caruthers L King atty CALVO PAUL survyr Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. 5652379-5 Page 110 FINDINGS Year Uses 1946 Hotel Fullerton Fullerton Yellow Cab Fullerton Hotel 1941 Hotel Fullerton 116 W COMMONWEALTH AVE Year Uses 1980 Independent Insurance Agents Assoc Of Orange Co SPARKS & SHAW INSURANCE ASSOCIATES Glenn Shaw 1975 Fullerton Agency SPARKS & SHAW INS ASSOCIATES 1966 Sader M H pub acct Sparks & Shaw Ins Associates Westates Business Sery 1955 Lake Aubrey Lorton Norris J ins LAKE AUBREY rl est Lake Aubrey rl est LORTON NORRIS J ins Schumacher Kenneth Lake Aubrey rl est Bruce Clyde A Lake Aubrey rl est Lake Aubrey Lorton Norris J ins 1950 Jewett Bros bldg contrs Jewett Development Co Inc bldg contr Lake Aubrey rl est Lorton Norris J ins 1946 Jewett Bros bldg contrs 1941 Lake Aubrey ri est 117 W COMMONWEALTH AVE Year Uses 1995 Fullerton Club Med Accomodatlon Fullerton Hardware 1991 Fullerton FULLERTON HARDWARE 1986 Fulerton FULLE RTON HARDW ARE Source Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Telephone Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell Pacific Bell 5652379-5 Page 111 FINDINGS Year Uses 1980 Choc Thrift Shop 1970 Fullerton SEARS 1966 ALLSTATE INSURANCE COMPANIES Fullerton SEARS ROEBUCK RETAIL STORES Complete Department Stores Fullerton 1955 Fullerton Fullerton Telephone Catalogue Orders 118 W COMMONWEALTH AVE Year Uses 1995 BOEGES SPORTING GOODS 1991 BOEGES SPORTING GOODS 1980 BOE GES S PORTIN IG GOODS Boeges Sporting Goods 1975 BOEGES SPORTING GOODS 1970 Dorotheas Beauty Salon 1955 Fullerton Bowl 1950 Fullerton Bowl 1946 Fullerton Bowling Center 1941 Fullerton Bowling Center 129 W COMMONWEALTH AVE Year Uses 1991 Browns Jewelry Palace W SANTA FE 113 W SANTA FE Year Uses 1966 Fli Cor Mfg 1941 Backman Auto Repair Shop 115 W SANTA FE Year Uses 1966 Progresso Barra Source Pacific Telephone General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Source Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. General Telephone Co., of California The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Bell Source Pacific Telephone Southern California Telephone Co. Source Pacific Telephone 5652379-5 Page 112 FINDINGS 118 W SANTA FE Year Uses Source 1966 BONVIEW METALS & SALVAGE Pacific Telephone 119 W SANTA FE Year Uses Source 1966 Ellingson Machine Tool and Die Pacific Telephone 125 W SANTA FE Year Uses Source 1966 SERVICE ROOFING CO Pacific Telephone SERVICE ROOFING CO Pacific Telephone Warden Roofing Co Pacific Telephone 130 W SANTA FE Year Uses Source 1966 Holly Pak Inc Pacific Telephone 131 W SANTA FE Year Uses Source 1966 Eldridge David P Pacific Telephone W SANTA FE AVE 113 W SANTA FE AVE Year Uses 1995 COMMONWEALTH UPHOLSTERY 1991 COMMONWEALTH UPHOLSTERY Mag Tim 1986 COMMON W E ALTH UPHOLS TE RY 1946 Backman A W garage Carlson Leonard 115 W SANTA FE AVE Source Pacific Bell Pacific Bell Pacific Bell Pacific Bell Southern California Telephone Co. Southern California Telephone Co. Year Uses Source 1986 El Tanampa Bar Pacific Bell 1980 El Tenampa Bar Juan Ybara Pacific Telephone 1975 El Tenampa bar Luskey Brothers & Co., Inc. Tenampo bar Luskey Brothers & Co., Inc. 1955 Lusai Billiards The Pacific Telephone and Telegraph Co. 1950 Lusar Billiards The Pacific Telephone and Telegraph Co. 5652379-5 Page 113 FINDINGS Year Uses 1922 Mc Cready M Mrs fur rms 116 W SANTA FE AVE Year Uses 1941 Calif Citrus Food Products Ltd 117 W SANTA FE AVE Year Uses 1975 JAHN R C CO electrcl contr 1970 JAHN RC CO electrcicontr 1955 PARSONS MFG CO 1950 Fullerton Mattress & Upholstery 1946 Johnnys Mattress Factory 1922 Buckeye Garage G and M Auto Repr shop 118 W SANTA FE AVE Year Uses 1950 Fullerton Fullerton 1946 Soft Water Sery 119 W SANTA FE AVE Year Uses 1995 Ellingson Inc 1991 Ellingson Inc 1986 Ellingson Inc 1980 EUNGSONINC Ellingson Inc Thomas Ellingson President 1975 Othmer Peter W Miracle Grip Inc Ellingson Kellered Molds Inc 1955 Ellingson Mach Shop 1950 Paint & Body Shop Ellingson Mach Shop 1922 Buick Repair Shop 124 W SANTA FE AVE Year Uses 1941 Gibbs Lumbr Co Source Kaasen Directory Co. Source Southern California Telephone Co. Source Luskey Brothers & Co., Inc. General Telephone Co., of California The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Kaasen Directory Co. Kaasen Directory Co. Source The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Source Pacific Bell Pacific Bell Pacific Bell Pacific Telephone Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Kaasen Directory Co. Source Southern California Telephone Co. 5652379-5 Page 114 FINDINGS Year Uses 1922 Gibbs Lumber Co 125 W SANTA FE AVE Year Uses 1986 Sports Horizon 1980 Sports Horizon 1975 Warden Roofing Co Ofc Service Sales Co PO Box 2277 @Orange@ 1970 Warden Roofing Co Ofc Warden Hugh W Service Roofing Co SERVICE ROOFING CO SERVICE ROOFING CO 1966 Warden Hugh W Service Roofing Co Ofc 1955 Ofc SERVICE ROOFING CO SERVICE ROOFING CO 1950 Service Roofing Co Service Roofing Co 1941 Service Roofing Co Service Roofing Co W SANTA FE AVPL 126 W SANTA FE AVPL Year Uses 1980 Torres Jeronimo L W WALNUT AVE 100 W WALNUT AVE Year Uses 1995 Linen Liners 110 W WALNUT AVE Year Uses 1925 Kisner & Coleman mach Source Kaasen Directory Co. Source Pacific Bell Pacific Telephone Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. Luskey Brothers & Co., Inc. General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California General Telephone Co., of California Pacific Telephone Pacific Telephone The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. The Pacific Telephone and Telegraph Co. Southern California Telephone Co. Southern California Telephone Co. Source Pacific Telephone Source Pacific Bell Source Western Directory Co. 5652379-5 Page 115 FINDINGS 112 W WALNUT AVE Year Uses Source 1995 Benchmark Custom Woodworks Pacific Bell 1925 Consolidated Ice & Cold Storage Co Western Directory Co. 114 W WALNUT AVE Year Uses Source 1986 Linen Liners Pacific Bell GLC General Pacific Bell FRE E MANS CUS TOM FRAMIN G Pacific Bell 1975 Slivkoff Distributing Co Luskey Brothers & Co., Inc. 1950 Placentia Pioneer Valencia Growers Assn The Pacific Telephone and Telegraph Co. 1946 Placentia Pioneer Valencia Growers Assn Southern California Telephone Co. 116 W WALNUT AVE Year Uses Source 1966 Murray Ohio Mfg Co Pacific Telephone SUN GLASS PRODUCTS OF CALIF Pacific Telephone Musick Carl P mfrs rep Pacific Telephone 1950 Idso Otto Fullerton Cooperative Orange The Pacific Telephone and Telegraph Co. Assn Fullerton Cooperative Orange Assn The Pacific Telephone and Telegraph Co. 1941 MO D Pure Gold Orange Assn Southern California Telephone Co. 118 W WALNUT AVE Year Uses Source 1925 Osborne Fruit & Veg Co 120 W WALNUT AVE Year Uses Source 1995 Plastafab Company Pacific Bell 125 W WALNUT AVE Year Uses Source 1925 Fullerton Mutual Orange Association WALNUT WAY W Western Directory Co. Western Directory Co. 123 WALNUT WAY W Year Uses Source 1965 EL SPIRES Ross Publications, Inc., 5652379-5 Page 116 FINDINGS 204 WALNUT WAY W Year Uses Source 1965 TEECE PATTERN & MFP CO Ross Publications, Inc., 210 WALNUT WAY W Year Uses Source 1965 p IC MANUFACTURING CO Ross Publications, Inc., 5652379-5 Page 117 FINDINGS ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE The following Adjoining Property addresses were researched for this report, and the addresses were not identified in research source. Address Researched Address Not Identified in Research Source 100 COMMONWEALTH AVE W 100 E COMMONWEALTH AVE 100 N HARBOR BLVD 100 N POMONA AVE 100 POMONA AVE N 100 S HARBOR BLVD 100 S POMONA AVE 100 W WALNUT AVE 101 COMMONWEALTH AVE W 101 E COMMONWEALTH AVE 101 N HARBOR BLVD 101 N POMONA AVE 101 S HARBOR BLVD 101 S POMONAAVE 101 W COMMONWEALTH AVE 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 102 COMMONWEALTH AVE E 102 E COMMONWEALTH AVE 102 N HARBOR BLVD 102 N POMONA AVE 102 POMONA AVE N 103 COMMONWEALTH AVE W 103 S HARBOR BLVD 103 S POMONA AVE 103 W COMMONWEALTH AVE 104 COMMONWEALTH AVE E 104 COMMONWEALTH AVE W 104 E COMMONWEALTH AVE 104 N HARBOR BLVD 104 N POMONA AVE 104 POMONA AVE N 104 S POMONA AVE 105 COMMONWEALTH AVE E 105 COMMONWEALTH AVE W Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 105 E COMMONWEALTH AVE 105 E SANTA FE AVE 105 N HARBOR BLVD 105 N POMONA AVE 105 POMONA AVE N 105 S HARBOR BLVD 105 S POMONA AVE 105 W COMMONWEALTH AVE 106 COMMONWEALTH AVE E 106 E COMMONWEALTH AVE 106 N HARBOR BLVD 106 N POMONA AVE 106 POMONA AVE N 106 S HARBOR BLVD 106 S POMONA AVE 106 W COMMONWEALTH AVE 107 COMMONWEALTH AVE E 107 COMMONWEALTH AVE W Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 107 E COMMONWEALTH AVE 107 N HARBOR BLVD 107 N POMONA AVE 107 POMONA AVE N 107 S HARBOR BLVD 107 S POMONA AVE 107 W COMMONWEALTH AVE 108 COMMONWEALTH AVE E 108 COMMONWEALTH AVE W 108 E COMMONWEALTH AVE 108 N HARBOR BLVD 108 N POMONA AVE 108 POMONA AVE N 108 S POMONA AVE 109 COMMONWEALTH AVE E 109 COMMONWEALTH AVE W 109 E COMMONWEALTH AVE 109 E SANTA FE 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1975, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 109 E SANTA FE AVE 109 E WALNUT AVE 109 N HARBOR BLVD 109 S HARBOR BLVD 109 SANTA FE AVE E 109 W COMMONWEALTH AVE 110 COMMONWEALTH AVE W 110 E SANTA FE 110 E SANTA FE AVE 110 E Santa Fe Ave 110 E Walnut Ave 110 E WALNUT AVE 110 N HARBOR BLVD 110 N POMONA AVE 110 POMONA AVE N 110 S HARBOR BLVD 110 S POMONA AVE 110 SE COMMONWEALTH AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 110 W WALNUT AVE 111 COMMONWEALTH AVE E 111 COMMONWEALTH AVE W 111 E COMMONWEALTH AVE 111 N HARBOR BLVD 111 POMONA AVE S 111 S HARBOR BLVD 111 S POMONA AVE 111 W COMMONWEALTH AVE 112 COMMONWEALTH AVE E 112 COMMONWEALTH AVE W 112 E COMMONWEALTH AVE 112 E SANTA FE AVE 112 E WALNUT AVE 112 E Walnut Ave 112 E WALNUT WAY 112 N HARBOR BLVD 112 POMONA AVE N 112 S POMONAAVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 112 W COMMONWEALTH AVE 112 W WALNUT AVE 113 COMMONWEALTH AVE E 113 COMMONWEALTH AVE W 113 E COMMONWEALTH 113 E COMMONWEALTH AVE 113 E SANTA FE AVE 113 N HARBOR BLVD 113 N POMONA AVE 113 POMONA AVE N 113 POMONAAVE S 113 S HARBOR BLVD 113 S POMONA AVE 113 SANTA FE AVE E 113 SANTA FE AVE W 113 W COMMONWEALTH AVE 113 W SANTA FE 113 W SANTA FE AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 114 COMMONWEALTH AVE E 114 COMMONWEALTH AVE W 114 E COMMONWEALTH 114 E COMMONWEALTH AVE 114 N HARBOR BLVD 114 N POMONA AVE 114 POMONA AVE N 114 POMONA AVE S 114 S HARBOR BLVD 114 S POMONAAVE 114 W COMMONWEALTH AVE 114 W WALNUT AVE 115 COMMONWEALTH AVE E 115 COMMONWEALTH AVE W 115 E COMMONWEALTH AVE 115 E SANTA FE AVE 115 N HARBOR BLVD 115 N POMONA AVE 115 POMONA AVE N Address Not Ide ntified in Research Source 2014, 2010, 2005, 1970, 1966, 1961, 2014, 2010, 2005, 1970, 1966, 1961, 1920 2014, 2010, 2005, 1970, 1965, 1961, 1926, 1925, 1922, 2014, 2010, 2005, 1970, 1966, 1965, 1921, 1920 2014, 2010, 2005, 1950, 1946, 1945, 2014, 2010, 2005, 1945, 1941, 1936, 2014, 2010, 2005, 1970, 1966, 1961, 1921, 1920 2014, 2010, 2005, 1970, 1966, 1961, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1921,1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1930, 1926, 1925, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 115 S HARBOR BLVD 115 S POMONAAVE 115 SANTA FE AVE E 115 SANTA FE AVE W 115 W COMMONWEALTH AVE 115 W SANTA FE 115 W SANTA FE AVE 116 COMMONWEALTH AVE E 116 COMMONWEALTH AVE W 116 E SANTA FE AVE 116 E WALNUT AVE 116 N HARBOR BLVD 116 N POMONA AVE 116 POMONA AVE N 116 POMONA AVE S 116 S HARBOR BLVD 116 S POMONA AVE 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 116 SANTA FE AVE W 116 W COMMONWEALTH AVE 116 W SANTA FE AVE 116 W WALNUT AVE 117 COMMONWEALTH AVE 117 COMMONWEALTH AVE E 117 COMMONWEALTH AVE W 117 E COMMONWEALTH AVE 117 E SANTA FE AVE 117 N HARBOR 117 N HARBOR BLVD 117 N POMONA AVE 117 POMONAAVE S 117 S HARBOR BLVD 117 S POMONAAVE 117 SANTA FE AVE E 117 SANTA FE AVE W 117 W COMMONWEALTH AVE 117 W SANTA FE AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1975, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 118 COMMONWEALTH AVE E 118 COMMONWEALTH AVE W 118 E COMMONWEALTH AVE 118 S POMONA AVE 118 W COMMONWEALTH AVE 118 W SANTA FE 118 W SANTA FE AVE 118 W WALNUT AVE 119 COMMONWEALTH AVE E 119 E COMMONWEALTH AVE 119 N POMONA AVE 119 S HARBOR BLVD 119 SANTA FE AVE W 119 W SANTA FE 119 W SANTA FE AVE 120 COMMONWEALTH AVE E 120 E COMMONWEALTH AVE 120 N HARBOR BLVD 120 N POMONA AVE Address Not Identified in Research Source 2014, 2010, 2005, 1970, 1966, 1961, 2014, 2010, 2005, 1970, 1966, 1961, 1920 2014, 2010, 2005, 1965, 1961, 1960, 2014, 2010, 2005, 1970, 1966, 1965, 1921, 1920 2014, 2010, 2005, 1956, 1952, 1945, 2014, 2010, 2005, 1970, 1965, 1961, 1926, 1925, 1922, 2014, 2010, 2005, 1970, 1966, 1965, 1925, 1922, 1921, 2014, 2010, 2005, 1970, 1966, 1965, 1930, 1926, 1922, 2014, 2010, 2005, 1970, 1966, 1961, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1970, 1966, 1921, 1920 1975, 1971, 1926, 1925, 2002, 2001, 1997, 1992, 1986, 1971, 1966, 1965, 1961, 1960, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1921,1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1921,1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 120 POMONA AVE N 120 S POMONA AVE 120 W WALNUT AVE 121 COMMONWEALTH AVE E 121 E COMMONWEALTH AVE 121 E SANTA FE AVE 121 N HARBOR BLVD 121 S POMONA AVE 121 SANTA FE AVE E 122 COMMONWEALTH AVE E 122 E COMMONWEALTH AVE 122 N HARBOR BLVD 122 N POMONA AVE 122 POMONA AVE S 122 S POMONA AVE 123 COMMONWEALTH AVE E 123 E COMMONWEALTH AVE 123 E SANTA FE AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1975, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 123 N HARBOR BLVD 123 POMONA AVE S 123 S HARBOR BLVD 123 S POMONA AVE 123 WALNUT WAY W 124 COMMONWEALTH AVE E 124 E COMMONWEALTH AVE 124 E Santa Fe Ave 124 S POMONA AVE 124 SANTA FE AVE W 124 W SANTA FE AVE 125 COMMONWEALTH AVE E 125 COMMONWEALTH AVE W 125 E COMMONWEALTH AVE 125 POMONA AVE N 125 S POMONA AVE 125 SANTA FE AVE W 125 W SANTA FE 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2010, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 125 W SANTA FE AVE 125 W WALNUT AVE 126 E WALNUT AVE 126 S POMONA AVE 126 W SANTA FE AVPL 127 COMMONWEALTH AVE E 127 COMMONWEALTH AVE W 127 E SANTA FE 127 E SANTA FE AVE 127 S POMONA AVE 127 SANTA FE AVE E 128 E WALNUT AVE 128 N POMONA AVE 128 POMONA AVE N 128 S POMONA AVE 129 COMMONWEALTH AVE E 129 COMMONWEALTH AVE W 129 E COMMONWEALTH AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1971, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 129 S POMONA AVE 129 SANTA FE AVE W 129 W COMMONWEALTH AVE 130 COMMONWEALTH AVE E 130 E COMMONWEALTH AVE 130 N POMONA AVE 130 POMONA AVE N 130 S POMONA AVE 130 SANTA FE AVE W 130 W SANTA FE 131 E COMMONWEALTH AVE 131 S POMONA AVE 131 SANTA FE AVE W 131 W SANTA FE 132 E WALNUT AVE 132 S POMONA AVE 133 COMMONWEALTH AVE E 133 E COMMONWEALTH AVE 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 133 E WALNUT AVE 133 S POMONA AVE 134 E WALNUT AVE 134 S POMONA AVE 135 N POMONA AVE 135 POMONA AVE N 135 S HARBOR BLVD 135 S POMONA AVE 135 SANTA FE AVE W 136 E COMMONWEALTH AVE 136 E SANTA FE AVE 136 E Santa Fe Ave 136 S POMONA AVE 137 E COMMONWEALTH AVE 137 S POMONA AVE 137 SANTA FE AVE W 138 COMMONWEALTH AVE E 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 138 E COMMONWEALTH AVE 138 S POMONA AVE 139 COMMONWEALTH AVE E 139 E COMMONWEALTH AVE 139 S POMONA AVE 139 SANTA FE AVE W 140 COMMONWEALTH AVE E 140 E COMMONWEALTH AVE 140 E WALNUT AVE 140 N POMONA AVE 141 E COMMONWEALTH AVE 141 S POMONA AVE 142 COMMONWEALTH AVE E 143 COMMONWEALTH AVE E 143 E COMMONWEALTH AVE 143 S POMONA AVE 144 COMMONWEALTH AVE E 144 E WALNUT AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 144 N HARBOR BLVD 145 COMMONWEALTH AVE E 145 E COMMONWEALTH AVE 145 S POMONA AVE 146 E WALNUT AVE 146 S POMONA AVE 149 N HARBOR BLVD 150 E SANTA FE AVE 150 S HARBOR BLVD 150 S POMONA AVE 151 E COMMONWEALTH AVE 151 S POMONA AVE 161 S POMONA AVE 171 E COMMONWEALTH AVE 177 Village Ct 180 Village Ct 181 E Commonwealth Ave Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 181 E COMMONWEALTH AVE 182 E COMMONWEALTH AVE 196 S POMONA AVE 198 S POMONA AVE 200 POMONA AVE S 200 S POMONA AVE 200 SANTA FE AVE E 201 COMMONWEALTH AVE E 201 E COMMONWEALTH AVE 201 POMONA AVE S 201 S HARBOR BLVD 201 S POMONAAVE 202 COMMONWEALTH AVE E 202 E COMMONWEALTH AVE 202 E Commonwealth Ave 203 COMMONWEALTH AVE E 203 E WALNUT AVE 203 S HARBOR BLVD Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 203 S POMONA AVE 204 S POMONA AVE 204 WALNUT WAY W 205E SANTA FE AVE 205 S POMONA AVE 205 SANTA FE AVE E 206 E COMMONWEALTH AVE 206 S POMONA AVE 207 E WALNUT AVE 207 S POMONA AVE 208 COMMONWEALTH AVE E 208 E SANTA FE AVE 208 S POMONA AVE 209 COMMONWEALTH AVE E 209 E COMMONWEALTH AVE 209 E SANTA FE AVE 209 S POMONA AVE 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 209 SANTA FE AVE E 210 E SANTA FE 210 E SANTA FE AVE 210 S POMONAAVE 210 SANTA FE AVE E 210 WALNUT WAY W 211 S POMONA AVE 212 COMMONWEALTH AVE E 212 E COMMONWEALTH AVE 212 E Commonwealth Ave 212 E WALNUT AVE 212 S POMONAAVE 213 COMMONWEALTH AVE E 213 E COMMONWEALTH AVE 214 E WALNUT AVE 214 S POMONA AVE 215 COMMONWEALTH AVE E 215 E COMMONWEALTH AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1970, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 215 E Commonwealth Ave 215 E SANTA FE 215 E SANTA FE AVE 215 S POMONAAVE 215 SANTA FE AVE E 216 COMMONWEALTH AVE E 216 E COMMONWEALTH AVE 216 E Commonwealth Ave 216 E WALNUT AVE 216 S POMONAAVE 217 E SANTA FE AVE 217 S POMONA AVE 217 SANTA FE AVE E 218 COMMONWEALTH AVE E 218 E COMMONWEALTH AVE 218 E Commonwealth Ave 218 E WALNUT AVE 218 S POMONAAVE Address Not Identified in Research Source 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 219 COMMONWEALTH AVE E 219 E COMMONWEALTH AVE 219 E Commonwealth Ave 219 E SANTA FE 219 E SANTA FE AVE 219 S POMONA AVE 219 SANTA FE AVE E 220 COMMONWEALTH AVE E 220 E COMMONWEALTH AVE 220 E COMONN WEALTH AVE 220 S HARBOR BLVD 220 S POMONA AVE 221 E SANTA FE 221 E SANTA FE AVE 221 S POMONAAVE 222 S POMONA AVE 223 COMMONWEALTH AVE E 223 E COMMONWEALTH AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 223 E SANTA FE 223 E SANTA FE AVE 223 S POMONA AVE 223 SANTA FE AVE E 224 COMMONWEALTH AVE E 224 E COMMONWEALTH AVE 224 E Commonwealth Ave 224 E WALNUT AVE 224 S POMONA AVE 225 COMMONWEALTH AVE E 225 E COMMONWEALTH AVE 225 E SANTA FE AVE 225 E Santa Fe Ave 226 E WALNUT AVE 226 S POMONA AVE 227 E SANTA FE 227 E SANTA FE AVE 227 S POMONA AVE Address Not Identified in Research Source 2014, 2010, 2005, 1970, 1965, 1961, 1926, 1925, 1922, 2014, 2010, 2005, 1960, 1956, 1955, 1921, 1920 2014, 2010, 2005, 1970, 1966, 1965, 1925, 1922, 1921, 2014, 2010, 2005, 1970, 1966, 1965, 1926, 1925, 1922, 2014, 2010, 2005, 1970, 1966, 1961, 2014, 2010, 2005, 1970, 1966, 1965, 1922, 1921, 1920 2005, 2002, 2001, 1965, 1961, 1960, 1925, 1922, 1921, 2014, 2010, 2005, 1970, 1966, 1965, 1930, 1926, 1925, 2014, 2010, 2005, 1966, 1965, 1961, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1921,1920 2002, 2001, 1997, 1995, 1992, 1991, 1971, 1966, 1965, 1961, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1961, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1921,1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1921,1920 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1975, 1971, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1986, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 227 SANTA FE AVE E 228 COMMONWEALTH AVE E 228 E COMMONWEALTH AVE 228 E WALNUT AVE 228 S POMONA AVE 229 COMMONWEALTH AVE E 229 E Commonwealth Ave 229 E SANTA FE AVE 229 S POMONA AVE 231 E SANTA FE AVE 231 S POMONA AVE 232 COMMONWEALTH AVE E 232 S POMONA AVE 232 SANTA FE AVE E 233 COMMONWEALTH AVE E 233 E COMMONWEALTH AVE 233 E Commonwealth Ave 233 S POMONA AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1986, 1971, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 234 COMMONWEALTH AVE E 234 E COMMONWEALTH AVE 234 E Commonwealth Ave 234 S POMONA AVE 235 E COMMONWEALTH AVE 235 E SANTA FE 235E SANTA FE AVE 235 S POMONA AVE 235 SANTA FE AVE E 236 COMMONWEALTH AVE E 236 E WALNUT AVE 236 S POMONA AVE 236 Soco Dr 237 COMMONWEALTH AVE E 237 E SANTA FE AVE 237 E WALNUT AVE 239 S POMONA AVE 240 E WALNUT AVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 FINDINGS Address Researched 240 S POMONA AVE 241 COMMONWEALTH AVE E 241 E COMMONWEALTH 241 E COMMONWEALTH AVE 241 S POMONAAVE 242 COMMONWEALTH AVE 242 COMMONWEALTH AVE E 242 E Commonwealth Ave 242 E COMMONWEALTH AVE 244 COMMONWEALTH AVE E 244 E COMMONWEALTH AVE 244 S POMONA AVE 245 S POMONA AVE 246 COMMONWEALTH AVE E 250 E Santa Fe Ave 250 Soco Dr 251 E SANTA FE AVE 251 S POMONAAVE Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 252 Soco Dr 275 E Walnut Way 276 Soco Dr 280 Soco Dr 286 Soco Dr 300 S HARBOR BLVD 300 S POMONA AVE 301 S HARBOR BLVD 302 District Ct 303 Market Ct 303 POMONA AVE S 303 S POMONA AVE 304 S HARBOR BLVD 305 S HARBOR BLVD 307 S POMONA AVE 309 Market Ct 310 District Ct Address Not Identified in Research Source 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched 310 S HARBOR BLVD 311 S POMONA AVE 312 S POMONA AVE 313 POMONA AVE S 313 S POMONAAVE 314 S POMONA AVE 315 S HARBOR BLVD 316 S HARBOR BLVD 319 S POMONAAVE 320 S HARBOR BLVD 321 Market Ct 323 S POMONA AVE 325 Depot Ct 325 S POMONA AVE 326 Continental Ct 326 Depot Ct 329 Continental Ct Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1961, 1955, 1952, 1946, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 329 Gateway Ct 329 S POMONA AVE 330 Gateway Ct 330 S POMONA AVE 333 S POMONA AVE 336 District Ct 336 S POMONA AVE 337 S POMONA AVE 341 S POMONAAVE 342 S POMONA AVE 344 S POMONA AVE 346 S POMONA AVE 350 District Ct 351 Market Ct 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2014, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source. Address Researched 120 E Santa Fe Avenue Address Not Identified in Research Source 2014, 2010, 2005, 2002, 2001, 1997, 1992, 1991, 1986, 1971, 1965, 1961, 1952, 1946, 1936, 1930, 1926, 1925, 1922, 1921, 1920 • FEMA Flood Map • User Questionnaire Terradyne Project No. L194003 NOTES TO USERS pasuweem..L,...1.mgtw NA.. Flow vna lF1 partnern t nom.* .melefy m arcs sager] M ewslq w1.ulaty Oman ml • common!, reposeoM sera O ra 09m 0334 Cr common!,4 �a mm uaea orformaq, en more detailed Aftertriaion en are. where Bare F»w 413000 1 prn...1lla.. en a3edl Al Plonk. 1•,e � Data a Myrar ary n M.. elealalo., atoned an. Insurance am Foil report to aspen'= aEf Yee on the FIRM amts. mama.tteolftlAfel Meta.. Therm BF. are mt.. Me 1MM opuses and d should reM oe usw• .• as 11. men moon rv» AM. •1nao1dl1l0 enact elev.. data preterrAd h. PIS OonN00on AAA 1M FIRM ICY pnrywes e ton Yhun:Wpl-trimee,v..n2 Base Fond EMradens shown on M map apply a1y Ia.S..d of lAntmon Md. Dien of O MA. Ma Beers of . 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Meenen IS ism AleOar trae eenodooeuevrandynm Woo. pro n i. o..yasei.n determore flood meant awed. n As*. for:Wm. • WP SCALE fa = SOW FF1- O PANEL 01314 FIRM FLOOD INSURANCE RATE OR ONCE COUNTY, C1 IFORNIA 1511 111 ONPORATED AREAS PANEL 131 OF 539 3EE MAP POE% FOR FIFM PANEL LA elleeel Makal f,nergeamt.4na«ne.t Terradyne Engineering, Inc. Phase I ESA — USER Questionnaire Phase I Environmental Site Assessment - USER Questionnaire The following questionnaire is provided by Terradyne Engineering, Inc. (Terradyne) in order to complete a Phase I Environmental Site Assessment (Phase I ESA) of the referenced "Subject Property" identified below. This questionnaire has been provided to the USER {client and assigns) for completion of the Phase 1 ESA report in general accordance with the ASTM International Standard E1527.13. In the event that this questionnaire is not completed by the USER, it will be documented in the Phase I ESA report. Subject Property Description: Site Name: Fullerton Transportation Center- New ground up hotel and parking garage Site Address:120 E Santa Fe Avenue (Southwest areas of E. Santa Fe Ave & Lemon St) City: Fullerton, Orange County State: CA APN would be 033-030-17/033-030-18 User/User Representative Information: USER Company Name: Name of the Person Completing this Questionnaire on behalf of the USER: Affiliation of Person Completing this Questionnaire with the USER; Address of Person Completing this Questionnaire: Phone Number and/or Email of Person Completing this Questionnaire: Signature of Person Completing this Questionnaire: Date of Completion of this Questionnaire: Zip Code: 92832 CAA4Pulluktu 1d_A-ata e c1V Atli -AN -fa JVW1-1/0 e_tok,vv__ . t3 Lvk.uvkivr. &-1n- v',. A-33- kiN WukiVti fx_ Olcki 4-ut4A-wk, ci IAA Directions: Please answer all of the following questions to the best of your knowledge and in good faith. Mark the column corresponding to the appropriate response. Additional details necessary to explain any yes or unknown responses should be provided in the "Comments" column or attached to this document as necessary, Note that "UK"indicates 'Unknown". Teradyne Proposal No.: LP 19E502 Questionnaire sent on Ma\ 20.2019 Page 1 of 3 QUESTION RESPONSE COMMENTS Y N UK 1 is the USER aware of any pending, threatened or past litigation relative to hazardous substances or other environmental concerns in, on or related to the Subject Property? f I 2 Is the USER aware of any pending, threatened or past administrative proceedings relative to hazardous substances or other environmental concerns in, on or related to the Subject Property? i---.--. 3 Is the USER aware of any notices from government agencies regarding violations or citations pertinent to environmental laws or possible relation to hazardous substances or petroleum products regarding the Subject Property? 4 is the USER aware of any environmental related leans against the Subject Property? , y 1�1a\-1$90tc IA \-00,),_ 4 74 rb 5 Is the USER aware of any activity or use limitations, such as engineering controls, land use restrictions, or institutional controls that are in place at the Subject Property andlor that have been tiled under a regulatory registry? -____...---- 6 Does the USER of this ESA have any specialized knowledge or experience related to the Subject Property or nearby sites pertaining to the environmental quality of the Subject Property or nearby sites? I)� cu - -s-• /'\ rc-- p99 ^ ,` ,� S\�' a �eS-� � �"�7 . y _ it + k {-libvk l'�jnl\4 ' L1�7Y' T To the best knowledge of the USER, does the purchase price reasonably reflect the fair market value (FMV) of the Subject Property? 1_.7 7A If the fMV is lower than the purchase price, is the USER aware of any environmental issues such as contamination, litigation, or land use restrictions that have impacted the FMV of the Subject Property? rf f 8 Is the USER aware of any past uses of the Subject Property that may have adversely impacted the environmental conditions? �3 d- p i' k9...A r" l� Sl k f 9 is the USER aware of any specific current or past bulk chemical or hazardous material storage on the Subject Property that may have adversely impacted the environmental conditions? Gklik- �ti, -'r zo 0 1 ,aV " C '- _ v-,�cAKA- "3y- btr\:_ (0-4-u- 10 Is the USER aware of any spills or releases of chemicals or hazardous materials on the Subject Property? �N' ,y j'k , i11_ce 1 11 Is the USER aware of environmental cleanuplremediation or investigations on the Subject Property? 12 is the USER aware of any issues that indicate a potential for environmental concerns at the Subject Property? --y Teradyne Proposal No.: LP19E502 Questionnaire sent on _ _ Ma 20.2019 Page 2 of 3 The following documentation should be attached to this completed questionnaire as available: V kAIIP)t• 19i :e6u/kWk-tV Environmental site assessment reports (.fie„ Phase I, Phase II, tank testing results, radon, lead paint, or asbestos testing, etc.) Environmental compliance audit reports; risk assessments; and recorded Activity and Use Limitations (AULs) Environmental permits (i.e., solid waste disposal, hazardous waste disposal, wastewater, NPDES, underground injection, etc.) Registrations for underground storage tanks (USTs) and aboveground storage tanks (ASTs) Registrations for underground injection systems Material safety data sheets Community right -to -know plan Safety plans; preparedness and prevention plans; spill prevention, countermeasure, and control plans, etc Reports regarding hydrogeological or geotechnical conditions on the property and surrounding area Notices/correspondence from any agency relating to past/current violations of environmental laws, or liens encumbering the property Hazardous waste generator notices or reports Other: 12,1W ck-OU:10b1)--, '-tf ."12.t.bild\iL4c* ot Futt6Nim uluvuL L 'I U - Thank you for your time in completing this questionnaire. Feel free to contact us with any questions or comments. i%2J1"dud Teradyne Proposal No.; LP19E502 Questionnaire sent on MaA 20. 2019 Page 3 of 3 Terradyne Project No. L194003 Appendix F Phase II Environmental Site Assessment Engineers, Geologists 6 Environmental Scientists PHASE II ENVIRONMENTAL SITE CHARACTERIZATION REPORT Fullerton Transportation Center 120-240 E Santa Fe Ave Fullerton, Orange County, CA 92832 Prepared For: PLUMP ENGINEERING, INC, 914 E. Katella Avenue Anaheim, CA 92805 Phone: 714-385-1835 Ext.209 Cell: 714-852-9991 Fax: 714-385-1834 Email: rfrei@peica.com www.peica.com Prepared By: TERRADYNE, ENGINEERING, INC. 2691 Dow Ave, Suite F Tustin, CA 92780 Terradyne Project No. L194004 December 4, 2019 Terradyne Engineering, Inc. 2691 Dow A venue, Suite F, Tustin, CA 92780 Office: 657-212-5800 • Wehsite: www.terradyne.com December 4, 2019 PLUMP ENGINEERING, INC, 914 E. Katella Avenue Anaheim, CA 92805 Phone: 714-385-1835 Ext.209 Cell: 714-852-9991 Fax: 714-385-1834 Email: rfrei@peica.com www.peica.com Attn: Mr. Richard Frei Director of Surveying / Business Development TC-7►?/?,11►@YA/C Engineers, 6eo?ogists a Environmental Scientists Terradyne Engineering, Inc. 2691 Dow Avenue, Suite F Tustin, C4 92780 Office: 657-212-5800 www.terradyne.com Subject: PHASE II ENVIRONMENTAL SITE CHARACTERIZATION REPORT Fullerton Transportation Center - New ground up hotel and parking garage at: 120-240 E Santa Fe Avenue (APN 033-030-14/17/18 ) Fullerton, Orange County, CA 92832 Terradyne Project No.: L194003 Dear Mr. Frei, Terradyne Engineering, Inc. (Terradyne) is pleased to submit the attached report that summarizes the activities and the results of a Phase II Environmental Site Characterization Study (Phase II ESA) that was conducted at the referenced site (Property). The subsurface investigation was performed on site Tuesday November 19. We do not believe that any further action is required. We appreciate the opportunity to be of service. Should you have any questions or comments regarding this report, please contact the undersigned at 657-212.5800. Respectfully Submitted, TERRADYNE ENGINEERING, INC. Kurt C. A. Brown, PE (FL) Branch Manager Distribution: Addressee PDF fieotechnica! Engineering • Environmental Engineering • Construction Material Testing • Civil Site Design Table of Contents 1.0 INTRODUCTION 2.0 BACKGROUND 3.0 SITE GEOLOGY 4.0 PRE FIELD ACTIVITIES 5.0 SAMPLING ACTIVITIES 6.0 LABORATORY RESULTS 7.0 CONCLUSION AND ECOMMENDATION 8.0 DEVIATIONS AND LIMITATIONS 9.0 ADDITIONAL NON SCOPE SERVICES 10.0 SIGNATURE PAGE 11.0 SELECTED REFERENCES Terradyne Project No. L194004 2 APPENDICES APPENDIX A • City of Fullerton Drilling Access Permit APPENDIX B • Soil Boring Location Map APPENDIX C • Soil Boring Logs APPENDIX D • Laboratory Chain of Custody Form APPENDIX E • Laboratory Results Terradyne Project No. L194004 3 1.0 Introduction Terradyne Engineering Inc. was retained by Plump Engineering Inc. to perform a limited Phase II Environmental Study in accordance with an upcoming development project on the site. The property is currently used as a parking area for people travelling or commuting from the Metrolink/AMTRAK station at the southwestern side of the parcel. It has been used as such since approximately 2002. The site is located at 120-240 E. Santa Fe Ave in Fullerton, CA. It is bordered on the north by Santa Fe Ave. The east side of the property is bordered by an automotive repair shop (Terry's Automotive). The property is bordered to the south by BNSF railroad right of way and tracking the Fullerton Railroad Museum, and the Fullerton Train Station and annex. To the west of the property there is a restaurant (Old Spaghetti Factory) and a parking area for the restaurant. The area of the parcel slated for development is almost three acres. The parcel number of the site is (033-030-14/17/18) and the GPS coordinated are 33.8693 N and 117.9208 W. The site is located at an elevation of 163 feet above sea level. Depth to groundwater is approximately 65 feet bgs. The subject property is primarily flat with paved asphalt for vehicle parking. There is a cul de sac from Pomona Ave. that roughly splits the parcel and provides entry into the parking areas and exit onto Santa Fe Ave. There is also a drop off are for people riding the train. The westernmost portion of the property contains a bus stop with a roundabout for the busses to return to Santa Fe Ave. This report is for the sole benefit and exclusive use of Plump Engineering. Its preparation has been in accordance with generally accepted environmental practices. No other warranty, either expressed or implied, is made. This report should not be regarded as a guarantee that no further contamination beyond that which could be detected within the scope of this study is present at the Property. The conclusions and recommendations presented in this report are based on the agreed upon scope of work. Terradyne makes no warranties or guarantees as to the accuracy or completeness of information provided or compiled by others. It is possible that information exists beyond the scope of this study It is not possible to absolutely confirm that no hazardous materials and/or substances exist at the Property. If none are identified as part of a limited scope of work, such a conclusion should not be construed as a guaranteed absence of such materials, but merely the results of the evaluation. Also, events may occur after the environmental study, which may result in contamination of the Property. Additional information, which was not found or available to Terradyne at the time of report preparation, Terradyne Project No. L194004 4 may result in a modification of the conclusions and recommendations presented. Any reliance on this report by Third Parties shall be at the Third Party's sole risk. 2.0 Background Terradyne Engineering Inc. performed a Phase I Environmental Site Assessment on the property in August 2019. The purpose was to identify and recognized environmental conditions (RECs), and past used of the property. During the Phase I Environmental Assessment, it was discovered that site formerly contained a waste oil tank and an underground storage tank that was used to store gasoline. The gasoline tank had leaked and remediation was performed by removing the contaminated soil. The site was considered closed (no further action needed) in 1997. Due to the fact that the site as been in use for industrial activities for almost 100 years, it was proposed to perform a limited Phase II Environmental Study near the Railroad Museum and the former loading dock area of the railroad station to determine if the subsurface area had been impacted. 3.0 Site Geology Geologic data obtained from previous environmental investigations conducted at the adjacent property by Wayne Perry, Inc. (WPI) indicate that the FTC Development Area is generally underlain with layers of sandy silt, clayey silt, silty clay, fine- to medium - grained silty sand, and sand (WPI, 2004). A discontinuous (Geraghty & Miller, 1992) or continuous (Chester, 1993) clay of variable thickness is encountered between 66 and 75 feet below ground surface (bgs) in this area. Geraghty & Miller reported that perched groundwater beneath the adjacent property is separated from the regional aquifer by a 60 - foot thick, relatively impervious, unsaturated zone between 69 and 129 feet bgs (Geraghty & Miller, 1992). It has also been reported that the shallow groundwater beneath the adjacent site is separated from the regional aquifer by a laterally continuous aquiclude (Geraghty & Miller, 1994). However, further studies by Chester Environmental (Chester) conclude that this aquiclude contains several layers of sandy soil (Chester, 1993). Groundwater was encountered during drilling operations conducted in the northeastern area of the property. The depth to groundwater is approximately 63-65 feet below ground surface. Based on related information, the encountered groundwater appears to have been a perched water table with the main water table substantially deeper (i.e. >100') Terradyne Project No. L194004 5 The subject site is in Zone X (Area of minimal flood hazard). A Letter of Map Revision (LOMR) is FEMA's modification to an effective Flood Insurance Rate Map (FIRM), or Flood Boundary and Floodway Map (FBFM), or both. Because a LOMR officially revises the effective NFIP map, it is a public record that the community must maintain. The flood map for the selected area is number 06059C0131J, effective on 12/03/2009. 4.0 Pre -Field Activities The following pre -field activities were conducted prior to the soil boring field work. Terradyne Engineering Inc. contacted Dig Alert ten days before drilling operations were to commence in order to obtain utility clearance in the proposed soil boring locations. The Dig Alert Ticket number is B1930880539. The participating utility companies marked the locations of any buried infrastructure. It was determined that the boring locations were clear of underground obstacles. In addition, permits were obtained from the City of Fullerton for right of way access and soil boring. The permit number is ENG-2019-0480. The representative for the city is Mr. Danny Perez from Public Works. A copy of the permit is enclosed in Appendix A. 5.0 Sampling Activities On November 19, 2019, Kehoe Testing and Engineering, under the supervision of a qualified representative of Terradyne, performed two soil borings on the property using a hydraulic direct push rig (Geoprobe 7800). A map of the soil boring locations is included in Appendix B. The first boring was located near the Fullerton Railroad Museum and was drilled to a depth of 40 feet. Samples were taken every 5 feet. The second soil boring was located near the former loading dock for the train station and was drilled to a depth of 30 feet. Samples were taken every 5 feet as well. Each soil boring was characterized for lithology and the data was entered on to soil boring logs (Appendix C). In addition soil samples were screened on site using a PID (Photo Ionization Detector) to monitor the soil vapor for the presence of hydrocarbons. Hydrocarbons vapors were not discovered in any significant amount during the PID screening process. A total of 14 soil samples were collected during the drilling operations. The samples were transported to Chemtek Environmental Laboratories in Santa Fe Springs, CA using standard chain of custody procedures. The chain of custody form is located in Appendix Terradyne Project No. L194004 6 D Using the PID screening as a guide, 8 samples were analyzed for full VOCs using Method 8260B. In addition, 2 sampled were analyzed for total petroleum hydrocarbons (TPH) using Method 8015M. There are 6 additional samples that were placed on hold with the laboratory that can also be analyzed if conditions warrant this. Based on the laboratory results shown below, we do not believe that additional analysis will be required. 6.0 Laboratory Results One sample from each boring was analyzed for Total Petroleum Hydrocarbons using Method 8015B. The samples were both taken from 10 ft. bgs. Both samples resulted in a non -detect reading with a detection limit of 0.2 ppm. The remaining 8 samples were analyzed for total VOCs using method 8260B. All of the samples showed up non detect except for one sample (B1 @10 feet). Tetrachloroethene (PCE) was detected at 3 ppb (parts per billion). We believe this to be an anomaly as there were no other samples that were detected any of the 70 other VOCs tested for during the laboratory analysis. The complete laboratory analysis is shown in Appendix ? 7.0 Conclusions and Recommendations Terradyne has performed a Phase II Environmental Site Characterization Study in general conformance with the scope and limitations of ASTM Practice E1527-13. Any exceptions to or deletions from this practice are described in the Limitations and Exceptions of Assessment section of this report. Terradyne recommends that no further action is required. The results from the soil testing show that there are no environmental issues that were caused by railroad operations at the site, which was the purpose of this study. Terradyne Project No. L194004 7 8.0 Deviations and Limitations There were no deviations, deletions or limitations from the ASTM standard practice during this Phase II study. 9.0 Additional Non -Scope Services There are environmental issues outside the scope of the ASTM E1527-13 that can be assessed in connection with a commercial real estate transaction. These are dealt with as non -scope considerations since they do not typically present a Superfund Liability. The specific level of inquiry (if any) is defined in the Proposal which contains a Scope of Work. These non -scope services are very client specific and not covered by the ASTM standard. They are frequently related to the business environmental risk which is defined in the standard as "risk which can have a material environmental or environmentally -driven impact on the business associated with the current or planned use of a parcel of commercial real estate" Terradyne Project No. L194004 8 10.0 Signature of Environmental Professional I declare that, to the best of our professional knowledge and belief, I meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312. I have the specific qualifications based on education, training and experience to assess a property of the nature, history, and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standard and practices set forth in 40 CFR Part 312. John L. Dentzer Environmental Professional Senior Engineer Terradyne Project No. L194004 9 11.0 Selected References Environmental Data Resources., Inc. (EDR), Inquiry Number: 5652379.2s May 14, 2019 Target Property Address: 120 E Santa Fe Avenue Fullerton, CA 92832 Phase I Envirorunental Site Assessment (ESA) by Kennedy /Jenks Consultants dated July 24, 2009, KJJ Project No. 0783022 Department of Toxicology Johnson, Julie@DTSC Julie.Johnson@dtsc.ca.gov City of Fullerton - Egli, Ryan@CalRecycle Ryan.Egli@calrecycle.ca.gov Ramona Castaneda ramonac@,ci.fullerton.ca.us County of Orange noreply@salesforce.com on behalf of myOC eServices Email noreply-myocescrvices@ocgov.com Wed 5/15/2019 3:51 PM County of Orange, Service Request Tracking Information, Service Request Case Number: OC19-019978 The service request case number can be used to track the status on myOC eServices (https://myoceservices. ocgov. com) Environmental Protection Agency (EPA) Final Disposition, Request EPA -HQ -2019-005879 foia hq(a11epa.gov Cal Recycle Egli, Ryan@CalRecycle Ryan.Egli@,calrecycle.ca.gov California Department of Fish and Wildlife South Coast — Region 5 Wildlife Ask R5 AskR5(c wildlife.ca.gov Wed 5/15/2019 3:37 PM Regional EPA office for assistance http://www2.epa.gov/aboutepa/forms/contact-epa pacific -southwest, California Environmental Protection Agency (CalEPA) https://calepa.ca.gov/ State Water Resources Control Board, Storm Water Section Division of Water Quality WB-RB8-FileReview8 FileReview8@waterboards.ca.gov stormwater@waterboards.ca.gov 1-866-563-3107 State of California Water Board GEOTRACKER http://geotracker.waterboards.ca.gov/map California Geological Survey (CGS) https://maps.conservation.ca.gov/egs/EQZApp/app Google Earth Pro , 2019, Version 7.3.1.4507. Terradyne Project No. L194004 10 Terradyne Project No. L194004 CITY OF FULLERTON ENGINEERING DEPARTMENT GENERAL ENGINEERING SERVICES DIVISION PUBLIC R/W EXCAVATION, CONSTRUCTION, & ENCROACHMENT APPLICATION AND PERMIT Permit No. ENG-2019-0480 Applicant Kurt Brown, Terradyne Address 2691 Dow AVE, Ste F Contractor Address City Tustin City Phone (714) 604-8387 State CA ZIP 92780 Phone State ZIP Address/Location of Work 120 E SANTA FE AVE Description of Work Occupy City Right -of -Way to bore (2) locations for environmental soil investigation to maximum 40 foot depth. Must notify train station's conductors office a minimum of 7 day in advance. Post for temporary no parking a minimum of 48 hours in advance. Traffic control per W.A.T.C.H Manual. Wk Hrs: 8:30 am - 3:30pm. Coordinate inspection with Pete Acosta 714-738-6871, Plan/File No. Starting Date 11/14/2019 Project File No. FEES Permit Issuance -2020 PW Permit Inspection, fixed -2404 PW Permit Plan Check -2010 ACCOUNT NO 's $52.00 GL -10322-4280 GL -10324-4260 $252.00 $70.00 GL -10322-4260 Total $374.00 TIC (2020) (2404) (2010) By Date NOISIAIQ ON1833NloN3 .N3I1VaVd3Q SAi1ONt Dll8lld NOIZ311(J AO A1ED 610? 8I AON a ird PERMIT VOID UNLESS WORK COMPLETED BY 11109/2020 For identification number, call UNDERGROUND SERVICE ALERT (Note I below) Inquiry Identification number. Note: Permit is not valid until this number is obtained. THE UNDERSIGNED PERMI I I EE/APPLICANT HEREBY CERTIFIES AND AGREES: 1. UNDERGROUND SERVICE ALERT AT 1-800-227-2600 shall be notified at least 2 working days in advance of any excavation and an Underground Service Alert Inquiry Identification Number shall be obtained from Underground Service Alert. CONTACTING U.S.A DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR LOCATING OR PROTECTING EXISTING UTILITIES. 2. A new permit shall be required in the event work is not completed prior to the expiration date. The City Engineer may extend the time limit of the permit due to excusable conditions. 3. The applicant shall make all arrangements and be responsible for the moving and protection of poles, hydrants, meters, trees, and othersurface and subsurface facilities that interfere with the work under this permit. 4. The applicant hereby guarantees all materials utilized and all work performed under this permit for a period of one year from the date of acceptance. Failures will be corrected within two weeks after notifications, to the satisfaction of the City Engineer. 5. Failure to comply with the terms and conditions hereon shall be grounds for cancellation of permit and rejection of all work. 6. I have read this application and all statements hereon are correct and complete. I agrees.: .erform all work in accordance with the Standard Specifications for Public Works Construction on fie in the office of the City En.'• d with all applicable city ordinances and codes. I / 11 fCpplica Signature D e I HAVE READ AND UNDERSTAND ALL OF THE ABOVE: PHONE INFORMATION Location of Utilities: City of Fullerton (Days) City of Fullerton (Nights) City of Fullerton (Police) City of Fullerton (Fire) 811 (Dig Alert) 738-6845 738-8697 738-6700 736-6122 APPLICANT SHALL CONTACT THE CITY INSPECTOR: AT LEAST 24 HOURS PRIOR TO ANY WORK THIS PERMIT WITH APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES. DATE INSPECTION RECORD REMARKS CERTIFICATE OF INSPECTION: I hereby certify that all the work allowed by this permit has been constructed according to the plans and specifications. By Inspector's Signature Date APPLICANT FOR ARTERIAL STREETS Contractor shall be limited to closing a maximum of one lane at a time between 8:30 a.m. and 3:30 p.m. on arterial streets with the exception being on Harbor Boulevard from Berkeley Avenue south to 91 Freeway which shall be between 8:30 a.m. and 11:30 a.m. and from 1:30 p.m. and 3:30 p.m. All lanes shall be open at all other times. A lighted solar panel arrow board is required before any lane may be closed. Lane closures shall be in accordance with the W.A.T.C.H. Manual and as shown on a City approved traffic control plan. A $2,000 cash bond shall be posted to guarantee compliance with the hours set forth above and/or to pay for any clean-up or repair that the City finds necessary to have done due to the contractor's inattention or failure to correct the problem in a timely manner. Deduction for repair and/or clean-up shall be in the cost of the work plus the City's overhead. Failure of the contractor to adhere to the lane closure limitations above will result in the City deducting from the contractor's deposit an assessment of $250.00 for every 15 minutes or a portion thereof for said non-compliance. Open cut trench crossing on an arterial street is prohibited. Installation of all underground utilities shall be bored unless authorized otherwise in writing by the City Engineer. In the event written authorization is granted, contractor shall repave the street per City of Fullerton Standard Plan No. 312 or 313; method to be determined by the City. Failure of the contractor to adhere to these conditions may result in the forfeiture of the contractor's cash bond. HOLD HARMLESS The Applicant agrees to defend, indemnify, and hold harmless the CITY OF FULLERTON, its officers, agents, employees, and volunteers from all loss, cost, and expense arising out of any liability of claim of liability for personal injury, bodily injury to persons, contractual liability and damage to property sustained or claimed to have been sustained arising out of activities of the Applicant or those of any of its officers, agents, or employees, whether such act is authorized by this Agreement or not; and the Applicant shall pay for any and all damage to the property of the CITY OF FULLERTON, or loss of theft of such property, done or caused by such persons. The CITY OF FULLERTON assumes no responsibility whatsoever for any property placed on the premises. The Applicant further agrees to waive all rights of subrogation against the CITY OF FULLERTON. The provisions of this Article do not apply to any damage or loss caused solely by the negligence of the CITY OF FULLERTON or any of its agents or employees. (l e ,�� 19 Da REFUNDABLE CASH DEPOSIT To receive a refund of the cash deposit paid on this permit, you must request a final inspection and return your copy of the signed -off permit to the Engineering Department counter. Applicant Date D 73 73 CD CI X co Terradyne Project No. L194004 Legend: B-1 Boring No. Approximate Boring Location Phase II Environmental Site Characterization Report Fullerton Transportation Center 120-240 E Santa Fe Fullerton, Orange County, CA 92832 Terradyne LAX, Inc. Approximate Boring Location Map (Google Earth Pro®) Terradyne Project No: L194004 Terradyne Project No. L194004 Project No.l. 1_g00-> Project of ,..41p Address: /2aa 'jo Date: itt,./.7-1. LOG OF EXPLORATORY BORING ic,, op,ri, 1ln e, cl' 7 - co pY1afC- E d iv -refers Oey,.m d Fnrro^we»kal SeeM.e[s Boring No: Boring Location: b, _r 4n a^ s/ t J 't,< '-;, -_ Groundwater. ii6c.. Drill Type_ 67--(r,75-Qf 5 - Q €- �' Sample Type o ® ;: I 3 a -. . > U O v a) pfi/ o ca Ural! 2, "Ping Tuk>e Samp1* r-7 Elk m Standard Split Static Water L� SartMple LLB Spoon Sample Table (.-iii DESCRIPTION , 0— 75 _ _ 7 J if /1/ i . 0 - 1 0 0 0 - J •a1W ' Cart! - rz)� F ter, rl 41/4; rig v - Lip C 4-0 c.3 i" r.` _-- ,-- - -c--- 47- &I:A/1 (--717) ....)act # `._ eta _a --- /10 Cent. next page TerradyneLAX, Inc. Plate of Project No. f Project: Add ress: - ��r��L�- Date: I_ 3 LOG OF EXPLORATORY BORING 7/1003 ,'fro /" -- - - ---_ �.� �1�= Boring Baring Groundwater: Drill Type No: Locatlan: --1Oyh/C ass J &mansard l _ /03 knRsls ar= — 711C:IZR+ ,+ Evmsr. r " -fi il i''- dsd+N ± Depth in Feet I --Q. V' Sample Type TkeWall E3 2.5" Frog Sample Bulk MStandard Spilt E7 Static Water Sample I U Spoon. Sample = Table ID 'a m Moisture Content, % Dry Density, pcf % Heave -a z,' �J Pi �t� F to o ' tl Undisturbed Bulk SOIL DESCRIPTION - _ 1 tto & .- - Cant. next page . TerradyneLAX, Inc. Plate of Project Project: Address: No. r eft-royi 5'1t?0) LOG OF EXPLORATORY BORING _ 7rC12Iri.[3YArC Boring No_a Boring Loation=fi Groundwatgr: a/ Drill Type ^-D f(O e p al j r atop CQr er 40 fi a.. p-• Date:j(_ � -. L 7Z -00 — Depth in Feet a 1- u' Sample Type Thin Wall 2.5" Ring Tube sample 71/. Bulk standard Spa t7 static Water I•'.1 Sample spoon Sampl T Table o m Moisture Content, °I° Dry Density, pot % Heave m a 2 Pig { it m7.j.c m r a Pfr 11)1 Undisturbed Bulk SOlI DESCRIPTION - /0 - 7 ter _ a0- _ - I 1 0 -• „� "- 0 0 1 j )_ . i e-dtu- -- 22 - .fit /t ,'n _ _... - _ Sill c c ? _ _ tf 1 - ,- 0 a - oc ,k q_JC)to Cep 114oL7Fd i-1-0 0 Of— Cont. next page TerradyneLAX, Inc. Plate of Terradyne Project No. L194004 1. CHEMT K Envirornment ai Laboratori es Inc. 13554 Larwin Ci rcle, Santa Fe S.p/fngs, CA 90670 Tel . (562) 924-9848 FAX (562)'126-8321 Email• Cheart ekLabsgi otrnaR. corn CA Dept of Health Accredited. ( HAP No. 1435) & Mobile Lab (ELAP No. 2629) CU$T O 14rORMM OH CHAIN OF CUSTODY RECORD CO MPANY NAM E` !� PROJECT C ONTACT: / A DDRESS 49 PHONE G Lf� Cl /2/11441 1 ]:mail: .'`rte/ 1 ) R f. 4 .a i,Y7 2-1601 PAX: .ROJECTitIFOR AWN,: PROJECT NA ME.. A; "+ / :: P? .s,f+,1 E` ;7s? SITE ADDRESS: /90 p" -/� ;Trek, yr, / 4 401 ^ jP .O. N o. c SAMPLED 13.-7. n EDP ;um Asotrnd lime 2 3 r / O Iy -7,D DATE TIME. SA13Pl:ED 5A!A}'1 ' .Tj'PE? 5c) m r/ 3 '1a / At 24 lu 413 hr Oth er 1-1 REMARKS NO OE Fr etervod• Q Ur C .I co 0 0 14/ U 0 02 0 w c si sir w 0 Job Page: ANALYSIS REQUIRED I icy a "7 Q 9 •-- 30 ID 5, el /r I 11 2 SIGNATURE` PRINT NAME• COMPANY ' NAME DATE TIME RELINQ UISHED BY: RECEIVED BY: RELINQUISHED BY: /A7 Ar SGK -lec it t Jb 0 left RECEIVED FO R LABORATORY SY: NOTE. Samples a re discarded 30 days M ier resells am re porled u nless o ther o rro rogemea ls are made. ')Type: SO -Sea OW-GroundWa ler WW -veo ste Wo k's AO - Aqueo us A -Air AT -Other (1 1/47 /010 Distribution : WHITE with report I YELL OW to CHEMTEY J PINK to courier Terradyne Project No. L194004 environmental laboratories 13554 larwin Cir.. Santa Fs Springs, CA 90670 T 562926.9848 F 562.926.8324 Certificate of Analysis Page 4 QC Analysis Date: 11/20/19 4C Lab ID: 911055-1A Units: ppb Job No: 911055 QUALITY CONTROL DATA EPA METHOD: 8260B{VOC's) ANALYTE 1,1-Dichloroethene ND 25 102.3 106.0 3.6% 30 70-130 Benzene ND 25 128.2 129.6 1.1% 30 70-130 Trichioroethytene ND 25 115.6 122.2 5.6% 30 70-130 Toluene ND 25 121.8 129.6 6.2% 30 70-130 Chlorobenzene ND 25 126.4 129.8 2.7% 30 70-130 BLANK RESULT SPIKE CONC. MS MSD % REC % REC %RPD %REC ACCEPT ACCEPT % RPD LIMITS LIMITS QC Analysis Date: 11/20/19 QC Lab ID: 911055-1A Units: ppm QUALITY CONTROL DATA EPA METHOD: 80159(TPH Gas Range Organics ) ANALYTE BLANK RESULT SPIKE CONC. MS % REC MSD % REC % RPD %RPD %REC ACCEPT ACCEPT LIMITS LIMITS GRO (TPH) ND 0.5 93.5 96.6 3.3% 30 70-130 environmental laboratories 13554 Larwin Cir., Santa Fe Springs, CA 90670 T 562.926.9848 F 562.926.8324 Client: Terradyne Engineering Project Site: Fullerton Trasnporation Center 120 E. Santa Fe Ave Fullerton, CA Certificate of Analysis EPA Method: 8015E units: mg/kg or ppm Page 3 Job No: 911055 Report Date: 11/27/19 Date of Sample: 11/19/19 Date Received: 11/19/19 Sample Matrix: Soil Gas Range Sample ID UNITS (C4 -C12) DF DLR B1-10 B2-10 Method Blank mg/kg mg/kg ND ND ND 1 0.2 1 0.2 1 0.2 Sample Date: Analysis Date: 11/19/19 11/20/19 ND : Not detected at or above DLR DLR: Detection Limit for Reporting Purposes environmental laboratories 13594 Larwin Cir., Santa Fe Springs, CA 90670 T 562.926.9848 F 562.926.8324 Client: Terradyne Engineering Sample Matrix: Soil EPA Method: 8260B Certificate of Analysis Project No. Project Site: Fullerton Trasnporation Center 120 E. Santa Fe Ave Units: ppb or )ig/Kg Job No: 911055 Report Date: 11/27/19 Date of Sample: 11/19/19 Date Received: 11/19/19 Page 2 Client sample ID: B1-10 81.20 Bt -30 81-35 81-44 B2 -10 B2-20 82-30 Detection Dilution Factor: 1 1 1 1 1 1 1 1 Limit (ppb) (ppb) (ppb) (ppb) (ppb) (ppb) (ppb) (ppb) (ppb) Benzene ND ND ND ND ND ND ND ND 1 Bromobenzene ND ND ND ND ND ND ND ND 1 Bromochloromethane ND ND ND ND ND ND ND ND 1 Bromoform ND ND ND ND ND ND ND ND 1 Bromomethane ND ND ND ND ND ND ND ND 1 n-Butyibenzene ND ND ND ND ND ND ND ND 1 sec-Butylbenzene ND ND ND ND ND ND ND ND 1 tert-Butylbenzene ND ND ND ND ND ND ND ND 1 Carbon Tetrachloride ND NO ND ND ND ND ND ND 1 Chlorobenzene ND ND ND ND ND ND ND ND 1 Chloroethane ND ND ND ND ND ND ND ND 1 Chloroform ND ND ND ND ND ND ND ND 1 Chloromethane ND ND ND ND ND ND ND ND 1 2-Chlorotoluene ND ND ND ND ND ND ND ND 1 4-Chlorotoluene ND ND ND ND ND ND ND ND I 2-Chioroethyl vinyl ether ND ND ND ND ND ND ND ND 2 Dibromochloromethane ND ND ND ND ND ND ND ND I 1,2-Dibromo-3-chloropropane ND ND ND ND ND ND ND ND I 1,2-Dibromoethane (EDB) ND ND ND ND ND ND ND ND 1 Dibromomethane ND ND ND ND ND ND ND ND 1 1,2-Dichlorobenzene ND ND ND ND ND ND ND ND 1 1,3-Dichlorobenzene ND ND ND ND ND ND ND ND 1 1,4-Dichlorobenzene ND ND ND ND ND ND ND ND 1 Dlchiorodifluoromethane ND ND ND ND ND ND ND ND 1 1,1-Dlchloroethane ND ND ND ND ND ND ND ND 1 1,2-Dlchloroethene ND ND ND ND ND ND ND ND 1 1,1-Dlchloroethene ND ND ND ND ND ND ND ND 1 cis -1,2 Dlchloroethene ND ND ND ND ND ND ND ND 1 Trans-1,2-Dlchloroethene ND ND ND ND ND ND ND ND 1 1,2-Dichtoropropane ND ND ND ND ND ND ND ND 1 1,3-Dichloropropane ND ND ND ND ND ND ND ND 1 2,2-Dichtoropropane ND ND ND ND ND ND ND ND 1 1,1-Dichtoropropene ND ND ND ND ND ND ND ND 1 Cis-1,3-Dichtoropropene ND ND ND ND ND ND ND ND 1 trans-1,3-Dichtoropropone ND ND ND ND ND ND ND ND 1 Ethylbenzene ND ND ND ND ND ND ND ND 1 Hexachiorobutadiene ND ND ND ND ND ND ND ND 1 Isopropylbenzene ND ND ND ND ND ND ND ND 1 4-Isopropyltoluene ND ND ND ND ND ND ND ND 1 Methylene Chloride ND ND ND ND ND ND ND ND 5 Naphthalene ND ND ND ND ND ND ND ND 1 n-propylbenzene ND ND ND ND ND ND ND ND I Styrene ND ND ND ND ND ND ND ND 1 1,1,1,2-Tetrachloroethane ND ND ND ND ND ND ND ND 1 1,1,2,2-Tetrachloroethane ND ND ND ND ND ND ND ND 1 Tetrachloroethene(PCE) 1 3 1 ND ND ND ND ND 1 Toluene ND ND ND ND ND ND ND ND 1 1,2,3-Tdchlorobenzene ND ND ND ND ND ND ND ND 1 1,2,4-Trlchlorobenzene ND ND ND ND ND ND ND ND 1 1,1,1-Trichloroethane ND ND ND ND ND ND ND ND 1 1,1,2-Trichloroethane ND ND ND ND ND ND ND ND 1 Trichloroethene(TCE) ND ND ND ND ND ND ND ND 1 Trichlorofluoromethane ND ND ND ND ND ND ND ND 1 1,2,3-Trichtoropropane ND ND ND ND ND ND ND ND 1 1,2,4-Trimethytbenzene ND ND ND ND ND ND ND ND 1 1,3,5-Trimethylbenzene ND ND ND ND ND ND ND ND 1 Vinyl Chloride ND ND ND ND ND ND ND ND 1 Total Xylenes ND ND ND ND ND ND ND ND 2 Ethanol ND ND ND ND ND ND ND ND 250 MTBE ND ND ND ND ND ND ND ND I ETBE ND ND ND ND ND ND ND ND 1 DIPE ND ND ND ND ND ND ND ND 1 TAME ND ND ND ND ND ND ND ND 1 TBA ND ND ND ND ND ND ND ND 50 MEK ND ND ND ND ND ND ND ND 10 MIBK ND ND ND ND ND ND ND ND 10 2-Hexanone ND ND ND ND ND ND ND ND 10 Analysis Date: 11/20/19 11/19/19 11/20/19 ###### 11/20/19 11/20/19 11/20/19 11/20/19 ND: Not Detected Below (OF x Detection Limit) OF: Dilution Factor Environmental laboratories ELAP: 1435 LACSD: 10167 13554 Larwin Cir.. Santa Fe Springs, CA 90670 T 562.926.9848 F 562.926.8324 Client: Terradyne Engineering 2691 Dow Ave #F Tustin, CA Attention: Kurt Brown Certificate of Analysis Project No. Project Site: Fullerton Trasnporation Center 120 E. Santa Fe Ave Fullerton, CA Job No: 911055 Report Date: 11/27/19 Date Received: 11/19/19 Number of Samples: 8 Sample Matrix: Soil Page 1 This is the Certificate of Analysis for the following samples: SAMPLE IDENTIFICATION DATE OF SAMPLE LABORATORY IDENTIFICATION B1-10 11/19/19 911055-01A B1-20 11119119 911055-02A B1-30 1 1/19/1 9 911055-03A B1-35 11/19/19 911055-04A B1-40 11/19/19 911055-05A B2-10 11/19/19 911055-06A B2-20 11/19/19 911055-07A B2-30 11/19/19 911055-08A Reviewed and Approved: For Michael C.C. Lu Laboratory Director Appendix G Preliminary Water Quality Management Plan Permit Number(s) City of Fullerton/Santa Ana Region Priority Project Preliminary Water Quality Management Plan (WQMP) Project Name: Fullerton Transportation Center Hotel 150 EAST SANTA FE AVE, FULLERTON, CA 92832 APN:033-030-18 Prepared for: Westpark Investments, LLC 3156 EAST LA PALMA AVENUE ANAHIEM, CA 92806 714-632-8001 Prepared by: Plump Engineering, Inc. 914 E. Katella Ave Anaheim CA 92805 (714)385-1835, troy@peica.com Q FESS10, 4„P TRYEQq tq) it a a NO. 65859 o m EXP.12/31/19. qrF s CIVII Op CAo 04-25-2019 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Project Owner's Certification Planning Application No. (If applicable) .................................................................................................................................. Tract/Parcel Map and Lot(s) No. :..................................................................................................... Fullerton Townsite PM#166-4, 170-19, Lot 12,17,18 Grading Permit No. :........................................................................................................... Building Permit No. Address of Project Site and APN (If no address, specify Tract/Parcel Map and Lot Numbers) 150 East Santa Fe Ave, Fullerton, CA 92832, APN:o33-o3o- IS This Water Quality Management Plan (WQMP) has been prepared for Westpark Investments, LLC by Plump Engineering, Inc.. The WQMP is intended to comply with the requirements of the County of Orange NPDES Stormwater Program requiring the preparation of the plan. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan , including the ongoing operation and maintenance of all best management practices (BMPs), and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the current Orange County Drainage Area Management Plan (DAMP) and the intent of the non -point source NPDES Permit for Waste Discharge Requirements for the County of Orange, Orange County Flood Control District and the incorporated Cities of Orange County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors -in -interest shall bear the aforementioned responsibility to implement and amend the WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity. Owner: CRAIG HOSTERT Title CFO Company Westpark Investments, LLC Address 3156 E. La Palma Avenue, Anaheim, CA 92806 Email CRAIGH@PARKWESTGC.COM Telephone # 714-632-8001 I understand my responsibility to implement the provisions of this WQMP including the ongoing operation and maintenance of the best management practices (BMPs) described herein. Owner Signature Date Westpark Investments, LLC North OC Priority WQMP Owner's Certification Page i Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Preparer (Engineer): Tryfon Tryfonopoulos Title Director of Civil Engineering PE Registration # C65859 Company Plump Engineering, Inc. Address 914 E Katella Avenue, Anaheim, CA 92805 Email troy©pieca.com Telephone # (714) 385-1835 I hereby certify that this Water Quality Management Plan is in compliance with, and meets the requirements set forth in, Order No. R8-2009-0030/NPDES No. CAS618030, of the Santa Ana Regional Water Quality Control Board. Preparer Signature -� Date 04-25-2019 Place Stamp Here it, &,:i ,iELOFESS/pN 4)(i.TRYF, 4 • r� a NO.65859 o EXP.12/31/19 � of cm.vw- m � Westpark Investments, LLC Owner's Certification North OC Priority WQMP Page ii Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Contents Page No. Section I Permit(s) and Water Quality Conditions of Approval or Issuance 1 Section II Project Description 3 Section III Site Description 8 Section IV Best Management Practices (BMPs) 10 Section V Inspection/Maintenance Responsibility for BMPs 24 Section VI BMP Exhibit (Site Plan) 25 Section VII Educational Materials 26 Attachments Attachment A . Educational Materials Attachment B . Educational Materials & BMP Fact Sheets Attachment C . Maps Attachment D. Calculation & Worksheet Attachment E . Soil Report Attachment F . Manufacturer's specification & Documents Westpark Investments, LLC Table of Contents North OC Priority WQMP Page iii Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Section I Permit(s) and Water Quality Conditions of Approval or Issuance Provide discretionary or grading/building permit information and water quality conditions of approval, or permit issuance, applied to the project. If conditions are unknown, please request applicable conditions from staff. Refer to Section 2.1 in the Technical Guidance Document (TGD) available on the OC Planning website (ocplanning.net). Permit/Application No. (If applicable) Address of Project Site (or Tract Map and Lot Number if no address) and APN Project Infomation Grading or Building Permit No. (If applicable) 150 East Santa Fe Ave, Fullerton, CA 92832, APN:033-030-18 Water Quality Conditions of Approval or Issuance applied to No Conditions of Approval at this time. this project. (Please list verbatim.) MI Conceptual WQMP Water Quality Conditions of Approval or Issuance 111IM _ME Westpark Investments, LLC North OC Priority WQMP Section I Page 1 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Watershed -Based Plan Conditions Provide applicable conditions from watershed - based plans including WIHMPs and TMDLS. Ammonia, Copper, Diazinon, Indicator Bacteria, Lead, Toxicity, pH Westpark Investments, LLC Section I North OC Priority WQMP Page 2 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Section II Project Description II.1 Project Description Provide a detailed project description including: • Project areas; • Land uses; • Land cover; • Design elements; • A general description not broken down by drainage management areas (DMAs). Include attributes relevant to determining applicable source controls. Refer to Section 2.2 in the Technical Guidance Document (TGD) for information that must be included in the project description. Description of Proposed Project Development Category (From Model WQMP, Table 7.11-2; or -3): IProject Area (ft2): 103,157 i Project Area Category 8. All significant redevelopment projects, where significant redevelopment is defined as the addition or replacement of 5,000 or more square feet of impervious surface on an already developed site. Redevelopment does not include routine maintenance activities that are conducted to maintain original line and grade, hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety. If the redevelopment results in the addition or replacement of less than 50 percent of the impervious area on -site and the existing development was not subject to WQMP requirement, the numeric sizing criteria discussed in Section 7.II-2.0 only applies to the addition or replacement area. If the addition or replacement accounts for 50 percent or more of the impervious area, the Project WQMP requirements apply to the entire development. Number of Dwelling Units: Pervious Area (acres or sq ft) IPre -Project Conditions IPost -Project Conditions 8,688.44 SF 6,803.88 SF r T T SIC Code: Impervious Percentage Area (acres or sq ft) 9.82 % 79,788.56 SF 7.69'% 81,673.12 SF r Percentage 90.18 % 92.31 % Westpark Investments, LLC Section II North OC Priority WQMP Page 3 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Drainage Patterns/ Connections Existing site currently drains to two locations. Stromwater from the parking lot to the East of the property sheet flows to the curb and gutter on Santa Fe Avenue leading to an existing facility (30 -inch RC Pipe - catch basin). Stromwater from the parking lot on the West side of the property sheet flows to an on -site v -gutter that leads to a catch basin on the property. The catch basin connects to a 24" storm drain pipe that discharges to the curb and gutter on E. Walnut Avenue. Narrative Project Description: (Use as much space as necessary.) The project proposes a new 18,047 SF building (Fullerton Transportation Center Hotel). 45,541 SF of open parking lot, 24,889 SF parking structure, and 2,562 SF outdoor seating area and pool. Landscaping is located along the North and South side of the property. Landscaping is also provided around the proposed parking lot. Westpark Investments, LLC Section II North OC Priority WQMP Page 4 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel II.2 Potential Stormwater Pollutants Determine and list expected stormwater pollutants based on land uses and site activities. Refer to Section 2.2.2 and Table 2.1 in the Technical Guidance Document (TGD) for guidance. Pollutants of Concern Pollutant Check One for each: E=Expected to be of concern N=Not Expected to be of concern Suspended -Solid/ Sediment E ►4 N ❑ Nutrients ....................................................................... Heavy Metals ....................................................................... Pathogens (Bacteria/ Virus) E Z Pesticides Oil and Grease ............................................................................ Toxic Organic Compounds E Z N 0 Trash and Debris E ® N 0 Additional Information and Comments II.3 Hydrologic Conditions of Concern Determine if streams located downstream from the project area are potentially susceptible to hydromodification impacts. Refer to Section 2.2.3.1 in the Technical Guidance Document (TGD) for North Orange County or Section 2.2.3.2 for South Orange County. Westpark Investments, LLC Section II North OC Priority WQMP Page 5 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel ® No - Show map ❑ Yes - Describe applicable hydrologic conditions of concern below. Refer to Section 2.2.3 in the Technical Guidance Document (TGD). Stwceplthdgy Poems Arms or ortWe . Ma enema Surcepelly Channel Type re Egan Weisel can came m Teel Influence ▪ blear wmwx u. elal Water Bogy 0 e o v.e Peseroe Other Lange ▪ men/ere" Channel m Rcbdng Wen Ms/Wore no, on,s meson Saweennen !SITE LOCATION L LEGEND d Gry Boungvee Q OCWD Groundwater Sawn Reece n Boundary Plume Protection Boundaries NMti Ban Groundwater RoMnion Reed I South Bann Groundwater Reecen Project b Toro Manx Base M Tustin Madre Mr Rafe Mg ...rumen Seem. Contommen Area Indmauscortar seed -mew P aro (a ai XVI-2f Section II Westpark Investments, LLC North OC Priority WQMP Page 6 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel II.4 Post Development Drainage Characteristics Describe post development drainage characteristics. Refer to Section 2.2.4 in the Technical Guidance Document (TGD). Stormwater to the East of the property will sheet flow from the parking structure to the landscape areas North of the parking structure. Modular wetlands are provided within the landscape area will filter the stormwater and discharge it to the curb and gutter on E. Santa Fe Avenue. Strom water runoff from the hotel rooftop will drain directly to a modular wetland on the North side of the property. Similarly, the modular wetland will discharge to the curb and gutter on E. Santa Fe Avenue. The stormwater on the West and South side of the proposed hotel will sheet flow from the parking lot to the landscape areas. Modular Wetlands provided within the landscape area will filter the stormwater and discharge it to an existing 24" storm drain pipe. The 24" storm drain pipe will discharge the water under the railroad to the curb and gutter on E Walnut Avenue. Refer to "BMP Exhibit" for DMA areas and BMP locations. II.5 Property Ownership/Management Describe property ownership/management. Refer to Section 2.2.5 in the Technical Guidance Document (TGD). The BMPs identified in the WQMP shall be inspected and maintained as required by the State Permit. The maintenance and inspection responsibilities will be the responsibility of Craig Hostert Refer to Section V for Responsibility/Frequency Matrixes. Contact persons for this project are: Craig Hostert Westpark Invertments, LLC 3156 E. La Palma Avenue, Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com The above -name is responsible for the management of the project and implementation and maintenance of the requirements of the State Permit and WQMP. There is no infrastructure to be transferred to public agencies. Westpark Investments, LLC North OC Priority WQMP Section II Page 7 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Section III Site Description III.1 Physical Setting Fill out table with relevant information. Refer to Section 2.3.1 in the Technical Guidance Document (TGD). Name of Planned Community/Planning SPD SPECIFIC PLAN DISTRICT Area (if applicable) South of Santa Fe Ave between Lemon St and Harbor Blvd Location/Address 150 East Santa Fe Ave, Fullerton, CA 92832 General Plan Land Use Designation Zoning ...................................................................................................................... Acreage of Project Site Predominant Soil Type SPD SPECIFIC PLAN DISTRICT :................................................................................................................................................................................................................................................................................................................ 2.03 :................................................................................................................................................................................................................................................................................................................ Soil Type B per Orange County TDG Infiltration Feasibility Constraint Maps Figure XVI.2a III.2 Site Characteristics Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.2 in the Technical Guidance Document (TGD). Site Characteristics Precipitation Zone Topography 0.90 inch 24hr - 85th Percentile Rainfall per Orange County TGD Rainfall Zones Map Figure.XVI-1 Level/flat with an average sloping of roughly 3%. Landscaping along the North side of the property facing E Santa Fe Ave. Average elevation of 164.16 ft Westpark Investments, LLC North OC Priority WQMP Section I I I Page 8 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Drainage Patterns/ Connections Soil Type, Geology, and Infiltration Properties Hydrogeologic (Groundwater) Conditions Geotechnical Conditions (relevant to infiltration) Off -Site Drainage Utility and Infrastructure Information Existing site currently drains to two locations. Stromwater from the parking lot to the East of the property sheet flows to the curb and gutter on Santa Fe Avenue leading to an existing facility (30 -inch RC Pipe- catch basin). Stromwater from the parking lot on the West side of the property sheet flows to an on -site v -gutter that leads to a catch basin on the property. The catch basin connects to a 24" storm drain pipe that discharges to the curb and gutter on E. Walnut Avenue. Per soils map of the Orange County Hydrology Manual, the site is located within soil group type B. Project is located within a Plume protection boundary (North Basin Groundwater Protection Project). OC TGD Figure XVI.2f Not Applicable. Project is located within a plume protected boundary. (North Basin Groundwater Protection Project). OC TGD Figure XVI.2f No offsite drainage is contributing to the site. Exisiting 24" stromdrain located along S Pomona Avenue. The propsed modular wetlands within that area will tie in directly to the 24" stromdrain. III.3 Watershed Description Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.3 in the Technical Guidance Document (TGD). Receiving Waters 1st Receiving Water - DMA -1,&2 discharge to curb and gutter on Santa Fe Avenue leading to existing facility (30 -inch RC Pipe- catch basin). DMA -3,&4 drains to an existing 24" storm drain on -site. The 24" storm drain discharges to East Walnut Avenue. Water Discharged to East Walnut Avenue leads to an 18 -inch RC Pipe -catch basin. 2nd Receiving Water - O.C.F.C.D Facility (A03) 3rd Receiving Water - L.A.F.C.D Facility (Coyote Creek) 4th Receiving Water - L.A.F.C.D Facility (San Gabriel River) Westpark Investments, LLC Section I I I North OC Priority WQMP Page 9 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel 5th Receiving Water - Pacific Ocean. 303(d) Listed Impairments ...............................................................................................................................................: Applicable TMDLs Pollutants of Concern for the Project :.................................................................................................................................................................................................................................................................................................................................. Water body name: Coyote Creek Listed Impairments: Bacteria Indicators/Pathogens, Nutrients, Pesticides, Toxicity. Ammonia, Copper, Diazinon, Indicator Bacteria, Lead, Toxicity, pH Suspended Solid/Sediments, Heavy Metals, Nutrients, Pathogens (Bacteria/Virus) Pesticides, Oil & Grease, Toxic Organic Compounds, Trash & Debris. Environmentally Sensitive and Special Biological Significant Areas There is no ESA close to the Project site. Westpark Investments, LLC Section I I I North OC Priority WQMP Page 10 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Section IV Best Management Practices (BMPs) IV. 1 Project Performance Criteria Describe project performance criteria. Several steps must be followed in order to determine what performance criteria will apply to a project. These steps include: • If the project has an approved WIHMP or equivalent, then any watershed specific criteria must be used and the project can evaluate participation in the approved regional or sub - regional opportunities. (Please ask your assigned planner or plan checker regarding whether your project is part of an approved WIHMP or equivalent.) • Determine applicable hydromodification control performance criteria. Refer to Section 7.11- 2.4.2.2 of the Model WQMP. • Determine applicable LID performance criteria. Refer to Section 7.11-2.4.3 of the Model WQMP. • Determine applicable treatment control BMP performance criteria. Refer to Section 7.11-3.2.2 of the Model WQMP. • Calculate the LID design storm capture volume for the project. Refer to Section 7.11-2.4.3 of the Model WQMP. (NOC Permit Area only) Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility criteria or if there are opportunities identified for implementing LID on regional or sub -regional basis? YES ❑ NO If yes, describe WIHMP feasibility criteria or regional/ sub -regional LID opportunities. N/A Westpark Investments, LLC Section IV North OC Priority WQMP Page 11 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Project Performance Criteria If HCOC exists, list applicable hydromodification control performance criteria (Section 7.II-2.4.2.2 in MWQMP) List applicable LID performance criteria (Section 7.II-2.4.3 from MWQMP) List applicable treatment control BMP performance criteria (Section 7.II-3.2.2 from MWQMP) Calculate LID design storm capture volume for Project. N/A Flow based BMPs performace criteria: 8o percent average annual capture efficiency per OC TDG section III.3.3 N/A DMA -1 (A = 0.571 acres) Simple Method Runoff Coefficient for Flow -Based BMP Sizing: 1) From Equation ill. : Q = (C x i design x A) 2) imp=1.0 3) C = (0.75x1.0+ 0.15) =0.9 4) A = 0.571ac 5) i design= 0.225 6) Q = 0.9 x 0.225 x 0.571 ac = 0.116 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: 1) From Equation 111.1 : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 Westpark Investments, LLC North OC Priority WQMP Section IV Page 12 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel 4) A = 0.571ac 5) V = 0.9 x 0.90 x 0.571 ac x 43560 x 1/12 = 1679 CF DMA -2 (A = 0.414 acres) Simple Method Runoff Coefficient for Flow -Based BMP Sizing: 1) From Equation 111.3 : Q = (C x i design x A) 2) imp=1.0 3) C = (0.75x1.0+ 0.15) =0.9 4) A = 0.414ac 5) i design= 0.225 6) Q = 0.9 x 0.225 x 0.414 ac = 0.084 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: 1) From Equation 11.1 .1 : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 4) A = 0.414ac 5) V = 0.9 x 0.90 x 0.414 ac x 43560 x 1/12 = 1217 CF DMA -3 (A = 0.353 acres) Simple Method Runoff Coefficient for Flow -Based BMP Sizing: 1) From OC TGD Equation I 1 L.3 : Q = (C x i design x A) 2) imp=0.8055 3) C = (0.75x0.8055+ 0.15) =0.755 4) A = 0.353ac 5) i design= 0.225 6) Q = 0.755 x 0.225 x 0.353 ac = 0.0489 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: 1) From Equation lil."l : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 4) A = 0.353ac 5) V = 0.9 x 0.90 x 0.353 ac x 43560 x 1/12 = 1038 CF DMA -4 (A = 0.692 acres) Simple Method Runoff Coefficient for Flow -Based BMP Sizing: 1) From Equation 111.3: Q = (C x i design x A) 2) imp=0.903 3) C = (0.75x0.903+ 0.15) =0.83 Westpark Investments, LLC Section IV North OC Priority WQMP Page 13 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel 4) A = 0.692ac 5) i design= 0.225 6) Q = 0.83 x 0.225 x 0.692 ac = 0.13 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: 1) From Equation 111.1 : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 4) A = 0.692ac 5) V = 0.9 x 0.90 x 0.692 ac x 43560 x 1/12 = 2035 CF Equation Used Are From The TECHNICAL GUIDANCE DOCUMNET (Appendix III.3) Westpark Investments, LLC Section IV North OC Priority WQMP Page 14 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.2. Site Design and Drainage Describe site design and drainage including • A narrative of site design practices utilized or rationale for not using practices; • A narrative of how site is designed to allow BMPs to be incorporated to the MEP • A table of DMA characteristics and list of LID BMPs proposed in each DMA. • Reference to the WQMP "BMP Exhibit." • Calculation of Design Capture Volume (DCV) for each drainage area. • A listing of GIS coordinates for LID and Treatment Control BMPs. Refer to Section 2.4.2 in the Technical Guidance Document (TGD). Site Design Flow -based BMP (WQDQ) Infiltration was considered infeasible for this project per the Orange County TGD "Infiltration BMP Feasibility Worksheet". The site is located within a plume protection boundary as shown on figure XVI-2,f of the OC TGD. This prohibits the use of infiltration within that area. As a result, proprietary vegetated biotreatment systems (Modular Wetlands) were utilized for this design to treat the on -site stormwater run-off. Hydrologic methods (Simple Method Runoff Coefficient for Flow -Based BMP Sizing) shall be used to calculate the runoff flowrate associated with LID and Water quality design storms. The BMP locations is based on the topography and flow direction for the job site. The location of the BMPs do not conflict with existing utilities on site. Stormwater to the East of the property will sheet flow from the parking structure to the landscape areas North of the parking structure. Modular wetlands are provided within the landscape area will filter the stormwater and discharge it to the curb and gutter on E. Santa Fe Avenue. Strom water runoff from the hotel rooftop will drain directly to a modular wetland on the North side of the property. Similarly, the modular wetland will discharge to the curb and gutter on E. Santa Fe Avenue. The stormwater on the West and South side of the proposed hotel will sheet flow from the parking lot to the landscape areas. Modular Wetlands provided within the landscape area will filter the stormwater and discharge it to an existing 24" storm drain pipe. The 24" storm drain pipe will discharge the water under the railroad to the curb and gutter on E Walnut Avenue. Please see attached BMP Exhibit (Attachment A). BMP Locations: DMA DMA Area (ac) BMP TYPE QTY FLOW BY SITE BMP FLOW CAPACITY DCV GPS LATTIUDE GPS LONGITUDE 1 0.571 Modular Wetland 1 Unit 0.116 CFS 0.144 CFS 1679 CF 33.869231 -117.920812 Westpark Investments, LLC North OC Priority WQMP Section IV Page 15 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel 2 0.414 Modular Wetland 1 Unit 0.084 CFS 0.115 CFS 1217 CF 33.869254 -117.921171 3 0.353 Modular Wetland 1 Unit 0.0489 CFS 0.073 CFS 1038 CF 33.868819 -117.921058 4 0.692 Modular Wetland 1 Unit 0.13 CFS 0.144 CFS 2035 CF 33.869073 H17.922151 IV.3 LID BMP Selection and Project Conformance Analysis Each sub -section below documents that the proposed design features conform to the applicable project performance criteria via check boxes, tables, calculations, narratives, and/or references to worksheets. Refer to Section 2.4.2.3 in the Technical Guidance Document (TGD) for selecting LID BMPs and Section 2.4.3 in the Technical Guidance Document (TGD) for conducting conformance analysis with project performance criteria. IV.3.1 Hydrologic Source Controls (HSCs) If required HSCs are included, fill out applicable check box forms. If the retention criteria are otherwise met with other LID BMPs, include a statement indicating HSCs not required. Name Included? Localized on -lot infiltration ❑ Impervious area dispersion (e.g. roof top disconnection) ❑ Street trees (canopy interception) ❑ Residential rain barrels (not actively managed) ❑ Green roofs/Brown roofs ❑ Blue roofs ❑ Impervious area reduction (e.g. permeable pavers, site design) ❑ Westpark Investments, LLC North OC Priority WQMP Page 16 Section IV Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ Westpark Investments, LLC Section IV North OC Priority WQMP Page 17 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.3.2 Infiltration BMPs ( *Infiltration is not feasible per Infiltration BMP Feasibility Worksheet) Identify infiltration BMPs to be used in project. If design volume cannot be met, state why. Name Included? Bioretention without underdrains ❑ Rain gardens ❑ Porous landscaping ❑ Infiltration planters ❑ Retention swales ❑ Infiltration trenches ❑ Infiltration basins ❑ Drywells ❑ Subsurface infiltration galleries ❑ French drains ❑ Permeable asphalt ❑ Permeable concrete ❑ Permeable concrete payers ❑ Other: ❑ Other: ❑ Show calculations below to demonstrate if the LID Design Strom Capture Volume can be met with infiltration BMPs. If not, document how much can be met with infiltration and document why it is not feasible to meet the full volume with infiltration BMPs. Westpark Investments, LLC Section IV North OC Priority WQMP Page 18 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, describe any evapotranspiration and/or rainwater harvesting BMPs included. Name Included? All HSCs; See Section IV.3.1 ❑ Surface -based infiltration BMPs ❑ Biotreatment BMPs ❑ Above -ground cisterns and basins ❑ Underground detention ❑ Other: ❑ Other: ❑ Other: ❑ Westpark Investments, LLC Section IV North OC Priority WQMP Page 19 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with evapotranspiration and/or rainwater harvesting BMPs in combination with infiltration BMPs. If not, document below how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories. Westpark Investments, LLC Section IV North OC Priority WQMP Page 20 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.3.4 Biotreatment BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, and/or evapotranspiration and rainwater harvesting BMPs, describe biotreatment BMPs included. Include sections for selection, suitability, sizing, and infeasibility, as applicable. Name Included? Bioretention with underdrains ❑ Stormwater planter boxes with underdrains ❑ Rain gardens with underdrains ❑ Constructed wetlands ❑ Vegetated swales ❑ Vegetated filter strips ❑ Proprietary vegetated biotreatment systems .1 Wet extended detention basin ❑ Dry extended detention basins ❑ Other: ❑ Other: ❑ Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with infiltration, evapotranspiration, rainwater harvesting and/or biotreatment BMPs. If not, document how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories. DMA -1 (A = 0.571 acres) Simple Method Runoff Coefficient for Flow -Based BMP Sizing: 1) From Equation I11.3 : Q = (C x i design x A) 2) imp=1.0 3) C = (0.75x1.0+ 0.15) =0.9 4) A = 0.571ac 5) i design= 0.225 6) Q = 0.9 x 0.225 x 0.571 ac = 0.116 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: Westpark Investments, LLC North OC Priority WQMP Section IV Page 21 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel 1) From Equation III."1 : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 4) A = 0.571ac 5) V = 0.9 x 0.90 x 0.571 ac x 43560 x 1/12 = 1679 CF DMA -2 (A = 0.414 acres) Simple Method Runoff Coefficient for Flow -Based BMP Sizing: 1) From Equation 111.3 : Q = (C x i design x A) 2) imp=1.0 3) C = (0.75x1.0+ 0.15) =0.9 4) A = 0.414ac 5) i design= 0.225 6) Q = 0.9 x 0.225 x 0.414 ac = 0.084 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: 1) From Equation 111.1 : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 4) A = 0.414ac 5) V = 0.9 x 0.90 x 0.414 ac x 43560 x 1/12 = 1217 CF DMA -3 (A = 0.353 acres) Simple Method Runoff Coefficient for Flow -Based BMP Sizing: 1) From Equation 111.3 : Q = (C x i design x A) 2) imp=0.8055 3) C = (0.75x0.8055+ 0.15) =0.755 4) A = 0.353ac 5) i design= 0.225 6) Q = 0.755 x 0.225 x 0.353 ac = 0.0489 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: 1) From Equation 111.1 : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 4) A = 0.353ac 5) V = 0.9 x 0.90 x 0.353 ac x 43560 x 1/12 = 1038 CF DMA -4 (A = 0.692 acres) Westpark Investments, LLC North OC Priority WQMP Section IV Page 22 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Simple Method Runoff Coefficient for Flow -Based BMP Sizing: III.3) 1) From Equation I1I.3 : Q = (C x i design x A) 2) imp=0.903 3) C = (0.75x0.903+ 0.15) =0.83 4) A = 0.692ac 5) i design= 0.225 6) Q = 0.83 x 0.225 x 0.692 ac = 0.13 CFS Simple Method Runoff Coefficient for Volume -Based BMP Sizing: 1) From Equation III.1 : V = (C x d x A x 43560 sf/ac x 1/12 in/ft) 2) d=0.90 per rainfall map 3) C =0.9 4) A = 0.692ac 5) V = 0.9 x 0.90 x 0.692 ac x 43560 x 1/12 = 2035 CF Equation Used Are From The TECHNICAL GUIDANCE DOCUMNET (Appendix DMA DMA Area (ac) BMP TYPE QTY FLOW BY SITE BMP FLOW CAPACITY 1 0.571 Modular Wetland 1 Unit o.116 CFS 0.144 CFS 2 0.414 Modular Wetland 1 Unit 0.084 CFS 0.115 CFS 3 0.353 Modular Wetland 1 Unit 0.0489 CFS 0.073 CFS 4 0.692 Modular Wetland 1 Unit 0.13 CFS 0.144 CFS IV.3.5 Hydromodification Control BMPs Describe hydromodification control BMPs. See Section 5 of the Technical Guidance Document (TGD). Include sections for selection, suitability, sizing, and infeasibility, as applicable. Detail compliance with Prior Conditions of Approval (if applicable). Hydromodification Control BMPs BMP Name BMP Description Not Applicable Westpark Investments, LLC North OC Priority WQMP Section IV Page 23 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.3.6 Regional/Sub-Regional LID BMPs Describe regional/sub-regional LID BMPs in which the project will participate. Refer to Section 7.11- 2.4.3.2 of the Model WQMP. Regional/Sub-Regional LID BMPs Not Applicable IV.3.7 Treatment Control BMPs Treatment control BMPs can only be considered if the project conformance analysis indicates that it is not feasible to retain the full design capture volume with LID BMPs. Describe treatment control BMPs including sections for selection, sizing, and infeasibility, as applicable. Treatment Control BMPs BMP Name BMP Description Not Applicable Westpark Investments, LLC North OC Priority WQMP Section IV Page 24 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Westpark Investments, LLC Section IV North OC Priority WQMP Page 25 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.3.8 Non-structural Source Control BMPs Fill out non-structural source control check box forms or provide a brief narrative explaining if non- structural source controls were not used. Non -Structural Source Control BMPs Identifier Name Check One If not applicable, state brief Not Included reason Applicable Ni N2 Education for Property Owners, Tenants and Occupants Activity Restrictions // 1 ❑ ❑ N3 Common Area Landscape Management // ❑ N4 BMP Maintenance a ❑ N5 Title 22 CCR Compliance (How development will comply) ❑ A N/A N6 Local Industrial Permit Compliance ❑ ►1 Hotel/Parking N7 Spill Contingency Plan ❑ A/ N/A N8 Underground Storage Tank Compliance ❑ // N/A N9 Hazardous Materials Disclosure ❑ .1 No hazardous material Compliance N10 Uniform Fire Code Implementation a ❑ N11 Common Area Litter Control a ❑ N12 Employee Training a ❑ N13 Housekeeping of Loading Docks ❑ a No Loading Docks N14 Common Area Catch Basin Inspection A/ ❑ N15 Street Sweeping Private Streets and // ❑ Parking Lots N16 Retail Gasoline Outlets ❑ .1 No Gasoline Outlets on site Westpark Investments, LLC Section IV North OC Priority WQMP Page 26 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.3.9 Structural Source Control BMPs Fill out structural source control check box forms or provide a brief narrative explaining if structural source controls were not used. Structural Source Control BMPs Identifier Check One If not applicable, state brief reason Name Included Not Applicable Si Provide storm drain system stenciling and signage 1 ❑ S2 Design and construct outdoor material storage areas to reduce pollution introduction No outdoor storage area S3 Design and construct trash and waste storage areas to reduce pollution introduction /1 ❑ S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control /1 ❑ S5 Protect slopes and channels and provide energy dissipation ❑ �I The site is flat. Incorporate requirements applicable to individual priority project categories (from SDRWQCB NPDES Permit) ❑ /1 N/A S6 Dock areas ❑ /1 No Dock area S7 Maintenance bays ❑ .1 No maintenance bays S8 Vehicle wash areas ❑ r No car wash area r S9 Outdoor processing areas ❑ /L No outdoor processing area S10 Equipment wash areas ❑ /L No equipment wash area S11 Fueling areas ❑ /1 No fueling areas S12 Hillside landscaping ❑ /1 Area is relatively flat S13 Wash water control for food preparation areas ❑ /1 No food preparation areas S14 Community car wash racks ❑ /1 No community wash area Westpark Investments, LLC Section IV North OC Priority WQMP Page 27 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel IV.4 Alternative Compliance Plan (If Applicable) Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.11 3.0 in the WQMP. IV.4.1 Water Quality Credits Determine if water quality credits are applicable for the project. Refer to Section 3.1 of the Model WQMP for description of credits and Appendix VI of the Technical Guidance Document (TGD) for calculation methods for applying water quality credits. Description of Proposed Project Project Types that Qualify for Water Quality Credits (Select all that apply): Redevelopment projects that reduce the overall impervious footprint of the project site. Brownfield redevelopment, meaning redevelopment, expansion, or reuse of real property which may be complicated by the presence or potential presence of hazardous substances, pollutants or contaminants, and which have the potential to contribute to adverse ground or surface WQ if not redeveloped. ❑ Mixed use development, such as a combination of residential, commercial, industrial, office, institutional, or other land uses which incorporate design principles that can demonstrate environmental benefits that would not be realized through single use projects (e.g. reduced vehicle trip traffic with the potential to reduce sources of water or air pollution). ❑ Transit -oriented developments, such as a mixed use residential or commercial area designed to maximize access to public transportation; similar to above criterion, but where the development center is within one half mile of a mass transit center (e.g. bus, rail, light rail or commuter train station). Such projects would not be able to take credit for both categories, but may have greater credit assigned ['Developments with dedication of undeveloped portions to parks, preservation areas and other pervious uses. ❑ Developments in a city center area. Developments in historic districts or historic preservation areas. U Higher density development projects which include two distinct categories (credits can only be taken for one category): those with more than seven units per acre of development (lower credit allowance); vertical density developments, for example, those with a Floor to Area Ratio (FAR) of 2 or those having more than 18 units per acre (greater credit allowance). �f ❑ Redevelopment projects in an established historic district, historic preservation area, or similar significant city area including core City Center areas (to be defined through mapping). U Live -work developments, a variety of developments designed to support residential and vocational needs together - similar to criteria to mixed use development; would not be able to take credit for both categories. II In -fill projects, the conversion of empty lots and other underused spaces into more beneficially used spaces, such as residential or commercial areas. Westpark Investments, LLC Section IV North OC Priority WQMP Page 28 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Calculation of Water Quality Credits (if applicable) Not Applicable IV.4.2 Alternative Compliance Plan Information Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.11 3.0 in the Model WQMP. Not Applicable Westpark Investments, LLC North OC Priority WQMP Section IV Page 29 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Section V Inspection/Maintenance Responsibility for BMPs Fill out information in table below. Prepare and attach an Operation and Maintenance Plan. Identify the funding mechanism through which BMPs will be maintained. Inspection and maintenance records must be kept for a minimum of five years for inspection by the regulatory agencies. Refer to Section 7.114.0 in the Model WQMP. BMP Inspection/Maintenance BMP Reponsible Party(s) Inspection/ Maintenance Activities Required Minimum Frequency of Activities N1 Education property Tenants Occupants Craig Hostert Westpark Investments, LLC 3156 E. La Palma Ave. Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com Regularly brief employee with the company maintenance and monitoring policies for all BMP's on site. All new employees must have orientation as to rules and policies to keep the environment clean. On going N2 Activity Restrictions Craig Hostert Westpark Investments, LLC 3156 E. La Palma Ave. Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com Car washing, maintenance and/or repair of vehicles, food processsing and preparation in parking lot is strictly prohibited. If any, handling and transport of hazardous materials must be done only by qualified personnel or contractor qualified to perform the work. On going N3 Common Area Landscape Management Craig Hostert Westpark Investments, LLC 3156 E. La Palma Ave. Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com Property owner and its representative/contractor' s must inspect and maintain landscape areas on regular basis. Remove On going Westpark Investments, LLC Section V North OC Priority WQMP Page 30 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel dead leaves, tree trunks, etc. and replace plants that are showing signs of dying. N4 BMP Maintenance Craig Hastert Westpark Investments, LLC 3156 E. La Palma Ave. Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com Responsibility for implementation of each non-structural BMP and scheduled cleaning and/or maintenance of all structural BMP facilities must be identified. Employees and contractors must provide logs of all BMP inspection and maintenance each month or as needed. Monthly basis N11 Litter/Debris Control Program Craig Hostert Westpark Investments, LLC 3156 E. La Palma Ave. Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com Implement trash management and litter control procedures in the parking lot aimed at reducing pollution of drainage water. Landscape maintenance contractor shall empty trash receptacles, litter patrol and provide notice that trash disposal violations by tenants/ homeowners or businesses shall be reported to the owner for investigation. On regular basis. N12 Employee training Craig Hostert Westpark Investments, LLC 3156 E. La Palma Ave. Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com Education program (see N1) as it would apply to future employees of individual businesses. Developer either prepares manual(s) for initial purchasers of business site or for development that is constructed for an unspecified use makes commitment on behalf of Ongoing Westpark Investments, LLC Section V North OC Priority WQMP Page 31 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel POA or future business owner to prepare. An example would be training on the proper storage and use of fertilizers and pesticides, or training on the implementation of hazardous spill contingency plans. Train all employees, management, office, yard, manufacturing, field and clerical in BMPs and pollution prevention and make them aware of the maintenance procedures and requirements of all BMPs. Within 6 months after occupancy and annually thereafter. Craig Hostert In conjunction with routine maintenance activities, verify that landscape design continues to function properly by adjusting S4 (SD -12) Westpark Investments, LLC Use Efficient 3156 E. La Palma Ave. properly to eliminate Irrigation Systems and Anaheim, CA 92806 overspray to hardscape Monthly basis Landscape Design 714-632-8001 craigh@parkwestgc.com areas, and to verify that irrigation timing and cycle lengths are adjusted in accordance with water demands, given time of year, weather, and day or night time temperatures. Craig Hostert Unlock and lift the aluminium access lid. MP -52 Westpark Investments, LLC Remove the perforated Drain Insert 3156 E. La Palma Ave. separator plate. Using an Prior to, during and (proprietary BMP) Anaheim, CA 92806 industrial vacuum, the following the rainy season 714-632-8001 craigh@parkwestgc.com collected materials remove the collected materials from the filter Westpark Investments, LLC North OC Priority WQMP Section V Page 32 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Liner. When the materials have been removed, the filter medium pouches should be removed by unsnapping the tether from the D -ring and set to one side. The filter liner, gaskets, stainless steel frame and mounting brackets, etc. should be inspected for continued serviceability. Minor damage or defects found should be corrected on the spot. BIO-7 (proprietary Biotreatment) Craig Hastert Westpark Investments, LLC 3156 E. La Palma Ave. Anaheim, CA 92806 714-632-8001 craigh@parkwestgc.com Per Manufacturer recommendation. Per Manufacturer recommendation. Westpark Investments, LLC Section V North OC Priority WQMP Page 33 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Funding: "The Owner is aware of the maintenance responsibilities of the proposed BMPs. A funding mechanism is in place to maintain the BMPs at the frequency stated in the WQMP". Property Owner: Craig Hostert Westpark Investments, LLC 3156 E. La Palma Ave. (714)632-8001 Craigh@parkwestgc.com Estimated annual budget for maintenance is about $2,500.00. Required Permits: No permit is required Submittal and Recordation of Water Quality Management Plan Following approval of the Final Project -Specific WQMP, three copies of the approved WQMP (Including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Attachments) shall be submitted. Each approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Attachments) shall be recorded in the Orange County Clerk -Recorder's Office, prior to close-out of grading and/or building permit. Educational Materials are not required to be included. Record keeping All records must be maintained for at least five (5) years and must be made available for review upon request. Today's Date: 04/16/2019 Name of Person Performing Activity (Printed) : Craig Hostert Signature: Westpark Investments, LLC Section VI North OC Priority WQMP Page 34 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Section VI BMP Exhibit (Site Plan) VI.1 BMP Exhibit (Site Plan) Include a BMP Exhibit (Site Plan), at a size no less than 24" by 36," which includes the following minimum information: • Insert in the title block (lower right hand corner) of BMP Exhibit: the WQMP Number (assigned by staff) and the grading/building or Planning Application permit numbers • Project location (address, tract/lot number(s), etc.) • Site boundary • Land uses and land covers, as applicable • Suitability/feasibility constraints • Structural BMP locations • Drainage delineations and flow information • Delineate the area being treated by each structural BMP • GIS coordinates for LID and Treatment Control BMPs • Drainage connections • BMP details • Preparer name and stamp Please do not include any areas outside of the project area or any information not related to drainage or water quality. The approved BMP Exhibit (Site Plan) shall be submitted as a plan sheet on all grading and building plan sets submitted for plan check review and approval. The BMP Exhibit shall be at the same size as the rest of the plan sheets in the submittal and shall have an approval stamp and signature prior to plan check submittal. VI.2 Submittal and Recordation of Water Quality Management Plan Following approval of the Final Project -Specific WQMP, three copies of the approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be submitted. In addition, these documents shall be submitted in a PDF format. Each approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be recorded in the Orange County Clerk -Recorder's Office, prior to close-out of grading and/or building permit. Educational Materials are not required to be included. Westpark Investments, LLC Section VI North OC Priority WQMP Page 35 Priority Project Water Quality Management Plan (WQMP) Fullerton Transportation Center Hotel Section VII Educational Materials Refer to the Orange County Stormwater Program (ocwatersheds.com) for a library of materials available. Please only attach the educational materials specifically applicable to this project. Other materials specific to the project may be included as well and must be attached. Education Materials Residential Material (http://www.ocwatersheds.com) Check If Applicable The Ocean Begins at Your Front Door Business Material (http://www.ocwatersheds.com) Check If Applicable Tips for the Automotive Industry Tips for Car Wash Fund-raisers Tips for Using Concrete and Mortar Tips for the Home Mechanic Tips for the Food Service Industry Homeowners Guide for Sustainable Water Use Household Tips Proper Disposal of Household Hazardous Waste Recycle at Your Local Used Oil Collection Center (North County) o Proper Maintenance Practices for Your Business Other Material Check If Attached Recycle at Your Local Used Oil Collection Center (Central County) Recycle at Your Local Used Oil Collection Center (South County) CI CI Tips for Maintaining a Septic Tank System Responsible Pest Control Sewer Spill CI Tips for the Home Improvement Projects CI Tips for Horse Care CI CI Tips for Landscaping and Gardening Tips for Pet Care Tips for Pool Maintenance Tips for Residential Pool, Landscape and Hardscape Drains CI Tips for Projects Using Paint Westpark Investments, LLC North OC Priority WQMP Section VII Page 36 Water Quality Management Plan (WQMP) Westpark Investments, LLC Attachment A BMP Site Plan Westpark Investments,LLC / Plump Engineering Inc. DROP-OFF ZONEONE W A Y HOTEL O N L Y ON L Y LOA D I N G TR U C K ON L Y BU S UB E R PIC K U P ZO N E DRO P - O F F ZO N E HOT E L PARK I N G VEH I C L E FIRE LANE "NO PARKING" FIRE LA N E " N O P A R K I N G " FIRE L A N E " N O P A R K I N G " TRASH TRASH ONE W A Y UP UP E SANTA FE AVE S P O M O N A A V E . CL CL STOP STOP STOP STOP LOT AREA 1 LOT AREA 2 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W DN UP DN UP UP DN UP DN DN DN SCALE: 60'20'0 20'40' 1" = 20' 2ND FLOOR 3156 E LA PALMA AVE - SUITE J ANAHEIM, CA 92806 OF PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 3 NEW CONSTRUCTION FULLERTON TRANSPORTATION CENTER HOTEL SHEET TITLE: LEGEND: =AC PAVEMENT =PAVERS/STAMP CONCRETE =LANDSCAPE =PEDESTRIAN ACCESS & CIRCULATION PATH SITE PLAN C01 1 PARKING INFORMATION 2ND FLOOR: STANDARD:53 STALLS COMPACT:21 STALLS ACCESSIBLE: 2 STALLS TOTAL:76 STALLS 3RD FLOOR PARKING INFORMATION 3RD FLOOR: STANDARD:54 STALLS COMPACT:22 STALLS TOTAL:76 STALLS 4TH FLOOR PARKING INFORMATION 4TH FLOOR: STANDARD:54 STALLS COMPACT:22 STALLS TOTAL:76 STALLS PROJECT PARKING INFORMATION: REQUIRED PROVIDED 128 ROOM HOTEL BUILDING 128 PUBLIC PARKING 163 TOTAL PARKING 291 300 PARKING INFORMATION GROUND FLOOR: STANDARD:17 STALLS COMPACT:15 STALLS ACCESSIBLE: 5 STALLS TOTAL:37 STALLS PARKING PROVIDED BREAKDOWN: STANDARD COMPACT ACCESSIBLE SURFACE PARKING 35 32 1 2 PARKING STRUCTURE 265 178 80 7 TOTAL PARKING STALLS 300 210 81 (27%) 9 CLEAN AIR PARKING PROVIDED: 8% OF TOTAL (300 STALLS) = 24 CLEAN AIR STALLS SURFACE PARKING BY TRAIN STATION 2 SURFACE PARKING BY HOTEL 1 PARKING STRUCTURE 21 (16 ON GROUND FLOOR & 5 ON 2ND FLOOR) TOTAL CLEAN AIR STALLS 24 POTENTIAL ELECTRIC VEHICLE: 6% OF TOTAL (300 STALLS) = 18 EV STALLS SURFACE PARKING BY TRAIN STATION 2 (PART OF CLEAN AIR VEHICLES CA/EV STALLS) PARKING STRUCTURE 16 (PART OF CLEAN AIR VEHICLES CA/EV STALLS) TOTAL EV STALLS 18 LOT AREA: LOT AREA 1 (TRAIN STATION):58,671.19 SF (1.34 AC) LOT AREA 2 (HOTEL PARKING STRUCTURE):86,636.34 SF (1.98 AC) TOTAL LOT AREA:145,307.53 SF (3.32 AC) LANDSCAPE AREA OF IMPROVEMENTS: 10,865.14 SF (0.25 AC) PROPOSED MECHANICAL EQUIPMENT (AIR CONDITIONER CONDENSERS) ARE PROPOSED TO BE ON THE ROOF OF PROPOSED BUILDING. SITE PLAN DROP-OFF ZONEONE W A Y HOTEL O N L Y ON L Y LOA D I N G TR U C K ON L Y BU S UB E R PIC K U P ZO N E DRO P - O F F ZO N E HOT E L PARK I N G VEH I C L E FIRE LANE "NO PARKING" FIRE LA N E " N O P A R K I N G " FIRE L A N E " N O P A R K I N G " TRASH TRASH ONE W A Y UP UP CLSTOP STOP STOP STOP S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD 3156 E LA PALMA AVE - SUITE J ANAHEIM, CA 92806 OF PLUMP ENGINEERING INC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 CONSULTING ENGINEERS IN CIVIL, SURVEYING, ARCHITECTURAL AND STRUCTURAL ENGINEERING 3 NEW CONSTRUCTION FULLERTON TRANSPORTATION CENTER HOTEL SHEET TITLE: LEGEND: EXISTING FLOW DIRECTION DMA BOUNDARY DMA-X X,XXX SF XX.XX ac DMA INFORMATION PROPOSED FLOW DIRECTION SOURCE CONTROL BMP'S: SITE DESIGN & LANDSCAPE PLANNING EFFICIENT IRRIGATION ALTERNATIVE BUILDING MATERIALS TRASH ENCLOSURE NON STRUCTURAL CONTROL BMP'S: EDUCATION FOR PROPERTY OWNERS, TENANTS AND OCCUPANTS (ENTIRE SITE) TREATMENT CONTROL BMP'S: PROPRIETARY BIOTREATMENTBIO7 SD21 SD10 N4 SD12 DMA-1 24,889 SF 0.571 ac DMA-3 15,395 SF 0.353 ac DMA-2 18,047 SF 0.414 ac DMA-4 30,146 SF 0.692 ac DMA-1: Q design=(C x i design x A) i design= 0.225 in/hr A= 0.571 AC C=(0.75 x imp) + 0.15 = (0.75x1.0) + 0.15 = 0.9 Q=(0.9 x 0.225 x 0.571) = 0.116 CFS NOTE: THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OC TECHNICAL GUIDE DOCUMENT IS 0.116 CFS. THE DESIGN PROVIDED MODULAR WETLAND(MWS-L-4-13) THAT HAS TREATMENT CAPACITY FLOW RATE OF 0.144 CFS, THEREFORE THE DESIGN MEETS THE REQUIREMENTS. DMA-2: Q design=(C x i design x A) i design= 0.225 in/hr A= 0.414 AC C=(0.75 x imp) + 0.15 = (0.75x1.0) + 0.15 = 0.9 Q=(0.9 x 0.225 x 0.414) = 0.084 CFS DMA-3: Q design=(C x i design x A) i design= 0.225 in/hr A= 0.353 AC C=(0.75 x imp) + 0.15 = (0.75x0.8055) + 0.15 = 0.755 Q=(0.755 x 0.225 x 0.353) = 0.06 CFS DMA-4: Q design=(C x i design x A) i design= 0.225 in/hr A= 0.692 AC C=(0.75 x imp) + 0.15 = (0.75x0.903) + 0.15 = 0.83 Q=(0.83 x 0.225 x 0.692) = 0.13 CFS 1MODULAR WET LANDS (MWS-L-4-13)NTS 2MODULAR WET LANDS (MWS-L-4-8) DOWNSPOUT TYPENTS 4MODULAR WET LANDS (MWS-L-4-6) CURB TYPENTS NOTE: THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OC TECHNICAL GUIDE DOCUMENT IS 0.084 CFS. THE DESIGN PROVIDED MODULAR WETLAND(MWS-L-4-8) THAT HAS TREATMENT CAPACITY FLOW RATE OF 0.115 CFS, THEREFORE THE DESIGN MEETS THE REQUIREMENTS. PRELIMINARY WQMP PLAN C03 3 NOTE: THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OC TECHNICAL GUIDE DOCUMENT IS 0.06 CFS. THE DESIGN PROVIDED MODULAR WETLAND(MWS-L-4-6) THAT HAS TREATMENT CAPACITY FLOW RATE OF 0.073 CFS, THEREFORE THE DESIGN MEETS THE REQUIREMENTS. NOTE: THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OC TECHNICAL GUIDE DOCUMENT IS 0.13 CFS. THE DESIGN PROVIDED MODULAR WETLAND(MWS-L-4-13) THAT HAS TREATMENT CAPACITY FLOW RATE OF 0.144 CFS, THEREFORE THE DESIGN MEETS THE REQUIREMENTS. BIO7 BIO7 BIO7 BIO7 SD10 SD12 SD10 SD12 SD10 SD12 SD10 SD12 AC PAVEMENT PAVERS/STAMP CONCRETE LANDSCAPE SD32 SD32 SD32 Water Quality Management Plan (WQMP) Westpark Investments, LLC ---------------------------------------------------------------------- Westpark Investments,LLC / Plump Engineering Inc. Attachment B ---------------------------------------------------------------------- Educational Materials & BMP Fact Sheets For More Information Aliso Viejo . . . . . . . . . . . . . . . . . . . . . . (949) 425-2535 Anaheim Public Works Operations . . . . . . . . (714) 765-6860 Brea Engineering . . . . . . . . . . . . . . . . . . (714) 990-7666 Buena Park Public Works . . . . . . . . . . . . . (714) 562-3655 Costa Mesa Public Services . . . . . . . . . . . . . (714) 754-5323 Cypress Public Works . . . . . . . . . . . . . . . . (714) 229-6740 Dana Point Public Works . . . . . . . . . . . . . . (949) 248-3584 Fountain Valley Public Works . . . . . . . . . . . (714) 593-4441 Fullerton Engineering Dept. . . . . . . . . . . . . (714) 738-6853 Garden Grove Public Works . . . . . . . . . . . . (714) 741-5956 Huntington Beach Public Works . . . . . . . . . (714) 536-5431 Irvine Public Works . . . . . . . . . . . . . . . . . (949) 724-6315 La Habra Public Services . . . . . . . . . . . . . . (562) 905-9792 La Palma Public Works . . . . . . . . . . . . . . . (714) 690-3310 Laguna Beach Water Quality . . . . . . . . . . . . (949) 497-0378 Laguna Hills Public Services . . . . . . . . . . . . (949) 707-2650 Laguna Niguel Public Works . . . . . . . . . . . (949) 362-4337 Laguna Woods Public Works . . . . . . . . . . . . (949) 639-0500 Lake Forest Public Works . . . . . . . . . . . . . (949) 461-3480 Los Alamitos Community Dev. . . . . . . . . . . . (562) 431-3538 Mission Viejo Public Works . . . . . . . . . . . . (949) 470-3056 Newport Beach, Code & Water Quality Enforcement . . . . . . . . . . . . . . . . (949) 644-3215 Orange Public Works . . . . . . . . . . . . . . . . (714) 532-6480 Placentia Public Works . . . . . . . . . . . . . . . (714) 993-8245 Rancho Santa Margarita . . . . . . . . . . . . . . (949) 635-1800 San Clemente Environmental Programs . . . . . (949) 361-6143 San Juan Capistrano Engineering . . . . . . . . . (949) 234-4413 Santa Ana Public Works . . . . . . . . . . . . . . (714) 647-3380 Seal Beach Engineering . . . . . . . . . . . . . (562) 431-2527 x317 Stanton Public Works . . . . . . . . . . . . . . . (714) 379-9222 x204 Tustin Public Works/Engineering . . . . . . . . . (714) 573-3150 Villa Park Engineering . . . . . . . . . . . . . . . (714) 998-1500 Westminster Public Works/Engineering . . . . (714) 898-3311 x446 Yorba Linda Engineering . . . . . . . . . . . . . (714) 961-7138 Orange County Stormwater Program . . . . . . . (877) 897-7455 Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455) On-line Water Pollution Problem Reporting Form w w w . o c w a t e r s h e d s . c o m The Ocean Begins at Your Front Door California Environmental Protection Agency www.calepa.ca.gov s !IR2ESOURCES"OARD www.arb.ca.gov s $EPARTMENTOF0ESTICIDE2EGULATION www.cdpr.ca.gov s $EPARTMENTOF4OXIC3UBSTANCES#ONTROL www.dtsc.ca.gov s )NTEGRATED7ASTE-ANAGEMENT"OARD www.ciwmb.ca.gov s /FlCEOF%NVIRONMENTAL(EALTH(AZARD Assessment www.oehha.ca.gov s 3TATE7ATER2ESOURCES#ONTROL"OARD www.waterboards.ca.gov Earth 911 - Community-Speciﬁc Environmental Information 1-800-cleanup or visit www.1800cleanup. org (EALTH#ARE!GENCYS/CEANAND"AY7ATER#LOSURE AND0OSTING(OTLINE (714) 433-6400 or visit www.ocbeachinfo.com )NTEGRATED7ASTE-ANAGEMENT$EPTOF/RANGE County (714) 834-6752 or visit www.oclandﬁlls.com for information on household hazardous waste collection centers, recycling centers and solid waste collection /#!GRICULTURE#OMMISSIONER (714) 447-7100 or visit www.ocagcomm.com 3TORMWATER"EST-ANAGEMENT0RACTICE(ANDBOOK Visit www.cabmphandbooks.com 5#-ASTER'ARDENER(OTLINE (714) 708-1646 or visit www.uccemg.com Did You Know? Most people believe that the largest source of water pollution in urban areas comes from speciﬁc sources such as factories and sewage treatment plants. In fact, the largest source of water pollution comes from city streets, neighborhoods, construction sites and parking lots. This type of pollution is sometimes called “non-point source” pollution. There are two types of non-point source pollution: stormwater and urban runoff pollution. Stormwater runoff results from rainfall. When rainstorms cause large volumes of water to rinse the urban landscape, picking up pollutants along the way. Urban runoff can happen any time of the year when excessive water use from irrigation, vehicle washing and other sources carries trash, lawn clippings and other urban pollutants into storm drains. Where Does It Go? Anything we use outside homes, vehicles and businesses – like motor oil, paint, pesticides, fertilizers and cleaners – can be blown or washed into storm drains. A little water from a garden hose or rain can also send materials into storm drains. Storm drains are separate from our sanitary sewer systems; unlike water in sanitary sewers (from sinks or toilets), water in storm drains is not treated before entering our waterways. Printed on Recycled Paper The Orange County Stormwater Program has created and moderates an electronic mailing list to facilitate communications, take questions and exchange ideas among its users about issues and topics related to stormwater and urban runoff and the implementation of program elements. To join the list, please send an email to ocstormwaterinfo-join@list.ocwatersheds.com /RANGE#OUNTY3TORMWATER0ROGRAM Even if you live miles from the Paciﬁc Ocean, you may be unknowingly polluting it. Sources of Non-Point Source Pollution Automotive leaks and spills. Improper disposal of used oil and other engine ﬂuids. Metals found in vehicle exhaust, weathered paint, rust, metal plating and tires. Pesticides and fertilizers from lawns, gardens and farms. Improper disposal of cleaners, paint and paint removers. Soil erosion and dust debris from landscape and construction activities. Litter, lawn clippings, animal waste, and other organic matter. Oil stains on parking lots and paved surfaces. The Effect on the Ocean Non-point source pollution can have a serious impact on water quality in Orange County. Pollutants from the storm drain system can harm marine life as well as coastal and wetland habitats. They can also degrade recreation areas such as beaches, harbors and bays. Stormwater quality management programs have been developed throughout Orange County to educate and encourage the public to protect water quality, monitor runoff in the storm drain system, investigate illegal dumping and maintain storm drains. Support from Orange County residents and businesses is needed to improve water quality and reduce urban runoff pollution. Proper use and disposal of materials will help stop pollution before it reaches the storm drain and the ocean. Dumping one quart of motor oil into a storm drain can contaminate 250,000 gallons of water. Follow these simple steps to help reduce water pollution: Household Activities Do not rinse spills with water. Use dry cleanup methods such as applying cat litter or another absorbent material, sweep and dispose of in the trash. Take items such as used or excess batteries, oven cleaners, automotive ﬂuids, painting products and cathode ray tubes, like TVs and computer monitors, to a Household Hazardous Waste Collection Center (HHWCC). For a HHWCC near you call (714) 834-6752 or visit www.oclandﬁlls.com. Do not hose down your driveway, sidewalk or patio to the street, gutter or storm drain. Sweep up debris and dispose of it in the trash. Automotive Take your vehicle to a commercial car wash whenever possible. If you wash your vehicle at home, choose soaps, cleaners, or detergents labeled non-toxic, phosphate- free or biodegradable. Vegetable and citrus-based products are typically safest for the environment. Do not allow washwater from vehicle washing to drain into the street, gutter or storm drain. Excess washwater should be disposed of in the sanitary sewer (through a sink or toilet) or onto an absorbent surface like your lawn. Monitor your vehicles for leaks and place a pan under leaks. Keep your vehicles well maintained to stop and prevent leaks. Never pour oil or antifreeze in the street, gutter or storm drain. Recycle these substances at a service station, a waste oil collection center or used oil recycling center. For the nearest Used Oil Collection Center call 1-800-CLEANUP or visit www.1800cleanup.org. Never allow pollutants to enter the street, gutter or storm drain! Lawn and Garden Pet and animal waste Pesticides Clippings, leaves and soil Fertilizer Common Pollutants Automobile Oil and grease Radiator ﬂuids and antifreeze Cleaning chemicals Brake pad dust Home Maintenance Detergents, cleaners and solvents Oil and latex paint Swimming pool chemicals Outdoor trash and litter The Ocean Begins at Your Front Door Trash Place trash and litter that cannot be recycled in securely covered trash cans. Whenever possible, buy recycled products. Remember: Reduce, Reuse, Recycle. Pet Care Always pick up after your pet. Flush waste down the toilet or dispose of it in the trash. Pet waste, if left outdoors, can wash into the street, gutter or storm drain. If possible, bathe your pets indoors. If you must bathe your pet outside, wash it on your lawn or another absorbent/permeable surface to keep the washwater from entering the street, gutter or storm drain. Follow directions for use of pet care products and dispose of any unused products at a HHWCC. Pool Maintenance Pool and spa water must be dechlorinated and free of excess acid, alkali or color to be allowed in the street, gutter or storm drain. When it is not raining, drain dechlorinated pool and spa water directly into the sanitary sewer. Some cities may have ordinances that do not allow pool water to be disposed of in the storm drain. Check with your city. Landscape and Gardening Do not over-water. Water your lawn and garden by hand to control the amount of water you use or set irrigation systems to reﬂect seasonal water needs. If water ﬂows off your yard onto your driveway or sidewalk, your system is over-watering. Periodically inspect and ﬁx leaks and misdirected sprinklers. Do not rake or blow leaves, clippings or pruning waste into the street, gutter or storm drain. Instead, dispose of waste by composting, hauling it to a permitted landﬁll, or as green waste through your city’s recycling program. Follow directions on pesticides and fertilizer, (measure, do not estimate amounts) and do not use if rain is predicted within 48 hours. Take unwanted pesticides to a HHWCC to be recycled. For locations and hours of HHWCC, call (714) 834-6752 or visit www.oclandﬁlls.com. Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many common activities such as pest control can lead to water pollution if you’re not careful. Pesticide treatments must be planned and applied properly to ensure that pesticides do not enter the street, gutter or storm drain. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never dump pesticides into the ocean, so don’t let it enter the storm drains. Pesticides can cause signiﬁcant damage to our environment if used improperly. If you are thinking of using a pesticide to control a pest, there are some important things to consider. For more information, please call University of California Cooperative Extension Master Gardeners at (714) 708-1646 or visit these Web sites: www.uccemg.org www.ipm.ucdavis.edu For instructions on collecting a specimen sample visit the Orange County Agriculture Commissioner’s website at: http://www.ocagcomm.com/ser_lab.asp To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline at 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. Information From: Cheryl Wilen, Area IPM Advisor; Darren Haver, Watershed Management Advisor; Mary Louise Flint, IPM Education and Publication Director; Pamela M. Geisel, Environmental Horticulture Advisor; Carolyn L. Unruh, University of California Cooperative Extension staff writer. Photos courtesy of the UC Statewide IPM Program and Darren Haver. Funding for this brochure has been provided in full or in part through an agreement with the State Water Resources Control Board (SWRCB) pursuant to the Costa-Machado Water Act of 2000 (Prop. 13). Help Prevent Ocean Pollution: The Ocean Begins at Your Front Door Responsible Pest Control Printed on Recycled Paper Key Steps to Follow: Step 1: Correctly identify the pest (insect, weed, rodent, or disease) and verify that it is actually causing the problem. This is important because beneﬁcial insects are often mistaken for pests and sprayed with pesticides needlessly. Consult with a Certiﬁed Nursery Professional at a local nursery or garden center or send a sample of the pest to the Orange County Agricultural Commissioner’s Ofﬁce. Determine if the pest is still present – even though you see damage, the pest may have left. Step 2: Determine how many pests are present and causing damage. Small pest populations may be controlled more safely using non- pesticide techniques. These include removing food sources, washing off leaves with a strong stream of water, blocking entry into the home using caulking and replacing problem plants with ones less susceptible to pests. Step 3: If a pesticide must be used, choose the least toxic chemical. Obtain information on the least toxic pesticides that are effective at controlling the target pest from the UC Statewide ,QWHJUDWHG3HVW 0DQDJHPHQW,30 Program’s Web site at www.ipm.ucdavis.edu. Seek out the assistance of a Certiﬁed Nursery Professional at a local nursery or garden center when selecting a pesticide. Purchase the smallest amount of pesticide available. Apply the pesticide to the pest during its most vulnerable life stage. This information can be found on the pesticide label. Step 4: Wear appropriate protective clothing. Follow pesticide labels regarding speciﬁc types of protective equipment you should wear. Protective clothing should always be washed separately from other clothing. Step 5: Continuously monitor external conditions when applying pesticides such as weather, irrigation, and the presence of children and animals. Never apply pesticides when rain is predicted within the next 48 hours. Also, do not water after applying pesticides unless the directions say it is necessary. Apply pesticides when the air is still; breezy conditions may cause the spray or dust to drift away from your targeted area. In case of an emergency call 911 and/or the regional poison control number at (714) 634-5988 or (800) 544-4404 (CA only). For general questions you may also visit www.calpoison.org. Step 6: In the event of accidental spills, sweep up or use an absorbent agent to remove any excess pesticides. Avoid the use of water. Be prepared. Have a broom, dust pan, or dry absorbent material, such as cat litter, newspapers or paper towels, ready to assist in cleaning up spills. Contain and clean up the spill right away. Place contaminated materials in a doubled plastic bag. All materials used to clean up the spill should be properly disposed of according to your local Household Hazardous Waste Disposal site. Step 7: Properly store and dispose of unused pesticides. Purchase Ready-To- Use (RTU) products to avoid storing large concentrated quantities of pesticides. Store unused chemicals in a locked cabinet. Unused pesticide chemicals may be disposed of at a Household Hazardous Waste Collection Center. Empty pesticide containers should be triple rinsed prior to disposing of them in the trash. +RXVHKROG+D]DUGRXV:DVWH &ROOHFWLRQ&HQWHU ZZZRFODQGÀOOVFRP ,QWHJUDWHG3HVW0DQDJHPHQW,30 XVXDOO\FRPELQHVVHYHUDOOHDVWWR[LFSHVW FRQWUROPHWKRGVIRUORQJWHUPSUHYHQWLRQ DQGPDQDJHPHQWRISHVWSUREOHPV ZLWKRXWKDUPLQJ\RX\RXUIDPLO\ RUWKHHQYLURQPHQW Three life stages of the common lady beetle, a beneﬁcial insect. Tips for Pest Control Sewage Spill Regulatory Requirements This brochure was designed courtesy of the Orange County Sanitation District (OCSD). For additional information, call (714) 962-2411, or visit their website at www.ocsd.com Your Responsibilities as a Private Property Owner Reference Guide Sewage Spill Allowing sewage to discharge to a gutter or storm drain may subject you to penalties and/or out-of- pocket costs to reimburse cities or public agencies for clean-up efforts. Here are the pertinent codes, fines, and agency contact information that apply. Orange County Stormwater Program 24 Hour Water Pollution Reporting Hotline 1-877-89-SPILL (1-877-897-7455) County and city water quality ordinances prohibit discharges containing pollutants. California Health and Safety Code, Sections 5410-5416 No person shall discharge raw or treated sewage or other waste in a manner that results in contamination, pollution or a nuisance. Any person who causes or permits a sewage discharge to any state waters: •must immediately notify the local health agency of the discharge. •shall reimburse the local health agency for services that protect the public’s health and safety (water-contact receiving waters). •who fails to provide the required notice to the local health agency is guilty of a misdemeanor and shall be punished by a fine (between $500–$1,000) and/or imprisonment for less than one year. Requires the prevention, mitigation, response to and reporting of sewage spills. California Water Code, Article 4, Chapter 4, Sections 13268-13271 California Code of Regulations, Title 23, Division 3, Chapter 9.2, Article 2, Sections 2250-2260 Any person who causes or permits sewage in excess of 1,000 gallons to be discharged to state waters shall immediately notify the Office of Emergency Services. Any person who fails to provide the notice required by this section is guilty of a misdemeanor and shall be punished by a fine (less than $20,000) and/or imprisonment for not more than one year. Orange County Health Care Agency Environmental Health (714) 433-6419 Regional Water Quality Control Board Santa Ana Region San Diego Region (951) 782-4130 (858) 467-2952 California Office of Emergency Services (800) 852-7550 What is a Sewage Spill? You Are Responsible for a Sewage Spill Caused by a Blockage or Break in Your Sewer Lines! Grease builds up inside and eventually blocks sewer pipes. Grease gets into the sewer from food establishments, household drains, as well as from poorly maintained commercial grease traps and interceptors. Structure problems caused by tree roots in the lines, broken/cracked pipes, missing or broken cleanout caps or undersized sewers can cause blockages. Infiltration and inflow (I/I) impacts pipe capacity and is caused when groundwater or rainwater enters the sewer system through pipe defects and illegal connections. Time is of the essence in dealing with sewage spills. You are required to immediately: Control and minimize the spill. Keep spills contained on private property and out of gutters, storm drains and public waterways by shutting off or not using the water. Use sandbags, dirt and/or plastic sheeting to prevent sewage from entering the storm drain system. Clear the sewer blockage. Always wear gloves and wash your hands. It is recommended that a plumbing professional be called for clearing blockages and making necessary repairs. Always notify your city sewer/public works department or public sewer district of sewage spills. If the spill enters the storm drains also notify the Health Care Agency. In addition, if it exceeds 1,000 gallons notify the Office of Emergency Services. Refer to the numbers listed in this brochure. Caution Allowing sewage from your home, business or property to discharge to a gutter or storm drain may subject you to penalties and/or out-of-pocket costs to reimburse cities or public agencies for clean-up and enforcement efforts. See Regulatory Codes & Fines section for pertinent codes and fines that apply. What to Look For You Could Be Liable Sewage spills can be a very noticeable gushing of water from a manhole or a slow water leak that may take time to be noticed. Don’t dismiss unaccounted-for wet areas. Look for: Drain backups inside the building. Wet ground and water leaking around manhole lids onto your street. Leaking water from cleanouts or outside drains. Unusual odorous wet areas: sidewalks, external walls or ground/landscape around a building. Rev 4/06printed on recycled paper Common Causes of Sewage Spills Overflowing cleanout pipe located on private property Keep people and pets away from the affected area. Untreated sewage has high levels of disease-causing viruses and bacteria. Call your local health care agency listed on the back for more information. DTP113 Sewage spills occur when the wastewater being transported via underground pipes overflows through a manhole, cleanout or broken pipe. Sewage spills can cause health hazards, damage to homes and businesses, and threaten the environment, local waterways and beaches. Health Care Agency Environmental Health CA AILINFOR FO OYRTANNGUEOC If You See a Sewage Spill Occurring, Notify Your City Sewer/Public Works Department or Public Sewer District IMMEDIATELY! www.ocwatersheds.com P R O J E C T P R E V E N T I O N Residences Businesses Homeowner/Condominium Associations Federal and State Complexes Military Facilities Orange County Sanitation District How a Sewer System Works Orange County Agency Responsibilites You Could Be Liable for Not Protecting the Environment Local and state agencies have legal jurisdic- tion and enforcement authority to ensure that sewage spills are remedied. They may respond and assist with contain- ment, relieving pipe blockages, and/or clean-up of the sewage spill, especially if the spill is flowing into storm drains or onto public property. A property owner may be charged for costs incurred by these agencies responding to spills from private properties . How You Can Prevent Sewage Spills A property owner's sewer pipes are called service laterals and are connected to larger local main and regional trunk lines. Service laterals run from the connection at the home to the connection with the public sewer (including the area under the street). These laterals are the responsibility of the property owner and must be maintained by the property owner. Many city agencies have adopted ordinances requiring maintenance of service laterals. Check with your city sewer/local public works department for more information. Operation and maintenance of local and regional sewer lines are the responsi- bility of the city sewer/public works depart- ments and public sewer districts. Preventing Grease Blockages The drain is not a dump! Recycle or dispose of grease properly and never pour grease down the drain. Homeowners should mix fats, oils and grease with absor- bent waste materials such as paper, coffee grounds, or kitty litter and place it in the trash. Wipe food scraps from plates and pans and dump them in the trash. Restaurants and commercial food service establishments should always use “Kitchen Best Management Practices.” These include: !Collecting all cooking grease and liquid oil from pots, pans and fryers in covered grease containers for recycling. !Scraping or dry-wiping excess food and grease from dishes, pots, pans and fryers into the trash. !Installing drain screens on all kitchen drains. !Having spill kits readily available for cleaning up spills. !Properly maintaining grease traps or interceptors by having them serviced regularly. Check your local city codes. !City Sewer/Public Works Departments— Responsible for protecting city property and streets, the local storm drain system, sewage collection system and other public areas. !Public Sewer/Sanitation District— Responsible for collecting, treating and disposing of wastewater. !County of Orange Health Care Agency— Responsible for protecting public health by closing ocean/bay waters and may close food-service businesses if a spill poses a threat to public health. !Regional Water Quality Control Boards— Responsible for protecting State waters. !Orange County Stormwater Program— Responsible for preventing harmful pollutants from being discharged or washed by stormwater runoff into the municipal storm drain system, creeks, bays and the ocean. 2 3 1 Never put grease down garbage disposals, drains or toilets. Perform periodic cleaning to eliminate grease, debris and roots in your service laterals. Repair any structural problems in your sewer system and eliminate any rainwater infiltration/inflow leaks into your service laterals. Sewage spills can cause damage to the environment. Help prevent them! Regional Trunk line Sewer Wastewater Treatment Plant Cleanout CleanoutGrease Trap Downspout (rain water goes into the storm drain system, not the sewer) RESIDENCE BUSINESS Manhole Local Main Sewer Line Private Service Laterals Manhole City Sewer/Public Works Departments Aliso Viejo . . . . . . . . . . . . . . . . . . . . . . . . .(949) 425-2500 Anaheim. . .. . . . . . . . . . . . . . . . . . . . . . . .(714) 765-6860 Brea . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(714) 990-7691 Buena Park . . . . . . . . . . . . . . . . . . . . . . . .(714) 562-3655 Costa Mesa . . . . . . . . . . . . . . . . . . . . . . . .(949) 645-8400 Cypress . . .. . . . . . . . . . . . . . . . . . . . . . . .(714) 229-6760 Dana Point . . . . . . . . . . . . . . . . . . . . . . . . .(949) 248-3562 Fountain Valley . .. . . . . . . . . . . . . . . . . . .(714) 593-4600 Fullerton. .. . . . . . . . . . . . . . . . . . . . . . . . .(714) 738-6897 Garden Grove. . . . .. . . . . . . . . . . . . . . . . .(714) 741-5375 Huntington Beach . . . . . . . . . . . . . . . . . . . (714) 536-5921 Irvine . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(949) 453-5300 Laguna Beach . . . . . . . . . . . . . . . . . . . . . .(949) 497-0765 Laguna Hills . . . . . . . . . . . . . . . . . . . . . . . .(949) 707-2650 Laguna Niguel . . .. . . . . . . . . . . . . . . . . . .(949) 362-4337 Laguna Woods. . . . . . . . . . . . . . . . . . . . . . (949) 639-0500 La Habra. . .. . . . . . . . . . . . . . . . . . . . . . . .(562) 905-9792 Lake Forest . . . . . . . . . . . . . . . . . . . .(949) 461-3480 La Palma . . .. . . . . . . . . . . . . . . . . . . . . . .(714) 690-3310 Los Alamitos . . . . . . . . . . . . . . . . . . . . . . .(562) 431-3538 Mission Viejo . . . . . . . . . . . . . . . . . . . . . . .(949) 831-2500 Newport Beach . . .. . . . . . . . . . . . . . . . . .(949) 644-3011 Orange . . . .. . . . . . . . . . . . . . . . . . . . . . . .(714) 532-6480 Orange County. . . .. . . . . . . . . . . . . . . . . .(714) 567-6363 Placentia . .. . . . . . . . . . . . . . . . . . . . . . . .(714) 993-8245 Rancho Santa Margarita . . . . . . . . . . . .(949) 635-1800 San Clemente. . . .. . . . . . . . . . . . . . . . . . .(949) 366-1553 San Juan Capistrano . . . . . . . . . . . . . . . . (949) 443-6363 Santa Ana . . . . . . . . . . . . . . . . . . . . . . . . .(714) 647-3380 Seal Beach.. . . . . . . . . . . . . . . . . . . . . . . .(562) 431-2527 Stanton . .. . . . . . . . . . . . . . . . . . . . . . . . .(714) 379-9222 Tustin . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(714) 962-2411 Villa Park . . . . . . . . . . . . . . . . . . . . . . . . . .(714) 998-1500 Westminster . . .. . . . . . . . . . . . . . . . . . . .(714) 893-3553 Yorba Linda . . . . . . . . . . . . . . . . . . . . . . . .(714) 961-7170 Public Sewer/Water Districts Costa Mesa Sanitary District . . . . . . . . . . (714) 393-4433/ (949) 645-8400 El Toro Water District . . . . . . . .. . . . . . . .(949) 837-0660 Emerald Bay Service District . . . . . . . . . . (949) 494-8571 Garden Grove Sanitary District . . . . . . . . . (714) 741-5375 Irvine Ranch Water District . . . . . . . . . . . . (949) 453-5300 Los Alamitos/Rossmoor Sewer District . . . (562) 431-2223 Midway City Sanitary District (Westminster)(714) 893-3553 Moulton Niguel Water District . . . . . . . . . (949) 831-2500 Orange County Sanitation District. . . . . . . (714) 962-2411 Santa Margarita Water District . . . . . . . . (949) 459-6420 South Coast Water District . . . . . . . . . . . . (949) 499-4555 South Orange County Wastewater Authority (949) 234-5400 Sunset Beach Sanitary District . . . . . . . . .(562) 493-9932 Trabuco Canyon Sanitary District . . . . . . . (949) 858-0277 Yorba Linda Water District . . . . . . . . . . . . (714) 777-3018 Other Agencies Orange County Health Care Agency . . . . . (714) 433-6419 Office of Emergency Services. . .. . . . . . .(800) 852-7550 Report Sewage Spills! For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline at 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. Proper Maintenance Practices for Your Business The Ocean Begins at Your Front Door P R O J E C T P R E V E N T I O N Help Prevent Ocean Pollution: Preventing water pollution at your commercial/industrial site Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many landscape and building maintenance activities can lead to water pollution if you’re not careful. Paint, chemicals, plant clippings and other materials can be blown or washed into storm drains that ﬂow to the ocean. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never pour soap or fertilizers into the ocean, so why would you let them enter the storm drains? Follow these easy tips to help prevent water pollution. Some types of industrial facilities are required to obtain coverage under the State General Industrial Permit. For more information visit: www.swrcb.ca.gov/stormwater/industrial.html Printed on Recycled Paper Tips for Pool Maintenance Call your trash hauler to replace leaking dumpsters. Do not dump any toxic substance or liquid waste on the pavement, the ground, or near a storm drain. Even materials that seem harmless such as latex paint or biodegradable cleaners can damage the environment. Recycle paints, solvents and other materials. For more information about recycling and collection centers, visit www.oclandﬁlls.com. Store materials indoors or under cover and away from storm drains. Use a construction and demolition recycling company to recycle lumber, paper, cardboard, metals, masonry, carpet, plastic, pipes, drywall, rocks, dirt, and green waste. For a listing of construction and demolition recycling locations in your area, visit www.ciwmb.ca.gov/recycle. Properly label materials. Familiarize employees with Material Safety Data Sheets. Landscape Maintenance Compost grass clippings, leaves, sticks and other vegetation, or dispose of it at a permitted landﬁll or in green waste containers. Do not dispose of these materials in the street, gutter or storm drain. Irrigate slowly and inspect the system for leaks, overspraying and runoff. Adjust automatic timers to avoid overwatering. Follow label directions for the use and disposal of fertilizers and pesticides. Do not apply pesticides or fertilizers if rain is expected within 48 hours or if wind speeds are above 5 mph. Do not spray pesticides within 100 feet of waterways. Fertilizers should be worked into the soil rather than dumped onto the surface. If fertilizer is spilled on the pavement or sidewalk, sweep it up immediately and place it back in the container. Building Maintenance Never allow washwater, sweepings or sediment to enter the storm drain. Sweep up dry spills and use cat litter, towels or similar materials to absorb wet spills. Dispose of it in the trash. If you wash your building, sidewalk or parking lot, you must contain the water. Use a shop vac to collect the water and contact your city or sanitation agency for proper disposal information. Do not let water enter the street, gutter or storm drain. Use drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of materials in the trash. Use a ground cloth or oversized tub for mixing paint and cleaning tools. Use a damp mop or broom to clean ﬂoors. Cover dumpsters to keep insects, animals, rainwater and sand from entering. Keep the area around the dumpster clear of trash and debris. Do not overﬁll the dumpster. P R O J E C T P R E V E N T I O N Proper Maintenance Practices for your Business Never Dispose of Anything in the Storm Drain. TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-69 December 20, 2013 BIO-7: Proprietary Biotreatment Proprietary biotreatment devices are devices that are manufactured to mimic natural systems such as bioretention areas by incorporating plants, soil, and microbes engineered to provide treatment at higher flow rates or volumes and with smaller footprints than their natural counterparts. Incoming flows are typically filtered through a planting media (mulch, compost, soil, plants, microbes, etc.) and either infiltrated or collected by an underdrain and delivered to the storm water conveyance system. Tree box filters are an increasingly common type of proprietary biotreatment device that are installed at curb level and filled with a bioretention type soil. For low to moderate flows they operate similarly to bioretention systems and are bypassed during high flows. Tree box filters are highly adaptable solutions that can be used in all types of development and in all types of soils but are especially applicable to dense urban parking lots, street, and roadways. Feasibility Screening Considerations x Proprietary biotreatment devices that are unlined may cause incidental infiltration. Therefore, an evaluation of site conditions should be conducted to evaluate whether the BMP should include an impermeable liner to avoid infiltration into the subsurface. Opportunity Criteria x Drainage areas of 0.25 to 1.0 acres. x Land use may include commercial, residential, mixed use, institutional, and subdivisions. Proprietary biotreatment facilities may also be applied in parking lot islands, traffic circles, road shoulders, and road medians. x Must not adversely affect the level of flood protection provided by the drainage system. OC-Specific Design Criteria and Considerations □ Frequent maintenance and the use of screens and grates to keep trash out may decrease the likelihood of clogging and prevent obstruction and bypass of incoming flows. □ Consult proprietors for specific criteria concerning the design and performance. □ Proprietary biotreatment may include specific media to address pollutants of concern. However, for proprietary device to be considered a biotreatment device the media must be capable of supporting rigorous growth of vegetation. □ Proprietary systems must be acceptable to the reviewing agency. Reviewing agencies shall have the discretion to request performance information. Reviewing agencies shall have the discretion to deny the use of a proprietary BMP on the grounds of performance, maintenance considerations, or other relevant factors. Also known as: ¾Catch basin planter box ¾Bioretention vault ¾Tree box filter Proprietary biotreatment Source: http://www.americastusa.com /index.php/filterra/ TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-70 December 20, 2013 □ In right of way areas, plant selection should not impair traffic lines of site. Local jurisdictions may also limit plant selection in keeping with landscaping themes. Computing Sizing Criteria for Proprietary Biotreatment Device x Proprietary biotreatment devices can be volume based or flow-based BMPs. x Volume-based proprietary devices should be sized using the Simple Design Capture Volume Sizing Method described in Appendix III.3.1 or the Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs described in Appendix III.3.2. x The required design flowrate for flow-based proprietary devices should be computed using the Capture Efficiency Method for Flow-based BMPs described in Appendix III.3.3). In South Orange County, the provided ponding plus pore volume must be checked to demonstrate that it is greater than 0.75 of the remaining DCV that this BMP is designed to address. Many propretary biotreatment BMPs will not be able to meet the definition of “biofiltration” that applies in South Orange County. See Section III.7 and Worksheet SOC-1. Additional References for Design Guidance x Los Angeles Unified School District (LAUSD) Stormwater Technical Manual, Chapter 4: http://www.laschools.org/employee/design/fs-studies-and- reports/download/white_paper_report_material/Storm_Water_Technical_Manual_2009-opt- red.pdf?version_id=76975850 x Los Angeles County Stormwater BMP Design and Maintenance Manual, Chapter 9: http://dpw.lacounty.gov/DES/design_manuals/StormwaterBMPDesignandMaintenance.pdf x Santa Barbara BMP Guidance Manual, Chapter 6: http://www.santabarbaraca.gov/NR/rdonlyres/91D1FA75-C185-491E-A882- 49EE17789DF8/0/Manual_071008_Final.pdf Water Quality Management Plan (WQMP) Westpark Investments, LLC ---------------------------------------------------------------------- Westpark Investments,LLC / Plump Engineering Inc. 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( ' BM P 04 / 3 0 / 1 0 '$ 7 ( -2 % 1 2 95 2 6 - E THTH OR A N G E C O U N T Y WA T E R S H E D MA S T E R P L A N N I N G 25 $ 1 * ( & 2 & $ SU S C E P T I B I L I T Y A N A L Y I S SA N G A B R I E L - C O Y O T E C R E E K !I )HHW 6XVFHSWLELOLW\ 3RWHQWLDO$UHDVRI(URVLRQ+DELWDW 3K\VLFDO6WUXFWXUH6XVFHSWLELOLW\ &KDQQHO7\SH (DUWK8QVWDEOH (DUWK6WDELOL]HG 6WDELOL]HG 7LGHO,QIOXHQFH 0HDQ+LJK:DWHU/LQH :DWHU%RG\ %DVLQ /DNH 5HVHUYRLU 2WKHU/DQGV $LUSRUW0LOLWDU\ 686&(37,%,/,7<0$383$7()(% SITE LOCATION Water Quality Management Plan (WQMP) Westpark Investments, LLC ---------------------------------------------------------------------- Westpark Investments,LLC / Plump Engineering Inc. Attachment D ---------------------------------------------------------------------- Calculation & Worksheet ! 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" # $11% & ' ()* +,)( -,( " ./ )))$0 )))$1& 2' 3. 4 55 55 5 6!7 . 28 9 & ' (: )))$1 ; # " < . 9 < & =& '#$C?=? 1& # "$%<$C?=? > $& #$ 1 & # $11% & . 9 # $== ?& ; # $ 1 < $== < $11% # $% 2 2' 3. 4 55 55 5 @'! . 28 9 & ' (: )))$ @ # " < . < / 1? 5 / = 5& =& .#$ 5 ' TECHNICAL GUIDANCE DOCUMENT 2-34 December 20, 2013 Table 2.7: Infiltration BMP Feasibility Worksheet Infeasibility Criteria Yes No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x 7KH%03FDQRQO\EHORFDWHGOHVVWKDQIHHWDZD\ IURPVORSHVVWHHSHUWKDQSHUFHQW x 7KH%03FDQRQO\EHORFDWHGOHVVWKDQHLJKWIHHWIURP EXLOGLQJIRXQGDWLRQVRUDQDOWHUQDWLYHVHWEDFN x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es The site is located within a plume protection boundary (North Basin Groundwater Protection Project). Infiltration is prohibited within a plume protection boundary. TECHNICAL GUIDANCE DOCUMENT APPENDICES VIII-13 December 20, 2013 Worksheet I: Summary of Groundwater-related Feasibility Criteria 1 Is project large or small? (as defined by Table VIII.2) circle one Large Small 2 What is the tributary area to the BMP? A acres 3 What type of BMP is proposed? 4 What is the infiltrating surface area of the proposed BMP? ABMP sq-ft 5 What land use activities are present in the tributary area (list all) 6 What land use-based risk category is applicable? L M H 7 If M or H, what pretreatment and source isolation BMPs have been considered and are proposed (describe all): 8 What minimum separation to mounded seasonally high groundwater applies to the proposed BMP? See Section VIII.2 (circle one) 5 ft 10 ft 9 Provide rationale for selection of applicable minimum separation to seasonally high mounded groundwater: 10 What is separation from the infiltrating surface to seasonally high groundwater? SHGWT ft 11 What is separation from the infiltrating surface to mounded seasonally high groundwater? Mounded SHGWT ft 12 Describe assumptions and methods used for mounding analysis: 13 Is the site within a plume protection boundary (See Figure Y N N/A TECHNICAL GUIDANCE DOCUMENT APPENDICES VIII-14 December 20, 2013 Worksheet I: Summary of Groundwater-related Feasibility Criteria VIII.2)? 14 Is the site within a selenium source area or other natural plume area (See Figure VIII.2)? Y N N/A 15 Is the site within 250 feet of a contaminated site? Y N N/A 16 If site-specific study has been prepared, provide citation and briefly summarize relevant findings: 17 Is the site within 100 feet of a water supply well, spring, septic system? Y N N/A 18 Is infiltration feasible on the site relative to groundwater- related criteria? Y N Provide rationale for feasibility determination: Note: if a single criterion or group of criteria would render infiltration infeasible, it is not necessary to evaluate every question in this worksheet. Water Quality Management Plan (WQMP) Westpark Investments, LLC ---------------------------------------------------------------------- Westpark Investments,LLC / Plump Engineering Inc. Attachment E ---------------------------------------------------------------------- Soil Report Water Quality Management Plan (WQMP) Westpark Investments, LLC ---------------------------------------------------------------------- Westpark Investments,LLC / Plump Engineering Inc. Attachment F ---------------------------------------------------------------------- Manufacturer’s specification & Documents Modular Wetlands® System Linear A Stormwater Biofiltration Solution A Forterra Company 85% 64% REMOVAL OF TOTAL PHOSPHORUS REMOVAL OF TSS 45%67% REMOVAL OF ORTHO PHOSPHORUS REMOVAL OF NITROGEN 66% REMOVAL OF DISSOLVED ZINC 38% REMOVAL OF DISSOLVED COPPER 69% REMOVAL OF TOTAL ZINC 50% REMOVAL OF TOTAL COPPER 95% REMOVAL OF MOTOR OIL OVERVIEW The Bio Clean Modular Wetlands® System Linear represents a pioneering breakthrough in stormwater technology as the only biofiltration system to utilize patented horizontal flow, allowing for a smaller footprint, higher treatment capacity, and a wide range of versatility. While most biofilters use little or no pretreatment, the Modular Wetlands® incorporates an advanced pretreatment chamber that includes separation and pre-filter cartridges. In this chamber, sediment and hydrocarbons are removed from runoff before entering the biofiltration chamber, reducing maintenance costs and improving performance. Horizontal flow also gives the system the unique ability to adapt to the environment through a variety of configurations, bypass orientations, and diversion applications. The Urban Impact For hundreds of years, natural wetlands surrounding our shores have played an integral role as nature’s stormwater treatment system. But as cities grow and develop, our environment’s natural filtration systems are blanketed with impervious roads, rooftops, and parking lots. Bio Clean understands this loss and has spent years re-establishing nature’s presence in urban areas, and rejuvenating waterways with the Modular Wetlands® System Linear. APPROVALS The Modular Wetlands® System Linear has successfully met years of challenging technical reviews and testing from some of the most prestigious and demanding agencies in the nation and perhaps the world. Here is a list of some of the most high-profile approvals, certifications, and verifications from around the country. VA Washington State Department of Ecology TAPE Approved The MWS Linear is approved for General Use Level Designation (GULD) for Basic, Enhanced, and Phosphorus treatment at 1 gpm/ft2 loading rate. The highest performing BMP on the market for all main pollutant categories. California Water Resources Control Board, Full Capture Certification The Modular Wetlands® System is the first biofiltration system to receive certification as a full capture trash treatment control device. Virginia Department of Environmental Quality, Assignment The Virginia Department of Environmental Quality assigned the MWS Linear the highest phosphorus removal rating for manufactured treatment devices to meet the new Virginia Stormwater Management Program (VSMP) regulation technical criteria. Maryland Department of the Environment, Approved ESD Granted Environmental Site Design (ESD) status for new construction, redevelopment, and retrofitting when designed in accordance with the design manual. MASTEP Evaluation The University of Massachusetts at Amherst – Water Resources Research Center issued a technical evaluation report noting removal rates up to 84% TSS, 70% total phosphorus, 68.5% total zinc, and more. Rhode Island Department of Environmental Management, Approved BMP Approved as an authorized BMP and noted to achieve the following minimum removal efficiencies: 85% TSS, 60% pathogens, 30% total phosphorus, and 30% total nitrogen. ADVANTAGES • FLOW CONTROL • NO DEPRESSED PLANTER AREA • AUTO DRAINDOWN MEANS NO MOSQUITO VECTOR • HORIZONTAL FLOW BIOFILTRATION • GREATER FILTER SURFACE AREA • PRETREATMENT CHAMBER • PATENTED PERIMETER VOID AREA PERFORMANCE The Modular Wetlands® continues to outperform other treatment methods with superior pollutant removal for TSS, heavy metals, nutrients, hydrocarbons, and bacteria. Since 2007 the Modular Wetlands® has been field tested on numerous sites across the country and is proven to effectively remove pollutants through a combination of physical, chemical, and biological filtration processes. In fact, the Modular Wetlands® harnesses some of the same biological processes found in natural wetlands in order to collect, transform, and remove even the most harmful pollutants. CA OPERATION The Modular Wetlands® System Linear is the most efficient and versatile biofiltration system on the market, and it is the only system with horizontal flow which: • Improves performance • Reduces footprint • Minimizes maintenance Figure 1 & Figure 2 illustrate the invaluable benefits of horizontal flow and the multiple treatment stages. Cartridge Housing Pre-filter Cartridge Curb Inlet Figure 1Individual Media Filters HORIZONTAL FLOW • Less clogging than downward flow biofilters • Water flow is subsurface • Improves biological filtration PATENTED PERIMETER VOID AREA • Vertically extends void area between the walls and the WetlandMEDIA™ on all four sides • Maximizes surface area of the media for higher treatment capacity WETLANDMEDIA • Contains no organics and removes phosphorus • Greater surface area and 48% void space • Maximum evapotranspiration • High ion exchange capacity and lightweight FLOW CONTROL • Orifice plate controls flow of water through WetlandMEDIA™ to a level lower than the media’s capacity • Extends the life of the media and improves performance DRAINDOWN FILTER • The draindown is an optional feature that completely drains the pretreatment chamber • Water that drains from the pretreatment chamber between storm events will be treated 2x to 3x more surface area than traditional downward flow bioretention systems.Figure 2, Top View SEPARATION • Trash, sediment, and debris are separated before entering the pre-filter cartridges • Designed for easy maintenance access PRE-FILTER CARTRIDGES • Over 25 sq. ft. of surface area per cartridge • Utilizes BioMediaGREEN™ filter material • Removes over 80% of TSS and 90% of hydrocarbons • Prevents pollutants that cause clogging from migrating to the biofiltration chamber 2 DISCHARGE3 BIOFILTRATION2PRETREATMENT1 PERIMETER V O I D A R E A Flow Control RiserDraindown Line Outlet Pipe Vertical Underdrain Manifold BioMediaGREEN™ WetlandMEDIA™ 1 3 CONFIGURATIONS The Modular Wetlands® System Linear is the preferred biofiltration system of civil engineers across the country due to its versatile design. This highly versatile system has available “pipe-in” options on most models, along with built-in curb or grated inlets for simple integration into your storm drain design. CURB TYPE The Curb Type configuration accepts sheet flow through a curb opening and is commonly used along roadways and parking lots. It can be used in sump or flow-by conditions. Length of curb opening varies based on model and size. GRATE TYPE The Grate Type configuration offers the same features and benefits as the Curb Type but with a grated/drop inlet above the systems pretreatment chamber. It has the added benefit of allowing pedestrian access over the inlet. ADA-compliant grates are available to assure easy and safe access. The Grate Type can also be used in scenarios where runoff needs to be intercepted on both sides of landscape islands. DOWNSPOUT TYPE The Downspout Type is a variation of the Vault Type and is designed to accept a vertical downspout pipe from rooftop and podium areas. Some models have the option of utilizing an internal bypass, simplifying the overall design. The system can be installed as a raised planter, and the exterior can be stuccoed or covered with other finishes to match the look of adjacent buildings. VAULT TYPE The system’s patented horizontal flow biofilter is able to accept inflow pipes directly into the pretreatment chamber, meaning the Modular Wetlands® can be used in end-of-the-line installations. This greatly improves feasibility over typical decentralized designs that are required with other biofiltration/ bioretention systems. Another benefit of the “pipe-in” design is the ability to install the system downstream of underground detention systems to meet water quality volume requirements. ORIENTATIONS INTERNAL BYPASS WEIR (SIDE-BY-SIDE ONLY) The Side-By-Side orientation places the pretreatment and discharge chambers adjacent to one another allowing for integration of internal bypass. The wall between these chambers can act as a bypass weir when flows exceed the system’s treatment capacity, thus allowing bypass from the pretreatment chamber directly to the discharge chamber. EXTERNAL DIVERSION WEIR STRUCTURE This traditional offline diversion method can be used with the Modular Wetlands® in scenarios where runoff is being piped to the system. These simple and effective structures are generally configured with two outflow pipes. The first is a smaller pipe on the upstream side of the diversion weir - to divert low flows over to the Modular Wetlands® for treatment. The second is the main pipe that receives water once the system has exceeded treatment capacity and water flows over the weir. FLOW-BY-DESIGN This method is one in which the system is placed just upstream of a standard curb or grate inlet to intercept the first flush. Higher flows simply pass by the Modular Wetlands® and into the standard inlet downstream. END-TO-END The End-To-End orientation places the pretreatment and discharge chambers on opposite ends of the biofiltration chamber, therefore minimizing the width of the system to 5 ft. (outside dimension). This orientation is perfect for linear projects and street retrofits where existing utilities and sidewalks limit the amount of space available for installation. One limitation of this orientation is that bypass must be external. SIDE-BY-SIDE The Side-By-Side orientation places the pretreatment and discharge chamber adjacent to one another with the biofiltration chamber running parallel on either side. This minimizes the system length, providing a highly compact footprint. It has been proven useful in situations such as streets with directly adjacent sidewalks, as half of the system can be placed under that sidewalk. This orientation also offers internal bypass options as discussed below. DVERT LOW FLOW DIVERSION This simple yet innovative diversion trough can be installed in existing or new curb and grate inlets to divert the first flush to the Modular Wetlands® via pipe. It works similar to a rain gutter and is installed just below the opening into the inlet. It captures the low flows and channels them over to a connecting pipe exiting out the wall of the inlet and leading to the MWS Linear. The DVERT is perfect for retrofit and green street applications that allow the Modular Wetlands® to be installed anywhere space is available. DVERT Trough BYPASS MODEL #DIMENSIONS WETLANDMEDIA SURFACE AREA (sq. ft.) TREATMENT FLOW RATE (cfs) MWS-L-4-4 4’ x 4’23 0.052 MWS-L-4-6 4’ x 6’32 0.073 MWS-L-4-8 4’ x 8’50 0.115 MWS-L-4-13 4’ x 13’63 0.144 MWS-L-4-15 4’ x 15’76 0.175 MWS-L-4-17 4’ x 17’90 0.206 MWS-L-4-19 4’ x 19’103 0.237 MWS-L-4-21 4’ x 21’117 0.268 MWS-L-6-8 7’ x 9’64 0.147 MWS-L-8-8 8’ x 8’100 0.230 MWS-L-8-12 8’ x 12’151 0.346 MWS-L-8-16 8’ x 16’201 0.462 MWS-L-8-20 9’ x 21’252 0.577 MWS-L-8-24 9’ x 25’302 0.693 MWS-L-10-20 10' x 20'302 0.693 VOLUME-BASED DESIGNS HORIZONTAL FLOW BIOFILTRATION ADVANTAGE The Modular Wetlands® System Linear offers a unique advantage in the world of biofiltration due to its exclusive horizontal flow design: Volume-Based Design. No other biofilter has the ability to be placed downstream of detention ponds, extended dry detention basins, underground storage systems and permeable paver reservoirs. The systems horizontal flow configuration and built-in orifice control allows it to be installed with just 6” of fall between inlet and outlet pipe for a simple connection to projects with shallow downstream tie- in points. In the example above, the Modular Wetlands® is installed downstream of underground box culvert storage. Designed for the water quality volume, the Modular Wetlands® will treat and discharge the required volume within local draindown time requirements. DESIGN SUPPORT Bio Clean engineers are trained to provide you with superior support for all volume sizing configurations throughout the country. Our vast knowledge of state and local regulations allow us to quickly and efficiently size a system to maximize feasibility. Volume control and hydromodification regulations are expanding the need to decrease the cost and size of your biofiltration system. Bio Clean will help you realize these cost savings with the Modular Wetlands®, the only biofilter than can be used downstream of storage BMPs. SPECIFICATIONS FLOW-BASED DESIGNS The Modular Wetlands® System Linear can be used in stand-alone applications to meet treatment flow requirements. Since the Modular Wetlands® is the only biofiltration system that can accept inflow pipes several feet below the surface, it can be used not only in decentralized design applications but also as a large central end-of-the-line application for maximum feasibility. ADVANTAGES • BUILT-IN ORIFICE CONTROL STRUCTURE • WORKS WITH DEEP INSTALLATIONS • LOWER COST THAN FLOW-BASED DESIGN • MEETS LID REQUIREMENTS Modular Wetlands® with Arch Plastic Chambers Modular Wetlands® with Box Culvert Prestorage PLANT SELECTION Abundant plants, trees, and grasses bring value and an aesthetic benefit to any urban setting, but those in the Modular Wetlands® System Linear do even more - they increase pollutant removal. What’s not seen, but very important, is that below grade, the stormwater runoff/flow is being subjected to nature’s secret weapon: a dynamic physical, chemical, and biological process working to break down and remove non-point source pollutants. The flow rate is controlled in the Modular Wetlands®, giving the plants more contact time so that pollutants are more successfully decomposed, volatilized, and incorporated into the biomass of the Modular Wetlands’® micro/macro flora and fauna. A wide range of plants are suitable for use in the Modular Wetlands®, but selections vary by location and climate. View suitable plants by visiting biocleanenvironmental.com/plants. INSTALLATION MAINTENANCE The Modular Wetlands® is simple, easy to install, and has a space-efficient design that offers lower excavation and installation costs compared to traditional tree-box type systems. The structure of the system resembles precast catch basin or utility vaults and is installed in a similar fashion. The system is delivered fully assembled for quick installation. Generally, the structure can be unloaded and set in place in 15 minutes. Our experienced team of field technicians is available to supervise installations and provide technical support. Reduce your maintenance costs, man hours, and materials with the Modular Wetlands®. Unlike other biofiltration systems that provide no pretreatment, the Modular Wetlands® is a self-contained treatment train which incorporates simple and effective pretreatment. Maintenance requirements for the biofilter itself are almost completely eliminated, as the pretreatment chamber removes and isolates trash, sediments, and hydrocarbons. What’s left is the simple maintenance of an easily accessible pretreatment chamber that can be cleaned by hand or with a standard vac truck. Only periodic replacement of low-cost media in the pre-filter cartridges is required for long-term operation, and there is absolutely no need to replace expensive biofiltration media. INDUSTRIAL Many states enforce strict regulations for discharges from industrial sites. The Modular Wetlands® has helped various sites meet difficult EPA-mandated effluent limits for dissolved metals and other pollutants. PARKING LOTS Parking lots are designed to maximize space and the Modular Wetlands’® 4 ft. standard planter width allows for easy integration into parking lot islands and other landscape medians. MIXED USE The Modular Wetlands® can be installed as a raised planter to treat runoff from rooftops or patios, making it perfect for sustainable “live-work” spaces. RESIDENTIAL Low to high density developments can benefit from the versatile design of the Modular Wetlands®. The system can be used in both decentralized LID design and cost-effective end-of-the-line configurations. STREETS Street applications can be challenging due to limited space. The Modular Wetlands® is very adaptable, and it offers the smallest footprint to work around the constraints of existing utilities on retrofit projects. COMMERCIAL Compared to bioretention systems, the Modular Wetlands® can treat far more area in less space, meeting treatment and volume control requirements. APPLICATIONS The Modular Wetlands® System Linear has been successfully used on numerous new construction and retrofit projects. The system’s superior versatility makes it beneficial for a wide range of stormwater and waste water applications - treating rooftops, streetscapes, parking lots, and industrial sites. More applications include: • Agriculture • Reuse • Low Impact Development • Waste Water A Forterra Company 122018R1A 5796 Armada Drive Suite 250 Carlsbad, CA 92008 855.566.3938 stormwater@forterrabp.com biocleanenvironmental.com Appendix H Noise Data Construction Generated Noise Building Type Domestic Housing Distance (ft) Construction Noise at 50 Feet (dBA Leq)50 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 83 Excavation 88 Foundation Construction 81 Building Construction 81 Finishing and Site Cleanup 88 Maximum Construction Noise (dBA Leq)20 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 91 Excavation (Site Preparation)96 Foundation Construction 89 Building Construction 89 Paving 96 Average Construction Noise (dBA Leq)220 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 70 Excavation (Site Preparation)75 Foundation Construction 68 Building Construction 68 Paving 75 Maximum Construction Noise (dBA Leq)105 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 77 Excavation (Site Preparation)82 Foundation Construction 75 Building Construction 75 Paving 82 Average Construction Noise (dBA Leq)370 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 66 Excavation (Site Preparation)71 Foundation Construction 64 Building Construction 64 Paving 71 Maximum Construction Noise (dBA Leq)270 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 68 Excavation (Site Preparation)73 Foundation Construction 66 Building Construction 66 Paving 73 Average Construction Noise (dBA Leq)475 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 63 Excavation (Site Preparation)68 Foundation Construction 61 Building Construction 61 Paving 68 Maximum Construction Noise (dBA Leq)10 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 97 Excavation (Site Preparation)102 Foundation Construction 95 Building Construction 95 Paving 102 Average Construction Noise (dBA Leq)85 Construction Phase All Applicable Equipment in Use1 Ground Clearing/Demolition 78 Excavation (Site Preparation)83 Foundation Construction 76 Building Construction 76 Paving 83 East - Commercial/Industrial Uses Source: Bolt, Beranek and Newman, "Noise from Construction Equipment and Operations, Building Equipment, and Home Appliances," prepared for the USEPA, December 31, 1971. Based on analysis for Office Building, Hotel, Hospital, School, and Public Works. North - Residential Uses Northwest - Office Uses Southwest - Residential Uses Construction Generated Vibration North - Residential Uses Closest Distance (feet): 20 Approximate RMS a Approximate RMS 66 73.000 Equipment inch/second inch/second Vibratory roller 0.21 0.293 Large bulldozer 0.089 0.124 Small bulldozer 0.003 0.004 Jackhammer 0.035 0.049 Loaded trucks 0.076 0.106 Criteria 0.250 1700 Northwest - Office Uses Closest Distance (feet): 105 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Vibratory roller 0.21 0.024 Large bulldozer 0.089 0.010 Small bulldozer 0.003 0.000 Jackhammer 0.035 0.004 Loaded trucks 0.076 0.009 Criteria 0.250 Southwest - Residential Uses Closest Distance (feet): 270 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Vibratory roller 0.21 0.006 Large bulldozer 0.089 0.003 Small bulldozer 0.003 0.000 Jackhammer 0.035 0.001 Loaded trucks 0.076 0.002 Criteria 0.250 East - Commercial/Industrial Uses Closest Distance (feet): 5 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Vibratory roller 0.21 2.348 Large bulldozer 0.089 0.995 Small bulldozer 0.003 0.034 Jackhammer 0.035 0.391 Loaded trucks 0.076 0.850 Criteria 0.250 Based on distance to nearest structure 1. Determined based on use of jackhammers or pneumatic hammers that may be used for pavement demolition at a distance of 25 feet Notes: RMS velocity calculated from vibration level (VdB) using the reference of one microinch/second. Source: Based on methodology from the United States Department of Transportation Federal Transit Administration, Transit Noise and Vibration Impact Assessment (2006). ParkWest Traffic Noise d 24-hour Traffic Volume Distance to CNEL from Roadway Centerline Noise Level (CNEL or Ldn) at Distance from Roadway Centerline e e Future Future Existing Future No Project Future With Project Change Change p Without With 50.0 60 65 70 50.0 60 65 70 50.0 60 65 70 From due to Roadway Segment S Existing Project Project Feet CNEL CNEL CNEL Feet CNEL CNEL CNEL Feet CNEL CNEL CNEL Existing Project Commonwealth Avenue W/O Harbor Boulevard 30 14,700 16,300 16,609 71.0 269 125 58 71.4 288 134 62 71.5 292 135 63 0.5 0.1 W/O Pomona Avenue 30 14,700 16,200 16,406 71.0 269 125 58 71.4 287 133 62 71.4 289 134 62 0.5 0.1 W/O Lemon Street 30 14,200 15,700 16,009 70.8 263 122 57 71.2 281 130 61 71.3 285 132 61 0.5 0.1 E/O Lemon Street 30 16,300 17,900 18,312 71.4 288 134 62 71.8 307 142 66 71.9 311 145 67 0.5 0.1 Santa Fe Avenue W/O Harbor Boulevard 25 1,800 1,700 1,803 60.8 56 26 12 60.5 54 25 12 60.8 56 26 12 0.0 0.3 W/O Pomona Avenue 25 2,200 2,300 3,124 61.6 64 30 14 61.8 66 31 14 63.2 81 38 18 1.5 1.3 W/O Lemon Street 25 1,000 1,000 1,618 58.2 38 18 8 58.2 38 18 8 60.3 52 24 11 2.1 2.1 E/O Lemon Street 25 600 600 600 56.0 27 13 6 56.0 27 13 6 56.0 27 13 6 0.0 0.0 Harbor Boulevard N/O Commonwealth Avenue35 22,200 23,900 24,106 72.8 358 166 77 73.1 376 174 81 73.2 378 175 81 0.4 0.0 N/O Santa Fe Avenue 35 24,800 26,600 26,909 73.3 385 179 83 73.6 404 187 87 73.7 407 189 88 0.4 0.1 S/O Santa Fe Avenue 35 25,600 27,400 27,812 73.4 393 183 85 73.7 412 191 89 73.8 416 193 90 0.4 0.1 Pomona Avenue N/O Commonwealth Avenue25 2,500 2,600 2,703 62.2 70 33 15 62.4 72 33 16 62.5 74 34 16 0.3 0.2 N/O Santa Fe Avenue 25 2,200 2,300 2,918 61.6 64 30 14 61.8 66 31 14 62.9 78 36 17 1.2 1.0 Lemon Street N/O Commonwealth Avenue40 16,600 18,000 18,206 72.5 343 159 74 72.9 362 168 78 72.9 365 169 79 0.4 0.0 N/O Santa Fe Avenue 40 20,000 21,600 21,909 73.4 388 180 84 73.7 409 190 88 73.7 412 191 89 0.4 0.1 S/O Santa Fe Avenue 40 20,200 21,900 22,209 73.4 391 181 84 73.7 412 191 89 73.8 416 193 90 0.4 0.1 Assumptions: Simplified to 2 lanes 6.1 meters=20.0 future 6.1 meters=20.0 Noise path decay parameter for hard site Calculations using methods of Federal Highway Administration Highway Traffic Noise Prediction Model , December, 1978. Baseline California vehicle noise levels from Caltrans, TAN 95-03, 1995 Source of standard assumptions: 24-hour distribution of traffic volumes: 70% day (7-7), 15% evening (7-10), 15% night (10-7) Analysis of L.A. County 24-hour traffic counts for selected arterial streets conducted by Pat Mann for Inglewood Noise Element, 1974 Truck Mix ARB standard fleet mix for air quality analysis Heavy trucks for noise model includes heavy diesel tractor-trailers only Medium trucks for noise model includes buses and bobtail trucks Autos includes cars, vans, pickups and light trucks Appendix I Parking Study, Local Transportation Analysis, and Vehicle Miles Traveled Analysis ASSOCIATED TRANSPORTATION ENGINEERS 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 • (805)687-4418 • main@atesb.com Since 1978 Richard L. Pool, P.E. Scott A. Schell Engineering • Planning • Parking • Signal Systems • Impact Reports • Bikeways • Transit August 23, 2022 22041M01 City of Fullerton Public Works 200 E. Santa Clara Street San Jose, CA 95113 SCOPING MEMORANDUM FOR THE FULLERTON APARTMENTS AND HOTEL PROJECT - CITY OF FULLERTON Associated Transportation Engineers (ATE) is submitting a Scope of Work (SOW) for a Local Transportation Analysis (LTA) and Vehicle Miles Traveled (VMT) for the Fullerton Apartments and Hotel Project. The SOW is based on the City of Fullerton Transportation Assessment Policies and Procedures. PROJECT DESCRIPTION As shown on Figure 1, the Project site is located at 1799 Hamilton Avenue. The Project consists of 286 apartment units, a 124-room hotel and 3,570 square-feet of retail commercial space. As shown on the Project site plan (attached Figure 1), site access will be provided via driveway connections to Santa Fe Avenue and Pomona Avenue. PROJECT TRIP GENERATION Trip generation estimates were calculated for the Project based on the steps recommended for mixed-use projects in the Institute of Transportation Engineers (ITE), Trip Generation Manual, 11th Edition.1 Given that the Project includes a mix of land uses (residential, hotel, and retail), the trip generation steps include: 1) calculating trip generation based on ITE rates and 2) calculating internal trips that would remain on-site and not affect the adjacent street network. ITE Rates. The ITE trip rates for Multi-Family Housing (Mid-Rise - Land Use Code #221), Hotel (Land Use Code #310) and Shopping Plaza - No Supermarket (Land Use Code #821), were used in the trip generation analysis for the residential and commercial components of the Project. Internal Capture. A portion of the trips made within the Project site between the residential and 1 Trip Generation, Institute of Transportation Engineers, 11th Edition, 2017. PROJECT SITE PLAN A T SSOCIATED RANSPORTATION E NGINEERS FIGURE N NOT TO SCALE - ATE#22041GM 1 City of Fullerton Public Works Department 2 August 23, 2022 retail commercial will be internal to the site and not affect the study-area street network. The trip generation analysis assumes that 7% of the PM peak hour trips would be internal capture trips. These internal capture rates were determined based on the Transportation Research Board (TRB) National Cooperative Highway Research Program (NCHRP) Report 684: Enhanced Internal Trip Capture Estimation of Mixed-Use Developments (worksheet attached). In addition, the residential units are within walking distance of commercial uses (retail, restaurants, entertainment etc.) located within a ½ mile radius of the Project site. There is also frequent transit service in downtown area of Fullerton to accommodate trips made by residents of the Project. The trip generation analysis therefore assumes a mode split of 10% for non- motorized trips and transit mode split for the residential and hotel component. Table 1 shows the trip generation estimates for the Project. Table 1 Project Trip Generation Land Use Size ADT AM Peak Hour PM Peak Hour Entering Exiting Total Entering Exiting Total Proposed Shopping Center: Apartments Hotel Retail Commercial 286 Units 124 Rooms 3,570 Sq.Ft. 1,358 991 241 52 32 4 40 25 2 92 57 6 36 37 7 47 36 11 83 73 18 Total Trips: 2,590 88 67 155 80 94 174 Total External Trips 2,486(a) 72 51 123 60 67 127 (a) External ADT (96 percent) based the average of 0 percent AM and 7 percent PM internal capture rates. The data presented in Table 1 indicate that the Project would generate 2,486 average daily trips (ADT), 123 AM peak hour trips and 127 PM peak hour trips that would be external to the site and added to the adjacent street system. PROJECT TRIP DISTRIBUTION Traffic generated by the Project was distributed onto the study -area street network based on the trip distribution percentages presented in Table 2 and illustrated on Figure 2 (attached). The distribution pattern was developed based on estimated service area for the Project. Table 2 Project Trip Distribution Route Origin/Destination Percentage Commonwealth Avenue East West 15% 20% Santa Fe Avenue West 5% Harbor Boulevard North South 10% 20% Pomona Avenue North 5% Lemon Street North South 10% 15% 100% PROJECT SITE Commonwealth Ave 1 2 3 654 Sante Fe Ave H a r b o r B l v d Po m o n a A v e Le m o n S t PROJECT TRIP DISTRIBUTION AND ASSIGNMENT A T SSOCIATED RANSPORTATION E NGINEERS FIGURE N NOT TO SCALE - ATE#22041GM 2 1 2 (9)7 3( 4 ) 9(10) (3 ) 4 (7 ) 1 0 (6 ) 8 (2)3 (5)7 3( 4 ) 3( 3 ) 6(7) 6(7) (3 ) 4 (5 ) 6 3 4 (8)10 (10)13 (2)3 9( 1 1 ) 3(4)(1 4 ) 1 2 (5)4 (6)5 3( 4 ) 3( 3 ) 5(4) 3(2) (3 ) 4 (4 ) 5 5 6 7( 9 ) 9(7) 15(8) (1 1 ) 9 (15)18 8( 5 ) 8(10) LEGEND %- Distribution Percentage - (AM)PM Peak Hour Volume(XX)XX 20% 10% 5% 20% 5%10% 15% 15% 16(19) City of Fullerton Public Works Department 3 August 23, 2022 POTENTIAL TRAFFIC IMPACTS The preliminary trip assignment of Project peak hour trip additions to the local street system would not be significant. STUDY-AREA The traffic study will analyze the following 6 study-area intersections in the vicinity of the Project. • Commonwealth Avenue/Harbor Boulevard • Commonwealth Avenue/Pomona Avenue • Commonwealth Avenue/Lemon Street • Santa Fe Avenue/Harbor Boulevard • Santa Fe Avenue/Pomona Avenue • Santa Fe Avenue/Lemon Street DATA COLLECTION New AM and PM peak hour, pedestrian and bicycle counts will be collected. ATE will document the following information in the field. • Lane Configuration • Signal timing and phasing • Land Use in the study-area • Existing pedestrian and bicycle facilities • On-street parking conditions • Transit facilities (Rail and Bus) ANALYSIS SCENARIOS • Existing Conditions • Existing + Project Opening Year without Project Conditions • Existing + Project Opening Year with Project Conditions • General Plan Buildout without Project Conditions • General Plan Buildout with Project Conditions METHODOLOGY AND EVALUATION Once forecast assumptions are confined, ATE will conduct capacity analysis at the study-area intersections during the AM and PM peak hour periods. Synchro 10 software and the Highway Capacity Manual (HCM) 6th Edition will be used to evaluate the operation of the study-area intersections and the Project driveways. SITE ACCESS AND CIRCULATION Site access to the Project site is provided via driveway connections on Santa Fe Avenue and Pomona Avenue. Site access and circulation will be evaluated. Project access is considered City of Fullerton Public Works Department 4 August 23, 2022 constrained if the addition of Project trips to the study-area intersection would contribute to unacceptable queueing or vehicle delays. Unacceptable extended queue may be defined as spill over from turn pockets into through lanes and spill into intersections. VEHICLE MILES TRAVELED ANALYSIS ATE will prepare a Vehicle Miles Traveled (VMT) for the Project using the adopted City of Fullerton and State of California VMT criteria. The VMT analysis will evaluate the availability of transit, bicycle and pedestrian facilities in the vicinity of the Project. Mitigation measure will be developed based on OPR guidance in the Technical Advisory on Evaluating Transportation Impacts for VMT and recommended CAPCOA trip reduction measures. NEXT STEPS Once the proposed SOW is approved in writing by the City of Fullerton Public Works staff, ATE will prepare the LTA for the Fullerton Apartments and Hotel Project. Associated Transportation Engineers By: Richard L. Pool, P.E. President attachments: Figure 1 - Project Site Plan Figure 2 - Project Trip Distribution and Assignment TRANSPORATION ASSESSMENT POLICIES AND PROCEEDURES (TAPP) WORKSHEET PROJECT NUMBER TBD PROJECT NAME WestPark Fullerton Station PROJECT LOCATION 200 E. Santa Fe Avenue / 215 E. Santa Fe Avenue APN(s) 033-030-18, 033-032-04, 033-032-28, 033-032-27 PROJECT PLANNER Bradley Misner PROPOSED LAND USES 286 multi-family residential units, 140 room hotel, & 3,570 retail in two separate buildings. EXISTING LAND USES TO BE REMOVED Existing parking structure and surface parking lots VMT SCREENING ☐Project is exempt from CEQA; therefore, a VMT Analysis is not required. ☒Project passes Primary and Secondary Screening; therefore, a VMT Analysis is not required. ☐Project fails screening; therefore, a VMT Analysis is required. Primary Screening The Proposed Project: ☒Located in a Transit Priority Area ☐Located in a Low VMT-generating area ☐Project type is presumed to have a less than significant impact ☐Project generates less than 836 VMT If any of the above boxes are checked, the project passes Primary Screening and the Project Planner completes applicable Secondary Screening. Secondary Screening – Transit Priority Area The Proposed Project: ☐Has a Floor Area Ratio (FAR) of less than 0.75 ☐Is overparked in relation to City Code. ☐Is inconsistent with the applicable Sustainable Communities Strategy ☐Replaces affordable residential units with a smaller number of moderate- or high-income residential units. If any of the above boxes are checked, the project fails Secondary Screening. Secondary Screening – Low VMT-generating Area The Proposed Project: ☐Is inconsistent with the existing land use 1 (i.e. if the project is proposing single-family housing, there should be existing single-family housing of approximately the same density); or ☐Has a unique attribute that would otherwise be misrepresented utilizing the data from the travel demand model such as including land uses that would alter the existing built environment in such a way as to increase the rate or length of vehicle trips. If any of the above boxes are checked, the project fails Secondary Screening. 1 Residential and office projects located within a low VMT area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment- related and mixed- use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per service population that is similar to the existing land uses in the low VMT area. VMT ANALYSIS ☒Preliminary project analysis reveals no probable VMT impact, therefore, no further study is required. ☐Project may have a VMT impact and thus a VMT Analysis is required. The Proposed Project: Estimated Daily Trips: 4,278 Average Trip Length: 7.0 Service Population 908 VMT per Service Population: 32.9 VMT Credit: 0 Target VMT per Service Population Threshold: 29.6 Percentage above/below VMT Target: 11.15% City Traffic Engineer’s Finding: The proposed project demolishes a City parking structure and surface parking lot to construct two separate buildings over multiple lots in the vicinity of the Fullerton Station. The proposed project will replace existing public parking in-kind and include multi-family residential units, a hotel, and retail. The proposed project is located within a Transit Priority Area (TPA), will have a floor area ratio greater than 0.75, and will not be overparked as to City Code. Consistent with the City of Fullerton TAPP and the State of California’s Technical Advisory on Evaluating Transportation Impacts in CEQA, the project is presumed have a less-than-significant transportation impact. The implementation of the proposed project will result an increase in trips and VMT over the existing parking facilities; however, the resulting VMT is anticipated to be acceptable in consideration of the State’s environmental and housing goals. Therefore, based on this review it is reasonable to conclude that the proposed project will have no probable VMT impact and thus no further study is required. LOS SCREENING ☐Project is not expected to have an effect on transportation; therefore, a LOS Analysis is not required. ☒Project fails screening and may have a potential effect on transportation; therefore, a LOS Analysis is required. The Proposed Project: Peak Hour Trip Generation: AM: 146 PM: 166 Peak Hour Trip Credit: AM: 0 PM: 0 Proposed Project Net Peak Trip Generation: AM: 146 PM: 166 ☒AM or PM peak hour trip generation is anticipated to exceed 40 net new vehicle trips. ☐The combination of land use and location necessitates further study. If any of the above boxes are checked, the project fails LOS Screening. Approved by: David Roseman City Traffic Engineer September 23, 2022 Project Information Project Trips and VMT Information Project Name Opening Year 2026 VMT Methodology Origin Destination (OD) Parcel Number ( OCTAM TAZ#114 ) Daily Trips: 4278 Average Trip Length: 7.0 Service Population: 908 Screening Criteria for Fullerton Is the project location in a Transit Priority Area?Yes Project VMT Thresholds Comparison Is the project location in a low VMT generating zone?No OPR Guidance (15% Below Existing) Is the Project one of these land use types?No GHG Reduction Targets (14.3% Below Existing) (show land use types)Below Existing Does the project generate fewer than 836 VMT?No Better than General Plan Buildout (enter project land use in the section below) The Project can be considered for screening from additional analysis. Please refer to the ‘secondary screening checks’ table in the User Guide. Project Land Use Information Unit Residential : Single Family Homes 0 Dwelling Units Residential : MultiFamily Homes 286 Dwelling Units Existing V Project VMT per service popu Chart Min29.7 32.9 20.0 Office 0.000 1,000 Sqaure Feet VMT per service populationCheckboxes Retail 3.570 1,000 Sqaure Feet FALSE OPR Guid 25.2 25.2 25.2 25.2FALSEGHG Red 25.4 25.4 25.4 25.4 Industrial 0.000 1,000 Sqaure Feet FALSE Below Exis 29.7 29.7 29.7 29.7TRUEMaximum 29.6 29.6 29.6 29.6 Private School 0 Students University 0 Students Entertainment 0.000 1,000 Sqaure Feet Hotel 124 Rooms 033-032-04, 033-032-28, 033-032-27, 033-030-18 Parkwest Fullerton Station 29.7 32.9 01234567891011121314151617181920212223242526272829303132333435 Existing VMT per service population Project VMT per service population North Orange County Collaborative VMT Traffic Study Screening Tool VMT per service population 32.9 29.6 012345678910111213141516171819202122232425262728293031323334 VMT Comparison GPB NOCC+ Appendix J AB 52 and SB 18 Letters CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com July 18, 2022 Mr. Sam Dunlap VIA EMAIL Gabrielino – Tongva Tribe TongvaTCR@gmail.com Subject: Assembly Bill 52 (Public Resources Code §21080.3.1): Proposed Parkwest Development Project, City of Fullerton, Orange County, California Dear Mr. Dunlap: Pursuant to the provisions of Assembly Bill 52 (AB 52), the City of Fullerton (hereinafter referred to as the City), the lead agency pursuant to the California Environmental Quality Act (CEQA) for the proposed ParkWest Development Project (hereinafter referred to as Project), hereby extends an invitation to consult on the CEQA review for the Project. An Initial Study/Mitigated Negative Declaration (IS/MND) is being prepared for the Project to analyze the environmental impacts of the Project and to define mitigation to reduce or avoid any Project impacts, including those related to tribal cultural resources. The proposed ParkWest Development Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terry’s Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR-90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com AB 52 requires lead agencies to consult with the California Native American tribes that request such consultation in writing prior to adopting or amending a General Plan or Specific Plan, or the agency’s release of a Notice of Preparation (NOP) of an Environmental Impact Report (EIR) or notice of a Mitigated Negative Declaration (MND), or Negative Declaration (ND). To that end, the City is notifying you of this Project. AB 52 allows tribes 30 days after receiving notification to request consultation. Your participation in this local planning process is important. The City would welcome a response at your earliest possible convenience, but no later than 30 days after receiving this letter. Should we not receive a response within 30 days, we will presume that you have declined consultation under AB 52. Please do not hesitate to let me know if you have any questions or would like to discuss the proposed Project. I can be reached by email at bradley.misner@cityoffullerton.com. Witten correspondence regarding this matter can also be sent to: Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Thank you very much for your assistance. Sincerely, Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Attachments: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com July 18, 2022 Mr. Joseph Ontiveros VIAL EMAIL Cultural Resources Director Jontiveros@soboba-nsn.gov Soboba Band of Luiseno Indians P.O. Box 487 San Jacinto, CA 92581 Subject: Assembly Bill 52 (Public Resources Code §21080.3.1): Proposed Parkwest Development Project, City of Fullerton, Orange County, California Dear Mr. Ontiveros: Pursuant to the provisions of Assembly Bill 52 (AB 52), the City of Fullerton (hereinafter referred to as the City), the lead agency pursuant to the California Environmental Quality Act (CEQA) for the proposed ParkWest Development Project (hereinafter referred to as Project), hereby extends an invitation to consult on the CEQA review for the Project. An Initial Study/Mitigated Negative Declaration (IS/MND) is being prepared for the Project to analyze the environmental impacts of the Project and to define mitigation to reduce or avoid any Project impacts, including those related to tribal cultural resources. The proposed ParkWest Development Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terry’s Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR-90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. AB 52 requires lead agencies to consult with the California Native American tribes that request such consultation in writing prior to adopting or amending a General Plan or Specific Plan, or the agency’s release of a Notice of Preparation (NOP) of an Environmental Impact Report (EIR) or notice of a Mitigated Negative Declaration (MND), or Negative Declaration (ND). To that end, the City is notifying you of this Project. AB 52 allows tribes 30 days after receiving notification to request consultation. Your participation in this local planning process is important. The City would welcome a response at your earliest possible convenience, but no later than 30 days after receiving this letter. Should we not receive a response within 30 days, we will presume that you have declined consultation under AB 52. Please do not hesitate to let me know if you have any questions or would like to discuss the proposed Project. I can be reached by email at bradley.misner@cityoffullerton.com. Witten correspondence regarding this matter can also be sent to: Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Thank you very much for your assistance. Sincerely, Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Attachments: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com July 18, 2022 Ms. Joyce Stanfield Perry VIA EMAIL Tribal Manager Kaamalam@gmail.com Juaneno Band of Mission Indians – Acjachemen Nation 4955 Paseo Segovia Irvine, CA 92603 Subject: Assembly Bill 52 (Public Resources Code §21080.3.1): Proposed Parkwest Development Project, City of Fullerton, Orange County, California Dear Ms. Perry: Pursuant to the provisions of Assembly Bill 52 (AB 52), the City of Fullerton (hereinafter referred to as the City), the lead agency pursuant to the California Environmental Quality Act (CEQA) for the proposed ParkWest Development Project (hereinafter referred to as Project), hereby extends an invitation to consult on the CEQA review for the Project. An Initial Study/Mitigated Negative Declaration (IS/MND) is being prepared for the Project to analyze the environmental impacts of the Project and to define mitigation to reduce or avoid any Project impacts, including those related to tribal cultural resources. The proposed ParkWest Development Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terry’s Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR-90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. AB 52 requires lead agencies to consult with the California Native American tribes that request such consultation in writing prior to adopting or amending a General Plan or Specific Plan, or the agency’s release of a Notice of Preparation (NOP) of an Environmental Impact Report (EIR) or notice of a Mitigated Negative Declaration (MND), or Negative Declaration (ND). To that end, the City is notifying you of this Project. AB 52 allows tribes 30 days after receiving notification to request consultation. Your participation in this local planning process is important. The City would welcome a response at your earliest possible convenience, but no later than 30 days after receiving this letter. Should we not receive a response within 30 days, we will presume that you have declined consultation under AB 52. Please do not hesitate to let me know if you have any questions or would like to discuss the proposed Project. I can be reached by email at bradley.misner@cityoffullerton.com. Witten correspondence regarding this matter can also be sent to: Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Thank you very much for your assistance. Sincerely, Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Attachments: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com July 18, 2022 Mr. Andrew Salas VIA EMAIL Chairman Chairman@gabrielenoindians.org Gabrieleno Band of Mission Indians – Kizh Nation P.O. Box 393 Covina, CA 91723 Subject: Assembly Bill 52 (Public Resources Code §21080.3.1): Proposed Parkwest Development Project, City of Fullerton, Orange County, California Dear Mr. Salas: Pursuant to the provisions of Assembly Bill 52 (AB 52), the City of Fullerton (hereinafter referred to as the City), the lead agency pursuant to the California Environmental Quality Act (CEQA) for the proposed ParkWest Development Project (hereinafter referred to as Project), hereby extends an invitation to consult on the CEQA review for the Project. An Initial Study/Mitigated Negative Declaration (IS/MND) is being prepared for the Project to analyze the environmental impacts of the Project and to define mitigation to reduce or avoid any Project impacts, including those related to tribal cultural resources. The proposed ParkWest Development Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terry’s Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR-90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. CITY OF FULLERTON _______________________________________________________________________________________________________________________________________________ Community & Economic Development Department THE EDUCATION COMMUNITY 303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. AB 52 requires lead agencies to consult with the California Native American tribes that request such consultation in writing prior to adopting or amending a General Plan or Specific Plan, or the agency’s release of a Notice of Preparation (NOP) of an Environmental Impact Report (EIR) or notice of a Mitigated Negative Declaration (MND), or Negative Declaration (ND). To that end, the City is notifying you of this Project. AB 52 allows tribes 30 days after receiving notification to request consultation. Your participation in this local planning process is important. The City would welcome a response at your earliest possible convenience, but no later than 30 days after receiving this letter. Should we not receive a response within 30 days, we will presume that you have declined consultation under AB 52. Please do not hesitate to let me know if you have any questions or would like to discuss the proposed Project. I can be reached by email at bradley.misner@cityoffullerton.com. Witten correspondence regarding this matter can also be sent to: Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Thank you very much for your assistance. Sincerely, Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Attachments: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Charles Alvarez VIA EMAIL Gabrielino-Tongva Tribe roadkingcharles@aol.com 23454 Vanowen Street West Hills, California 91307 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Alvarez: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Charles Alvarez July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Matias Belardes, Chairperson VIA EMAIL Juaneño Band of Mission Indians Acjachemen Nation kaamalam@gmail.com 32161 Avenida Los Amigos San Juan Capistrano, California 92675 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Belardes: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Matias Belardes July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputy Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Robert Dorame, Chairperson VIA EMAIL Gabrielino Tongva Indians of California Tribal Council gtongva@gmail.com P.O. Box 490 Bellflower, California 90707 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Dorame: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Robert Dorame July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Michael Garcia, Vice Chairperson VIA EMAIL Ewiiaapaayp Tribal Office michaelg@leaningrock.net 4054 Willows Road Alpine, California 91901 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Garcia: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Michael Garcia July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Ms. Shasta Gaughen, Tribal Historic Preservation Officer VIA EMAIL Pala Band of Mission Indians sgaughen@palatribe.com 35008 Pala-Temecula Road PMB Box 50 Pala, California 92059 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Ms. Gaughen: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian Ms. Shasta Gaughen July 18, 2022 Page 2 bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Sandonne Goad, Chairperson VIA EMAIL Gabrielino/ Tongva Nation sgoad@gabrielino-tongva.com 106 1/2 Judge John Aiso Street #231 Los Angeles, California 90012 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Sandonne Goad: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Sandonne Goad July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Ralph Goff, Chairperson VIA EMAIL Campo Band of Diegueno Mission Indians rgoff@campo-nsn.gov 36190 Church Road, Suite 1 Campo, California 91906 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Goff: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Ralph Goff July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Michael Linton, Chairperson VIA EMAIL Mesa Grande Band of Diegueno Mission Indians mesagrandeband@msn.com P.O. Box 270 Santa Ysabel, California 92070 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Michael Linton: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Michael Linton July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Cody Martinez, Chairperson VIA EMAIL Sycuan Band of Kumeyaay Nation ssilva@sycuan-nsn.gov 1 Kwaaypaay Ct. El Cajon, California 92019 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Martinez: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Cody Martinez July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Ms. Javaughn Miller, Tribal Administrator VIA EMAIL La Posta Band of Diegueno Mission Indians jmiller@LPtribe.net 8 Crestwood Road Boulevard, California 91905 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Ms. Miller: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Ms. Javaughn Miller July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Anthony Morales, Chairperson VIA EMAIL Gabrieleno/Tongva San Gabriel Band of Mission Indians GTTribalcouncil@aol.com P.O. Box 693 San Gabriel, California 91778 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Morales: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Anthony Morales July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Ms. Gwendolyn Parada, Chairperson VIA EMAIL La Posta Band of Diegueno Mission Indians LP13boots@aol.com 8 Crestwood Road Boulevard, California 91905 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Ms. Parada: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Ms. Gwendolyn Parada July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Robert Pinto, Chairperson VIA EMAIL Ewiiaapaayp Tribal Office wmicklin@leaningrock.net 4054 Willows Road Alpine, California 91901 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Pinto: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Mr. Robert Pinto July 18, 2022 Page 2 Avenue to the hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Ms. Lovina Redner, Tribal Chair VIA EMAIL Santa Rosa Band of Cahuilla Indians lsaul@santarosa-nsn.gov P.O. Box 391820 Anza, California 92539 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Ms. Redner: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the Ms. Lovina Redner July 18, 2022 Page 2 hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Andrew Salas, Chairperson Gabrieleno Band of Mission Indians - Kizh Nation P.O. Box 393 Covina, California 91723 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Salas: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the Mr. Andrew Salas July 18, 2022 Page 2 hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Ms. Angela Elliott Santos, Chairperson Manzanita Band of Kumeyaay Nation P.O. Box 1302 Boulevard, California 91905 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Ms. Santos: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the Ms. Angela Elliott Santos July 18, 2022 Page 2 hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive Suite 300 Santa Ana, CA 92707 Tel 714.751.7373 Fax 714.545.8883 www.Psomas.com July 18, 2022 Mr. Isaiah Vivianco, Chairperson VIA EMAIL Soboba Band of Luiseno Indians ivivanco@soboba-nsn.gov P.O. Box 487 San Jacinto, California 92581 Subject: Invitation to Consult Under Senate Bill 18, Specific Plan Amendment for the Proposed Parkwest Project, Fullerton, Orange County, California Dear Mr. Vivianco: This letter is to inform you of the proposed Parkwest Project (hereinafter referred to as Project or proposed Project) in Fullerton, Orange County, California, and to formally invite you to request consultation with the City of Fullerton (hereinafter referred to as the City) regarding the Project pursuant to Senate Bill 18 (SB 18). Please see the attached Exhibit 1, for the proposed Project’s location. SB 18 became effective on March 1, 2005, and it requires local governments to invite Native American tribes, identified by the Native American Heritage Commission (NAHC), to participate in consultation about the General Plan and Specific Plan adoptions or amendments for the purpose of preserving or mitigating potential impacts from a project to Native American cultural places. The proposed Project would necessitate amendments to the Fullerton Transportation Center Specific Plan and is therefore subject to the requirements for SB 18. The proposed Parkwest Project, within the Fullerton Transportation Center Specific Plan, would involve re-development of a 2.5-acre site with apartment units, hotel, retail, restaurant, a pedestrian bridge, and parking, located at the southeast corner of South Pomona Avenue and East Santa Fe Avenue and northeast corner of South Pomona Avenue and East Santa Fe Avenue. The site is bound by Metrolink and Amtrak Transportation corridor to the south and Terrys Automotive to the east. Local access to the site is provided by Harbor Boulevard, Commonwealth Avenue, and Lemon Street, and regional access is provided by State Route 57 (SR-57) to the east, Interstate 5 (I-5) to the west, SR-91 to the south, and SR- 90 to the north. Regional access is also provided by Santa Fe Train Depot (Fullerton Amtrak/Metrolink station). The site is currently developed with surface parking and a parking structure, which provides parking for Amtrak and Metrolink commuters. The proposed Project is a multi-story development, ranging from 8 to 10 stories in height. The Project proposes to: 1) construct 163 apartments, 209-room hotel, 4,800 square feet of retail, and roof-top restaurant at the southeast corner of South Pomona Avenue and East Santa Fe Avenue; 2) demolish the existing parking structure including the private parking lot at the northeast corner of South Pomona Avenue and East Santa Fe Avenue and construct 107 apartments on that site; 3) reconfigure the surface parking lot in front of the Train Depot to provide better flow and parking; and 4) construct a pedestrian bridge over East Santa Fe Avenue connecting the new parking structure on the north side of East Santa Fe Avenue to the Mr. Isaiah Vivianco July 18, 2022 Page 2 hotel and apartments on the south side of East Santa Fe Avenue. Plans for creating a more efficient and user-friendly parking system are currently under consideration. The proposed Project is within the Fullerton Transportation Center Specific Plan for which an Environmental Impact Report (EIR) was previously prepared. Implementation of the proposed Project would require a Specific Plan Amendment. Your participation in this local planning process is important. If you possess any information or knowledge regarding Native American Sacred Lands or other tribal cultural resources in and around the Project site and wish to consult with the City regarding these resources or mitigation measures to reduce the potential impacts of the proposed Project, please direct your email to kfritzal@cityoffullerton.com or send your written correspondence on this matter to: Kellee Fritzal Acting Deputing Community & Economic Development Director City of Fullerton Community & Economic Development Department 303 W. Commonwealth Avenue Fullerton, CA 92832 Should your tribe participate in the consultation process, please note that at your request, any sensitive information you share with the City regarding cultural places and/or sacred sites will be kept strictly confidential and will not be divulged to the public. Thank you for your participation in this process. Sincerely, Charles Cisneros, RPA Senior Archaeologist Attachment: Exhibit 1, Department of Parks and Recreation Location Map LA HABRA QUADRANGLE ANAHEIM QUADRANGLE State of California -- The Resources AgencyDEPARTMENT OF PARKS AND RECREATION Primary #HRI #TrinomialLOCATION MAP Page 1 of 1 *Map Name:*Scale:Anaheim 1:24,000 DPR 523J (1/95)*Required Information Project Site Half-Mile Buffer of Project Site *Resource Name or #:_____________ *Date of Map:Digital 2014 Source: USGS 7.5 Minute Quadrangle Anaheim Township: 03S Range: 10W Section: 34 I 5 Hutton Centre Drive, Suite 300 Santa Ana, CA092707 www.Psomas.com