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Home My WebLink AboutDraft Initial Study/Mitigated Negative Declaration - Part 2- Appendices Huntington Plaza Mixed-Use Project Initial Study/ Mitigated Negative Declaration Appendices A through H Submitted to City of Arcadia Development Services Department 240 West Huntington Drive Arcadia, California 91066 Contact: Luis Torrico T: (626) 574-5442 Prepared by Psomas 3 Hutton Centre Drive, Suite 200 Santa Ana, California 92707 T: (714) 751-7373 April 2020 APPENDIX A AIR QUALITY AND GREENHOUSE GAS EMISSIONS CALCULATIONS, INCLUDING CALEEMOD OUTPUT Proposed Use ADT 680 Vehicle Type LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD Obus Ubus MCY Sbus MH Total Vehicle Name light duty automobile light duty truck 1 light duty truck 2 Medium duty vehicle light heavy duty 1 light heavy duty 2 medium heavy duty heavy heavy duty urban bus motorcycle school bus motorhome Default FleetMix 0.54650 0.04496 0.20402 0.12036 0.01574 0.00620 0.02013 0.03068 0.00252 0.00220 0.00514 0.00069 0.00088 100.00% Default Percentages 55%4%20%12%2%1%2%3%0%0%1%0%0%100.00% Default Daily Trips 372 31 139 82 11 4 14 21 2 1 3 0 1 680 Mid-Rise Apts 55%4%20%12%2%1%0%0%0%0%1%0%0%95% Normalized to 100% (New CalEEmod Input) 0.5758 0.0474 0.2149 0.1268 0.0166 0.0065 - - 0.0026 0.0023 0.0054 0.0007 0.0009 100.00% Normalized Daily Trips 392 32 146 86 11 4 0 0 2 2 4 0 1 680 Proposed Use ADT 278 LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD Obus Ubus MCY Sbus MH Total Default FleetMix 0.54801 0.04575 0.20031 0.12412 0.01713 0.00603 0.01886 0.02842 0.00239 0.00247 0.00492 0.00067 0.00093 100.00% Default Percentages 55%5%20%12%2%1%2%3%0%0%0%0%0%100.00% Default Daily Trips 152 13 56 35 5 2 5 8 1 1 1 0 0 278 Retail/Strip Mall 55%5%20%12%2%1%2%3%0%0%0%0%0%100% Normalized to 100% (New CalEEmod Input) 0.5480 0.0458 0.2003 0.1241 0.0171 0.0060 0.0189 0.0284 0.0024 0.0025 0.0049 0.0007 0.0009 100.00% Normalized Daily Trips 152 13 56 35 5 2 5 8 1 1 1 0 0 278 EXISTING USE ADT 11 LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD Obus Ubus MCY Sbus MH Total Default FleetMix 0.54801 0.04575 0.20031 0.12412 0.01713 0.00603 0.01886 0.02842 0.00239 0.00247 0.00492 0.00067 0.00093 100.00% Default Percentages 55%5%20%12%2%1%2%3%0%0%0%0%0%100.00% Default Daily Trips 6 1 2 1 0 0 0 0 0 0 0 0 0 11 Dan's Autocare 55%5%20%12%2%1%2%3%0%0%0%0%0%100% Normalized to 100% (New CalEEmod Input) 0.5480 0.0458 0.2003 0.1241 0.0171 0.0060 0.0189 0.0284 0.0024 0.0025 0.0049 0.0007 0.0009 100.00% Normalized Daily Trips 6 1 2 1 0 0 0 0 0 0 0 0 0 11 EXISTING USE ADT 91 LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD Obus Ubus MCY Sbus MH Total Default FleetMix 0.54801 0.04575 0.20031 0.12412 0.01713 0.00603 0.01886 0.02842 0.00239 0.00247 0.00492 0.00067 0.00093 100.00% Default Percentages 55%5%20%12%2%1%2%3%0%0%0%0%0%100.00% Default Daily Trips 50 4 18 11 2 1 2 3 0 0 0 0 0 91 Arcadia Party Rentals 55%5%20%12%2%1%2%3%0%0%0%0%0%100% Normalized to 100% (New CalEEmod Input) 0.5480 0.0458 0.2003 0.1241 0.0171 0.0060 0.0189 0.0284 0.0024 0.0025 0.0049 0.0007 0.0009 100.00% Normalized Daily Trips 50 4 18 11 2 1 2 3 0 0 0 0 0 91 Fleet Mix Adjustments for CalEEMod 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population General Light Industry 18.30 1000sqft 0.42 18,300.00 0 Automobile Care Center 2.10 1000sqft 0.05 2,100.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 9 Wind Speed (m/s)Precipitation Freq (Days)2.2 33 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2019Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Existing Uses at Huntington Plaza Los Angeles-South Coast County, Annual CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 1 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual Project Characteristics - . Land Use - From Traffic Study Construction Phase - . Off-road Equipment - . Demolition - Grading - Architectural Coating - Vehicle Trips - From Traffic report Woodstoves - Energy Use - . 2.0 Emissions Summary Table Name Column Name Default Value New Value tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 0.00 tblTripsAndVMT WorkerTripNumber 0.00 10.00 tblVehicleTrips ST_TR 23.72 5.24 tblVehicleTrips ST_TR 1.32 0.94 tblVehicleTrips SU_TR 11.88 2.62 tblVehicleTrips SU_TR 0.68 0.49 tblVehicleTrips WD_TR 23.72 5.24 tblVehicleTrips WD_TR 6.97 4.97 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 2 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 2.1 Overall 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 N2O CO2e Year tons/yr MT/yr 2019 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 Maximum 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 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 N2O CO2e Year tons/yr MT/yr 2019 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 Maximum 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 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 3 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 2.2 Overall 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 N2O CO2e Category tons/yr MT/yr Area 0.0832 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 Energy 1.9900e- 003 0.0181 0.0152 1.1000e- 004 1.3800e- 003 1.3800e- 003 1.3800e- 003 1.3800e- 003 0.0000 91.8527 91.8527 3.3600e- 003 9.8000e- 004 92.2279 Mobile 0.0341 0.1801 0.5028 1.5600e- 003 0.1207 1.8200e- 003 0.1225 0.0324 1.7100e- 003 0.0341 0.0000 143.9932 143.9932 8.3200e- 003 0.0000 144.2013 Waste 0.0000 0.0000 0.0000 0.0000 6.2339 0.0000 6.2339 0.3684 0.0000 15.4441 Water 0.0000 0.0000 0.0000 0.0000 1.4053 18.8054 20.2107 0.1451 3.5700e- 003 24.9019 Total 0.1193 0.1982 0.5183 1.6700e- 003 0.1207 3.2000e- 003 0.1239 0.0324 3.0900e- 003 0.0355 7.6391 254.6518 262.2910 0.5252 4.5500e- 003 276.7757 Unmitigated Operational Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) Highest CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 4 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 2.2 Overall 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 N2O CO2e Category tons/yr MT/yr Area 0.0832 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 Energy 1.9900e- 003 0.0181 0.0152 1.1000e- 004 1.3800e- 003 1.3800e- 003 1.3800e- 003 1.3800e- 003 0.0000 91.8527 91.8527 3.3600e- 003 9.8000e- 004 92.2279 Mobile 0.0341 0.1801 0.5028 1.5600e- 003 0.1207 1.8200e- 003 0.1225 0.0324 1.7100e- 003 0.0341 0.0000 143.9932 143.9932 8.3200e- 003 0.0000 144.2013 Waste 0.0000 0.0000 0.0000 0.0000 6.2339 0.0000 6.2339 0.3684 0.0000 15.4441 Water 0.0000 0.0000 0.0000 0.0000 1.4053 18.8054 20.2107 0.1451 3.5700e- 003 24.9019 Total 0.1193 0.1982 0.5183 1.6700e- 003 0.1207 3.2000e- 003 0.1239 0.0324 3.0900e- 003 0.0355 7.6391 254.6518 262.2910 0.5252 4.5500e- 003 276.7757 Mitigated Operational 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 6/5/2019 6/4/2019 5 10 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Acres of Grading (Site Preparation Phase): 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 5 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 3.1 Mitigation Measures Construction OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73 Demolition Rubber Tired Dozers 0 1.00 247 0.40 Demolition Tractors/Loaders/Backhoes 0 6.00 97 0.37 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 0 10.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating ±sqft) Acres of Grading (Grading Phase): 0 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 6 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 3.2 Demolition - 2019 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 N2O CO2e Category tons/yr MT/yr Off-Road 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 Total 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 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 N2O 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 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 Worker 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 Total 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 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 7 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 4.0 Operational Detail - Mobile 3.2 Demolition - 2019 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 N2O CO2e Category tons/yr MT/yr Off-Road 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 Total 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 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 N2O 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 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 Worker 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 Total 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 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 8 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 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 N2O CO2e Category tons/yr MT/yr Mitigated 0.0341 0.1801 0.5028 1.5600e- 003 0.1207 1.8200e- 003 0.1225 0.0324 1.7100e- 003 0.0341 0.0000 143.9932 143.9932 8.3200e- 003 0.0000 144.2013 Unmitigated 0.0341 0.1801 0.5028 1.5600e- 003 0.1207 1.8200e- 003 0.1225 0.0324 1.7100e- 003 0.0341 0.0000 143.9932 143.9932 8.3200e- 003 0.0000 144.2013 4.1 Mitigation Measures Mobile 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Automobile Care Center 11.00 11.00 5.50 13,688 13,688 General Light Industry 90.95 17.20 8.97 304,238 304,238 Total 101.96 28.21 14.47 317,925 317,925 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 Automobile Care Center 16.60 8.40 6.90 33.00 48.00 19.00 21 51 28 General Light Industry 16.60 8.40 6.90 59.00 28.00 13.00 92 5 3 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 9 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 5.0 Energy Detail 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 N2O CO2e Category tons/yr MT/yr Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 72.1486 72.1486 2.9800e- 003 6.2000e- 004 72.4068 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 72.1486 72.1486 2.9800e- 003 6.2000e- 004 72.4068 NaturalGas Mitigated 1.9900e- 003 0.0181 0.0152 1.1000e- 004 1.3800e- 003 1.3800e- 003 1.3800e- 003 1.3800e- 003 0.0000 19.7041 19.7041 3.8000e- 004 3.6000e- 004 19.8211 NaturalGas Unmitigated 1.9900e- 003 0.0181 0.0152 1.1000e- 004 1.3800e- 003 1.3800e- 003 1.3800e- 003 1.3800e- 003 0.0000 19.7041 19.7041 3.8000e- 004 3.6000e- 004 19.8211 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Automobile Care Center 0.548007 0.045751 0.200309 0.124119 0.017133 0.006025 0.018861 0.028423 0.002391 0.002469 0.004915 0.000672 0.000925 General Light Industry 0.548007 0.045751 0.200309 0.124119 0.017133 0.006025 0.018861 0.028423 0.002391 0.002469 0.004915 0.000672 0.000925 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 10 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 5.2 Energy by Land Use - NaturalGas 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 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Automobile Care Center 38010 2.0000e- 004 1.8600e- 003 1.5700e- 003 1.0000e- 005 1.4000e- 004 1.4000e- 004 1.4000e- 004 1.4000e- 004 0.0000 2.0284 2.0284 4.0000e- 005 4.0000e- 005 2.0404 General Light Industry 331230 1.7900e- 003 0.0162 0.0136 1.0000e- 004 1.2300e- 003 1.2300e- 003 1.2300e- 003 1.2300e- 003 0.0000 17.6757 17.6757 3.4000e- 004 3.2000e- 004 17.7807 Total 1.9900e- 003 0.0181 0.0152 1.1000e- 004 1.3700e- 003 1.3700e- 003 1.3700e- 003 1.3700e- 003 0.0000 19.7041 19.7041 3.8000e- 004 3.6000e- 004 19.8211 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 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Automobile Care Center 38010 2.0000e- 004 1.8600e- 003 1.5700e- 003 1.0000e- 005 1.4000e- 004 1.4000e- 004 1.4000e- 004 1.4000e- 004 0.0000 2.0284 2.0284 4.0000e- 005 4.0000e- 005 2.0404 General Light Industry 331230 1.7900e- 003 0.0162 0.0136 1.0000e- 004 1.2300e- 003 1.2300e- 003 1.2300e- 003 1.2300e- 003 0.0000 17.6757 17.6757 3.4000e- 004 3.2000e- 004 17.7807 Total 1.9900e- 003 0.0181 0.0152 1.1000e- 004 1.3700e- 003 1.3700e- 003 1.3700e- 003 1.3700e- 003 0.0000 19.7041 19.7041 3.8000e- 004 3.6000e- 004 19.8211 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 11 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 6.1 Mitigation Measures Area 6.0 Area Detail 5.3 Energy by Land Use - Electricity Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Automobile Care Center 23310 7.4271 3.1000e- 004 6.0000e- 005 7.4536 General Light Industry 203130 64.7216 2.6700e- 003 5.5000e- 004 64.9531 Total 72.1486 2.9800e- 003 6.1000e- 004 72.4068 Unmitigated Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Automobile Care Center 23310 7.4271 3.1000e- 004 6.0000e- 005 7.4536 General Light Industry 203130 64.7216 2.6700e- 003 5.5000e- 004 64.9531 Total 72.1486 2.9800e- 003 6.1000e- 004 72.4068 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 12 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 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 N2O CO2e Category tons/yr MT/yr Mitigated 0.0832 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 Unmitigated 0.0832 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 6.2 Area by SubCategory 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 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 9.4600e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.0737 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.0000e- 005 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 Total 0.0832 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 13 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 7.1 Mitigation Measures Water 7.0 Water Detail 6.2 Area by SubCategory 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 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 9.4600e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.0737 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.0000e- 005 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 Total 0.0832 0.0000 2.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.1000e- 004 5.1000e- 004 0.0000 0.0000 5.4000e- 004 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 14 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual Total CO2 CH4 N2O CO2e Category MT/yr Mitigated 20.2107 0.1451 3.5700e- 003 24.9019 Unmitigated 20.2107 0.1451 3.5700e- 003 24.9019 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Automobile Care Center 0.19757 / 0.121091 1.3110 6.4900e- 003 1.6000e- 004 1.5217 General Light Industry 4.23187 / 0 18.8997 0.1386 3.4100e- 003 23.3802 Total 20.2107 0.1451 3.5700e- 003 24.9019 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 15 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 8.1 Mitigation Measures Waste 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Automobile Care Center 0.19757 / 0.121091 1.3110 6.4900e- 003 1.6000e- 004 1.5217 General Light Industry 4.23187 / 0 18.8997 0.1386 3.4100e- 003 23.3802 Total 20.2107 0.1451 3.5700e- 003 24.9019 Mitigated 8.0 Waste Detail Total CO2 CH4 N2O CO2e MT/yr Mitigated 6.2339 0.3684 0.0000 15.4441 Unmitigated 6.2339 0.3684 0.0000 15.4441 Category/Year CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 16 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Automobile Care Center 8.02 1.6280 0.0962 0.0000 4.0333 General Light Industry 22.69 4.6059 0.2722 0.0000 11.4108 Total 6.2339 0.3684 0.0000 15.4441 Unmitigated Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Automobile Care Center 8.02 1.6280 0.0962 0.0000 4.0333 General Light Industry 22.69 4.6059 0.2722 0.0000 11.4108 Total 6.2339 0.3684 0.0000 15.4441 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 17 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 11.0 Vegetation 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:39 AMPage 18 of 18 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Annual 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population General Light Industry 18.30 1000sqft 0.42 18,300.00 0 Automobile Care Center 2.10 1000sqft 0.05 2,100.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 9 Wind Speed (m/s)Precipitation Freq (Days)2.2 33 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2019Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Existing Uses at Huntington Plaza Los Angeles-South Coast County, Summer CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 1 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer Project Characteristics - . Land Use - From Traffic Study Construction Phase - . Off-road Equipment - . Demolition - Grading - Architectural Coating - Vehicle Trips - From Traffic report Woodstoves - Energy Use - . 2.0 Emissions Summary Table Name Column Name Default Value New Value tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 0.00 tblTripsAndVMT WorkerTripNumber 0.00 10.00 tblVehicleTrips ST_TR 23.72 5.24 tblVehicleTrips ST_TR 1.32 0.94 tblVehicleTrips SU_TR 11.88 2.62 tblVehicleTrips SU_TR 0.68 0.49 tblVehicleTrips WD_TR 23.72 5.24 tblVehicleTrips WD_TR 6.97 4.97 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 2 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 2.1 Overall Construction (Maximum Daily Emission) 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 N2O CO2e Year lb/day lb/day 2019 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 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 N2O CO2e Year lb/day lb/day 2019 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 3 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 2.2 Overall 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 N2O CO2e Category lb/day lb/day Area 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Energy 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 Mobile 0.2554 1.2276 3.7702 0.0117 0.8879 0.0131 0.9010 0.2377 0.0123 0.2500 1,186.616 5 1,186.616 5 0.0668 1,188.285 7 Total 0.7222 1.3268 3.8556 0.0123 0.8879 0.0207 0.9085 0.2377 0.0199 0.2575 1,305.634 7 1,305.634 7 0.0691 2.1800e- 003 1,308.011 4 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 N2O CO2e Category lb/day lb/day Area 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Energy 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 Mobile 0.2554 1.2276 3.7702 0.0117 0.8879 0.0131 0.9010 0.2377 0.0123 0.2500 1,186.616 5 1,186.616 5 0.0668 1,188.285 7 Total 0.7222 1.3268 3.8556 0.0123 0.8879 0.0207 0.9085 0.2377 0.0199 0.2575 1,305.634 7 1,305.634 7 0.0691 2.1800e- 003 1,308.011 4 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 4 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 6/5/2019 6/4/2019 5 10 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73 Demolition Rubber Tired Dozers 0 1.00 247 0.40 Demolition Tractors/Loaders/Backhoes 0 6.00 97 0.37 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 0 10.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 5 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 3.2 Demolition - 2019 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 N2O CO2e Category lb/day lb/day Off-Road 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 Total 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 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 N2O 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 0.0000 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 Worker 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 Total 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 Unmitigated Construction Off-Site 3.1 Mitigation Measures Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 6 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 4.0 Operational Detail - Mobile 3.2 Demolition - 2019 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 N2O CO2e Category lb/day lb/day Off-Road 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 Total 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 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 N2O 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 0.0000 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 Worker 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 Total 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 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 7 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 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 N2O CO2e Category lb/day lb/day Mitigated 0.2554 1.2276 3.7702 0.0117 0.8879 0.0131 0.9010 0.2377 0.0123 0.2500 1,186.616 5 1,186.616 5 0.0668 1,188.285 7 Unmitigated 0.2554 1.2276 3.7702 0.0117 0.8879 0.0131 0.9010 0.2377 0.0123 0.2500 1,186.616 5 1,186.616 5 0.0668 1,188.285 7 4.1 Mitigation Measures Mobile 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Automobile Care Center 11.00 11.00 5.50 13,688 13,688 General Light Industry 90.95 17.20 8.97 304,238 304,238 Total 101.96 28.21 14.47 317,925 317,925 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 Automobile Care Center 16.60 8.40 6.90 33.00 48.00 19.00 21 51 28 General Light Industry 16.60 8.40 6.90 59.00 28.00 13.00 92 5 3 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 8 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 5.0 Energy Detail 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 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 NaturalGas Unmitigated 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Automobile Care Center 0.548007 0.045751 0.200309 0.124119 0.017133 0.006025 0.018861 0.028423 0.002391 0.002469 0.004915 0.000672 0.000925 General Light Industry 0.548007 0.045751 0.200309 0.124119 0.017133 0.006025 0.018861 0.028423 0.002391 0.002469 0.004915 0.000672 0.000925 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 9 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 6.1 Mitigation Measures Area 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Automobile Care Center 104.137 1.1200e- 003 0.0102 8.5800e- 003 6.0000e- 005 7.8000e- 004 7.8000e- 004 7.8000e- 004 7.8000e- 004 12.2514 12.2514 2.3000e- 004 2.2000e- 004 12.3242 General Light Industry 907.479 9.7900e- 003 0.0890 0.0747 5.3000e- 004 6.7600e- 003 6.7600e- 003 6.7600e- 003 6.7600e- 003 106.7623 106.7623 2.0500e- 003 1.9600e- 003 107.3967 Total 0.0109 0.0992 0.0833 5.9000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Automobile Care Center 0.104137 1.1200e- 003 0.0102 8.5800e- 003 6.0000e- 005 7.8000e- 004 7.8000e- 004 7.8000e- 004 7.8000e- 004 12.2514 12.2514 2.3000e- 004 2.2000e- 004 12.3242 General Light Industry 0.907479 9.7900e- 003 0.0890 0.0747 5.3000e- 004 6.7600e- 003 6.7600e- 003 6.7600e- 003 6.7600e- 003 106.7623 106.7623 2.0500e- 003 1.9600e- 003 107.3967 Total 0.0109 0.0992 0.0833 5.9000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 10 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 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 N2O CO2e Category lb/day lb/day Mitigated 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Unmitigated 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.0518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.4039 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.0000e- 004 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Total 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 11 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.0518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.4039 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.0000e- 004 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Total 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Mitigated 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 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 12 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 11.0 Vegetation Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:41 AMPage 13 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Summer 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population General Light Industry 18.30 1000sqft 0.42 18,300.00 0 Automobile Care Center 2.10 1000sqft 0.05 2,100.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 9 Wind Speed (m/s)Precipitation Freq (Days)2.2 33 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2019Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Existing Uses at Huntington Plaza Los Angeles-South Coast County, Winter CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 1 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter Project Characteristics - . Land Use - From Traffic Study Construction Phase - . Off-road Equipment - . Demolition - Grading - Architectural Coating - Vehicle Trips - From Traffic report Woodstoves - Energy Use - . 2.0 Emissions Summary Table Name Column Name Default Value New Value tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 0.00 tblTripsAndVMT WorkerTripNumber 0.00 10.00 tblVehicleTrips ST_TR 23.72 5.24 tblVehicleTrips ST_TR 1.32 0.94 tblVehicleTrips SU_TR 11.88 2.62 tblVehicleTrips SU_TR 0.68 0.49 tblVehicleTrips WD_TR 23.72 5.24 tblVehicleTrips WD_TR 6.97 4.97 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 2 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 2.1 Overall Construction (Maximum Daily Emission) 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 N2O CO2e Year lb/day lb/day 2019 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 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 N2O CO2e Year lb/day lb/day 2019 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 9.6000e- 004 0.0000 0.0000 8.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 3 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 2.2 Overall 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 N2O CO2e Category lb/day lb/day Area 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Energy 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 Mobile 0.2490 1.2687 3.5625 0.0111 0.8879 0.0132 0.9010 0.2377 0.0124 0.2500 1,129.037 2 1,129.037 2 0.0661 1,130.690 4 Total 0.7158 1.3679 3.6479 0.0117 0.8879 0.0207 0.9086 0.2377 0.0199 0.2576 1,248.055 3 1,248.055 3 0.0684 2.1800e- 003 1,250.416 1 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 N2O CO2e Category lb/day lb/day Area 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Energy 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 Mobile 0.2490 1.2687 3.5625 0.0111 0.8879 0.0132 0.9010 0.2377 0.0124 0.2500 1,129.037 2 1,129.037 2 0.0661 1,130.690 4 Total 0.7158 1.3679 3.6479 0.0117 0.8879 0.0207 0.9086 0.2377 0.0199 0.2576 1,248.055 3 1,248.055 3 0.0684 2.1800e- 003 1,250.416 1 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 4 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 6/5/2019 6/4/2019 5 10 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73 Demolition Rubber Tired Dozers 0 1.00 247 0.40 Demolition Tractors/Loaders/Backhoes 0 6.00 97 0.37 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 0 10.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 5 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 3.2 Demolition - 2019 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 N2O CO2e Category lb/day lb/day Off-Road 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 Total 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 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 N2O 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 0.0000 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 Worker 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 Total 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 Unmitigated Construction Off-Site 3.1 Mitigation Measures Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 6 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 4.0 Operational Detail - Mobile 3.2 Demolition - 2019 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 N2O CO2e Category lb/day lb/day Off-Road 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 Total 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 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 N2O 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 0.0000 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 Worker 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 Total 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 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 7 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 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 N2O CO2e Category lb/day lb/day Mitigated 0.2490 1.2687 3.5625 0.0111 0.8879 0.0132 0.9010 0.2377 0.0124 0.2500 1,129.037 2 1,129.037 2 0.0661 1,130.690 4 Unmitigated 0.2490 1.2687 3.5625 0.0111 0.8879 0.0132 0.9010 0.2377 0.0124 0.2500 1,129.037 2 1,129.037 2 0.0661 1,130.690 4 4.1 Mitigation Measures Mobile 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Automobile Care Center 11.00 11.00 5.50 13,688 13,688 General Light Industry 90.95 17.20 8.97 304,238 304,238 Total 101.96 28.21 14.47 317,925 317,925 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 Automobile Care Center 16.60 8.40 6.90 33.00 48.00 19.00 21 51 28 General Light Industry 16.60 8.40 6.90 59.00 28.00 13.00 92 5 3 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 8 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 5.0 Energy Detail 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 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 NaturalGas Unmitigated 0.0109 0.0992 0.0833 6.0000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Automobile Care Center 0.548007 0.045751 0.200309 0.124119 0.017133 0.006025 0.018861 0.028423 0.002391 0.002469 0.004915 0.000672 0.000925 General Light Industry 0.548007 0.045751 0.200309 0.124119 0.017133 0.006025 0.018861 0.028423 0.002391 0.002469 0.004915 0.000672 0.000925 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 9 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 6.1 Mitigation Measures Area 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Automobile Care Center 104.137 1.1200e- 003 0.0102 8.5800e- 003 6.0000e- 005 7.8000e- 004 7.8000e- 004 7.8000e- 004 7.8000e- 004 12.2514 12.2514 2.3000e- 004 2.2000e- 004 12.3242 General Light Industry 907.479 9.7900e- 003 0.0890 0.0747 5.3000e- 004 6.7600e- 003 6.7600e- 003 6.7600e- 003 6.7600e- 003 106.7623 106.7623 2.0500e- 003 1.9600e- 003 107.3967 Total 0.0109 0.0992 0.0833 5.9000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Automobile Care Center 0.104137 1.1200e- 003 0.0102 8.5800e- 003 6.0000e- 005 7.8000e- 004 7.8000e- 004 7.8000e- 004 7.8000e- 004 12.2514 12.2514 2.3000e- 004 2.2000e- 004 12.3242 General Light Industry 0.907479 9.7900e- 003 0.0890 0.0747 5.3000e- 004 6.7600e- 003 6.7600e- 003 6.7600e- 003 6.7600e- 003 106.7623 106.7623 2.0500e- 003 1.9600e- 003 107.3967 Total 0.0109 0.0992 0.0833 5.9000e- 004 7.5400e- 003 7.5400e- 003 7.5400e- 003 7.5400e- 003 119.0137 119.0137 2.2800e- 003 2.1800e- 003 119.7209 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 10 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 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 N2O CO2e Category lb/day lb/day Mitigated 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Unmitigated 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.0518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.4039 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.0000e- 004 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Total 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 11 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.0518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.4039 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.0000e- 004 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Total 0.4559 2.0000e- 005 2.1000e- 003 0.0000 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 4.4600e- 003 4.4600e- 003 1.0000e- 005 4.7700e- 003 Mitigated 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 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 12 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 11.0 Vegetation Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:48 AMPage 13 of 13 Existing Uses at Huntington Plaza - Los Angeles-South Coast County, Winter 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking with Elevator 350.00 Space 0.00 140,000.00 0 Apartments Mid Rise 139.00 Dwelling Unit 1.74 177,000.00 402 Strip Mall 11.15 1000sqft 0.00 11,150.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 9 Wind Speed (m/s)Precipitation Freq (Days)2.2 33 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Huntington Plaza Mixed Use Los Angeles-South Coast County, Annual CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 1 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual Project Characteristics - . Land Use - . Construction Phase - . Off-road Equipment - . Off-road Equipment - Off-road Equipment - . Off-road Equipment - Off-road Equipment - Trips and VMT - 14 CY truck/17.5 ton truck Demolition - . Grading - Default total acres graded. Architectural Coating - defaults Vehicle Trips - Per Psomas traffic report Woodstoves - 139 gas fireplaces Energy Use - Construction Off-road Equipment Mitigation - Table Name Column Name Default Value New Value tblConstructionPhase NumDays 20.00 43.00 tblConstructionPhase NumDays 4.00 175.00 tblConstructionPhase NumDays 200.00 500.00 tblConstructionPhase NumDays 10.00 65.00 tblConstructionPhase NumDays 10.00 66.00 tblFireplaces FireplaceWoodMass 1,019.20 0.00 tblFireplaces NumberGas 118.15 139.00 tblFireplaces NumberNoFireplace 13.90 0.00 tblFireplaces NumberWood 6.95 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 2 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual tblFleetMix HHD 0.03 0.00 tblFleetMix LDA 0.55 0.58 tblFleetMix LDT1 0.04 0.05 tblFleetMix LDT2 0.20 0.21 tblFleetMix LHD1 0.02 0.02 tblFleetMix LHD2 6.1960e-003 6.5277e-003 tblFleetMix MCY 5.1420e-003 5.4173e-003 tblFleetMix MDV 0.12 0.13 tblFleetMix MH 8.7600e-004 9.2289e-004 tblFleetMix MHD 0.02 0.00 tblFleetMix OBUS 2.5150e-003 2.6496e-003 tblFleetMix SBUS 6.8700e-004 7.2378e-004 tblFleetMix UBUS 2.2010e-003 2.3188e-003 tblGrading MaterialExported 0.00 44,420.00 tblLandUse LandUseSquareFeet 139,000.00 177,000.00 tblLandUse LotAcreage 3.15 0.00 tblLandUse LotAcreage 3.66 1.74 tblLandUse LotAcreage 0.26 0.00 tblLandUse Population 398.00 402.00 tblTripsAndVMT HaulingTripNumber 588.00 680.00 tblTripsAndVMT HaulingTripNumber 5,553.00 6,346.00 tblVehicleTrips ST_TR 6.39 4.70 tblVehicleTrips ST_TR 42.04 23.65 tblVehicleTrips SU_TR 5.86 4.31 tblVehicleTrips SU_TR 20.43 11.49 tblVehicleTrips WD_TR 6.65 4.89 tblVehicleTrips WD_TR 44.32 24.93 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 3 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 2.0 Emissions Summary tblWoodstoves NumberCatalytic 6.95 0.00 tblWoodstoves NumberNoncatalytic 6.95 0.00 tblWoodstoves WoodstoveDayYear 25.00 0.00 tblWoodstoves WoodstoveWoodMass 999.60 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 4 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 2.1 Overall 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 N2O CO2e Year tons/yr MT/yr 2020 0.2637 3.2512 1.6128 5.7300e- 003 0.6119 0.1063 0.7181 0.2624 0.0991 0.3615 0.0000 532.6860 532.6860 0.0758 0.0000 534.5818 2021 0.3437 2.3655 2.6225 6.5200e- 003 0.2645 0.0923 0.3568 0.0710 0.0890 0.1600 0.0000 574.6578 574.6578 0.0563 0.0000 576.0663 2022 0.8958 1.9036 2.2875 5.4900e- 003 0.2139 0.0736 0.2875 0.0574 0.0706 0.1280 0.0000 483.8197 483.8197 0.0537 0.0000 485.1632 Maximum 0.8958 3.2512 2.6225 6.5200e- 003 0.6119 0.1063 0.7181 0.2624 0.0991 0.3615 0.0000 574.6578 574.6578 0.0758 0.0000 576.0663 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 N2O CO2e Year tons/yr MT/yr 2020 0.2637 3.2512 1.6128 5.7300e- 003 0.3092 0.1063 0.4155 0.1215 0.0991 0.2206 0.0000 532.6858 532.6858 0.0758 0.0000 534.5815 2021 0.3437 2.3655 2.6225 6.5200e- 003 0.2645 0.0923 0.3568 0.0710 0.0890 0.1600 0.0000 574.6575 574.6575 0.0563 0.0000 576.0661 2022 0.8958 1.9036 2.2875 5.4900e- 003 0.2139 0.0736 0.2875 0.0574 0.0706 0.1280 0.0000 483.8195 483.8195 0.0537 0.0000 485.1630 Maximum 0.8958 3.2512 2.6225 6.5200e- 003 0.3092 0.1063 0.4155 0.1215 0.0991 0.2206 0.0000 574.6575 574.6575 0.0758 0.0000 576.0661 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 5 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 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 Percent Reduction 0.00 0.00 0.00 0.00 27.76 0.00 22.21 36.06 0.00 21.70 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) 1 1-1-2020 3-31-2020 0.8919 0.8919 2 4-1-2020 6-30-2020 0.8854 0.8854 3 7-1-2020 9-30-2020 0.8951 0.8951 4 10-1-2020 12-31-2020 0.7964 0.7964 5 1-1-2021 3-31-2021 0.6670 0.6670 6 4-1-2021 6-30-2021 0.6703 0.6703 7 7-1-2021 9-30-2021 0.6777 0.6777 8 10-1-2021 12-31-2021 0.6819 0.6819 9 1-1-2022 3-31-2022 0.6158 0.6158 10 4-1-2022 6-30-2022 0.8641 0.8641 11 7-1-2022 9-30-2022 1.3078 1.3078 Highest 1.3078 1.3078 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 6 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 2.2 Overall 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 N2O CO2e Category tons/yr MT/yr Area 0.7986 0.0454 1.4519 2.6000e- 004 0.0103 0.0103 0.0103 0.0103 0.0000 35.7296 35.7296 2.9200e- 003 6.1000e- 004 35.9850 Energy 0.0101 0.0867 0.0373 5.5000e- 004 7.0100e- 003 7.0100e- 003 7.0100e- 003 7.0100e- 003 0.0000 588.9872 588.9872 0.0221 6.0100e- 003 591.3317 Mobile 0.2577 0.6818 3.4985 0.0111 1.0370 9.5100e- 003 1.0466 0.2770 8.8300e- 003 0.2859 0.0000 1,015.241 7 1,015.241 7 0.0510 0.0000 1,016.517 7 Waste 0.0000 0.0000 0.0000 0.0000 15.3563 0.0000 15.3563 0.9075 0.0000 38.0445 Water 0.0000 0.0000 0.0000 0.0000 3.1352 63.0022 66.1374 0.3246 8.1400e- 003 76.6791 Total 1.0664 0.8139 4.9876 0.0119 1.0370 0.0268 1.0638 0.2770 0.0261 0.3032 18.4915 1,702.960 7 1,721.452 2 1.3082 0.0148 1,758.557 9 Unmitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 7 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 2.2 Overall 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 N2O CO2e Category tons/yr MT/yr Area 0.7986 0.0454 1.4519 2.6000e- 004 0.0103 0.0103 0.0103 0.0103 0.0000 35.7296 35.7296 2.9200e- 003 6.1000e- 004 35.9850 Energy 0.0101 0.0867 0.0373 5.5000e- 004 7.0100e- 003 7.0100e- 003 7.0100e- 003 7.0100e- 003 0.0000 588.9872 588.9872 0.0221 6.0100e- 003 591.3317 Mobile 0.2577 0.6818 3.4985 0.0111 1.0370 9.5100e- 003 1.0466 0.2770 8.8300e- 003 0.2859 0.0000 1,015.241 7 1,015.241 7 0.0510 0.0000 1,016.517 7 Waste 0.0000 0.0000 0.0000 0.0000 15.3563 0.0000 15.3563 0.9075 0.0000 38.0445 Water 0.0000 0.0000 0.0000 0.0000 3.1352 63.0022 66.1374 0.3246 8.1400e- 003 76.6791 Total 1.0664 0.8139 4.9876 0.0119 1.0370 0.0268 1.0638 0.2770 0.0261 0.3032 18.4915 1,702.960 7 1,721.452 2 1.3082 0.0148 1,758.557 9 Mitigated Operational 3.0 Construction Detail Construction Phase 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 8 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 1/1/2020 2/28/2020 5 43 2 Grading Grading 3/1/2020 10/31/2020 5 175 3 Building Construction Building Construction 11/1/2020 9/30/2022 5 500 4 Paving Paving 4/1/2022 6/30/2022 5 65 5 Architectural Coating Architectural Coating 7/1/2022 9/30/2022 5 66 OffRoad Equipment Residential Indoor: 358,425; Residential Outdoor: 119,475; Non-Residential Indoor: 16,725; Non-Residential Outdoor: 5,575; Striped Parking Area: 8,400 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 65.63 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 9 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Grading Graders 1 6.00 187 0.41 Grading Rubber Tired Dozers 1 6.00 247 0.40 Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37 Building Construction Cranes 1 6.00 231 0.29 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Welders 3 8.00 46 0.45 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Pavers 1 6.00 130 0.42 Paving Paving Equipment 1 8.00 132 0.36 Paving Rollers 1 7.00 80 0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Architectural Coating Air Compressors 1 6.00 78 0.48 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 5 13.00 0.00 680.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 3 8.00 0.00 6,346.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 7 162.00 40.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 32.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 10 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.2 Demolition - 2020 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 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0636 0.0000 0.0636 9.6300e- 003 0.0000 9.6300e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0457 0.4504 0.3151 5.2000e- 004 0.0248 0.0248 0.0231 0.0231 0.0000 45.2955 45.2955 0.0116 0.0000 45.5866 Total 0.0457 0.4504 0.3151 5.2000e- 004 0.0636 0.0248 0.0884 9.6300e- 003 0.0231 0.0328 0.0000 45.2955 45.2955 0.0116 0.0000 45.5866 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 11 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.2 Demolition - 2020 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 N2O CO2e Category tons/yr MT/yr Hauling 3.0000e- 003 0.1010 0.0223 2.7000e- 004 5.8400e- 003 3.1000e- 004 6.1600e- 003 1.6000e- 003 3.0000e- 004 1.9100e- 003 0.0000 26.2066 26.2066 1.8300e- 003 0.0000 26.2522 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 Worker 1.2900e- 003 1.0400e- 003 0.0115 3.0000e- 005 3.0600e- 003 3.0000e- 005 3.0900e- 003 8.1000e- 004 2.0000e- 005 8.4000e- 004 0.0000 2.8547 2.8547 9.0000e- 005 0.0000 2.8569 Total 4.2900e- 003 0.1020 0.0338 3.0000e- 004 8.9000e- 003 3.4000e- 004 9.2500e- 003 2.4100e- 003 3.2000e- 004 2.7500e- 003 0.0000 29.0613 29.0613 1.9200e- 003 0.0000 29.1092 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 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0248 0.0000 0.0248 3.7600e- 003 0.0000 3.7600e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0457 0.4503 0.3151 5.2000e- 004 0.0248 0.0248 0.0231 0.0231 0.0000 45.2954 45.2954 0.0116 0.0000 45.5865 Total 0.0457 0.4503 0.3151 5.2000e- 004 0.0248 0.0248 0.0496 3.7600e- 003 0.0231 0.0269 0.0000 45.2954 45.2954 0.0116 0.0000 45.5865 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 12 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.2 Demolition - 2020 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 N2O CO2e Category tons/yr MT/yr Hauling 3.0000e- 003 0.1010 0.0223 2.7000e- 004 5.8400e- 003 3.1000e- 004 6.1600e- 003 1.6000e- 003 3.0000e- 004 1.9100e- 003 0.0000 26.2066 26.2066 1.8300e- 003 0.0000 26.2522 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 Worker 1.2900e- 003 1.0400e- 003 0.0115 3.0000e- 005 3.0600e- 003 3.0000e- 005 3.0900e- 003 8.1000e- 004 2.0000e- 005 8.4000e- 004 0.0000 2.8547 2.8547 9.0000e- 005 0.0000 2.8569 Total 4.2900e- 003 0.1020 0.0338 3.0000e- 004 8.9000e- 003 3.4000e- 004 9.2500e- 003 2.4100e- 003 3.2000e- 004 2.7500e- 003 0.0000 29.0613 29.0613 1.9200e- 003 0.0000 29.1092 Mitigated Construction Off-Site 3.3 Grading - 2020 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 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.4325 0.0000 0.4325 0.2214 0.0000 0.2214 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1181 1.3200 0.5648 1.2300e- 003 0.0599 0.0599 0.0551 0.0551 0.0000 108.4089 108.4089 0.0351 0.0000 109.2854 Total 0.1181 1.3200 0.5648 1.2300e- 003 0.4325 0.0599 0.4924 0.2214 0.0551 0.2765 0.0000 108.4089 108.4089 0.0351 0.0000 109.2854 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 13 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.3 Grading - 2020 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 N2O CO2e Category tons/yr MT/yr Hauling 0.0280 0.9423 0.2077 2.4900e- 003 0.0545 2.9300e- 003 0.0575 0.0150 2.8000e- 003 0.0178 0.0000 244.5692 244.5692 0.0170 0.0000 244.9951 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 Worker 3.2300e- 003 2.6100e- 003 0.0288 8.0000e- 005 7.6700e- 003 7.0000e- 005 7.7400e- 003 2.0400e- 003 6.0000e- 005 2.1000e- 003 0.0000 7.1495 7.1495 2.3000e- 004 0.0000 7.1551 Total 0.0312 0.9449 0.2365 2.5700e- 003 0.0622 3.0000e- 003 0.0652 0.0170 2.8600e- 003 0.0199 0.0000 251.7187 251.7187 0.0173 0.0000 252.1502 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 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.1687 0.0000 0.1687 0.0863 0.0000 0.0863 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1181 1.3200 0.5648 1.2300e- 003 0.0599 0.0599 0.0551 0.0551 0.0000 108.4088 108.4088 0.0351 0.0000 109.2853 Total 0.1181 1.3200 0.5648 1.2300e- 003 0.1687 0.0599 0.2286 0.0863 0.0551 0.1414 0.0000 108.4088 108.4088 0.0351 0.0000 109.2853 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 14 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.3 Grading - 2020 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 N2O CO2e Category tons/yr MT/yr Hauling 0.0280 0.9423 0.2077 2.4900e- 003 0.0545 2.9300e- 003 0.0575 0.0150 2.8000e- 003 0.0178 0.0000 244.5692 244.5692 0.0170 0.0000 244.9951 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 Worker 3.2300e- 003 2.6100e- 003 0.0288 8.0000e- 005 7.6700e- 003 7.0000e- 005 7.7400e- 003 2.0400e- 003 6.0000e- 005 2.1000e- 003 0.0000 7.1495 7.1495 2.3000e- 004 0.0000 7.1551 Total 0.0312 0.9449 0.2365 2.5700e- 003 0.0622 3.0000e- 003 0.0652 0.0170 2.8600e- 003 0.0199 0.0000 251.7187 251.7187 0.0173 0.0000 252.1502 Mitigated Construction Off-Site 3.4 Building Construction - 2020 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.0447 0.3253 0.2901 4.8000e- 004 0.0175 0.0175 0.0169 0.0169 0.0000 39.9393 39.9393 7.4100e- 003 0.0000 40.1246 Total 0.0447 0.3253 0.2901 4.8000e- 004 0.0175 0.0175 0.0169 0.0169 0.0000 39.9393 39.9393 7.4100e- 003 0.0000 40.1246 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 15 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.4 Building Construction - 2020 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 N2O 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 Vendor 3.1900e- 003 0.0954 0.0258 2.3000e- 004 5.5400e- 003 4.4000e- 004 5.9900e- 003 1.6000e- 003 4.2000e- 004 2.0200e- 003 0.0000 21.8615 21.8615 1.3900e- 003 0.0000 21.8962 Worker 0.0165 0.0133 0.1467 4.0000e- 004 0.0391 3.3000e- 004 0.0394 0.0104 3.1000e- 004 0.0107 0.0000 36.4009 36.4009 1.1500e- 003 0.0000 36.4296 Total 0.0196 0.1086 0.1725 6.3000e- 004 0.0446 7.7000e- 004 0.0454 0.0120 7.3000e- 004 0.0127 0.0000 58.2624 58.2624 2.5400e- 003 0.0000 58.3258 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.0447 0.3253 0.2901 4.8000e- 004 0.0175 0.0175 0.0169 0.0169 0.0000 39.9392 39.9392 7.4100e- 003 0.0000 40.1246 Total 0.0447 0.3253 0.2901 4.8000e- 004 0.0175 0.0175 0.0169 0.0169 0.0000 39.9392 39.9392 7.4100e- 003 0.0000 40.1246 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 16 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.4 Building Construction - 2020 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 N2O 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 Vendor 3.1900e- 003 0.0954 0.0258 2.3000e- 004 5.5400e- 003 4.4000e- 004 5.9900e- 003 1.6000e- 003 4.2000e- 004 2.0200e- 003 0.0000 21.8615 21.8615 1.3900e- 003 0.0000 21.8962 Worker 0.0165 0.0133 0.1467 4.0000e- 004 0.0391 3.3000e- 004 0.0394 0.0104 3.1000e- 004 0.0107 0.0000 36.4009 36.4009 1.1500e- 003 0.0000 36.4296 Total 0.0196 0.1086 0.1725 6.3000e- 004 0.0446 7.7000e- 004 0.0454 0.0120 7.3000e- 004 0.0127 0.0000 58.2624 58.2624 2.5400e- 003 0.0000 58.3258 Mitigated Construction Off-Site 3.4 Building Construction - 2021 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.2365 1.7795 1.6834 2.8800e- 003 0.0893 0.0893 0.0862 0.0862 0.0000 236.9197 236.9197 0.0423 0.0000 237.9771 Total 0.2365 1.7795 1.6834 2.8800e- 003 0.0893 0.0893 0.0862 0.0862 0.0000 236.9197 236.9197 0.0423 0.0000 237.9771 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 17 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.4 Building Construction - 2021 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 N2O 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 Vendor 0.0162 0.5152 0.1397 1.3300e- 003 0.0329 1.0500e- 003 0.0339 9.4900e- 003 1.0000e- 003 0.0105 0.0000 128.6712 128.6712 7.8900e- 003 0.0000 128.8685 Worker 0.0910 0.0708 0.7995 2.3100e- 003 0.2317 1.9100e- 003 0.2336 0.0615 1.7600e- 003 0.0633 0.0000 209.0670 209.0670 6.1500e- 003 0.0000 209.2208 Total 0.1072 0.5860 0.9391 3.6400e- 003 0.2645 2.9600e- 003 0.2675 0.0710 2.7600e- 003 0.0738 0.0000 337.7382 337.7382 0.0140 0.0000 338.0893 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.2365 1.7795 1.6834 2.8800e- 003 0.0893 0.0893 0.0862 0.0862 0.0000 236.9194 236.9194 0.0423 0.0000 237.9768 Total 0.2365 1.7795 1.6834 2.8800e- 003 0.0893 0.0893 0.0862 0.0862 0.0000 236.9194 236.9194 0.0423 0.0000 237.9768 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 18 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.4 Building Construction - 2021 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 N2O 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 Vendor 0.0162 0.5152 0.1397 1.3300e- 003 0.0329 1.0500e- 003 0.0339 9.4900e- 003 1.0000e- 003 0.0105 0.0000 128.6712 128.6712 7.8900e- 003 0.0000 128.8685 Worker 0.0910 0.0708 0.7995 2.3100e- 003 0.2317 1.9100e- 003 0.2336 0.0615 1.7600e- 003 0.0633 0.0000 209.0670 209.0670 6.1500e- 003 0.0000 209.2208 Total 0.1072 0.5860 0.9391 3.6400e- 003 0.2645 2.9600e- 003 0.2675 0.0710 2.7600e- 003 0.0738 0.0000 337.7382 337.7382 0.0140 0.0000 338.0893 Mitigated Construction Off-Site 3.4 Building Construction - 2022 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.1607 1.2191 1.2408 2.1500e- 003 0.0574 0.0574 0.0555 0.0555 0.0000 177.0375 177.0375 0.0308 0.0000 177.8084 Total 0.1607 1.2191 1.2408 2.1500e- 003 0.0574 0.0574 0.0555 0.0555 0.0000 177.0375 177.0375 0.0308 0.0000 177.8084 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 19 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.4 Building Construction - 2022 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 N2O 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 Vendor 0.0114 0.3657 0.0987 9.8000e- 004 0.0246 6.9000e- 004 0.0253 7.0900e- 003 6.6000e- 004 7.7500e- 003 0.0000 95.2893 95.2893 5.6900e- 003 0.0000 95.4316 Worker 0.0637 0.0478 0.5504 1.6700e- 003 0.1731 1.3800e- 003 0.1745 0.0460 1.2700e- 003 0.0472 0.0000 150.7088 150.7088 4.1500e- 003 0.0000 150.8125 Total 0.0751 0.4135 0.6491 2.6500e- 003 0.1977 2.0700e- 003 0.1997 0.0531 1.9300e- 003 0.0550 0.0000 245.9981 245.9981 9.8400e- 003 0.0000 246.2441 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.1607 1.2191 1.2408 2.1500e- 003 0.0574 0.0574 0.0555 0.0555 0.0000 177.0373 177.0373 0.0308 0.0000 177.8081 Total 0.1607 1.2191 1.2408 2.1500e- 003 0.0574 0.0574 0.0555 0.0555 0.0000 177.0373 177.0373 0.0308 0.0000 177.8081 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 20 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.4 Building Construction - 2022 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 N2O 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 Vendor 0.0114 0.3657 0.0987 9.8000e- 004 0.0246 6.9000e- 004 0.0253 7.0900e- 003 6.6000e- 004 7.7500e- 003 0.0000 95.2893 95.2893 5.6900e- 003 0.0000 95.4316 Worker 0.0637 0.0478 0.5504 1.6700e- 003 0.1731 1.3800e- 003 0.1745 0.0460 1.2700e- 003 0.0472 0.0000 150.7088 150.7088 4.1500e- 003 0.0000 150.8125 Total 0.0751 0.4135 0.6491 2.6500e- 003 0.1977 2.0700e- 003 0.1997 0.0531 1.9300e- 003 0.0550 0.0000 245.9981 245.9981 9.8400e- 003 0.0000 246.2441 Mitigated Construction Off-Site 3.5 Paving - 2022 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.0224 0.2202 0.2862 4.4000e- 004 0.0113 0.0113 0.0104 0.0104 0.0000 38.2513 38.2513 0.0121 0.0000 38.5544 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2202 0.2862 4.4000e- 004 0.0113 0.0113 0.0104 0.0104 0.0000 38.2513 38.2513 0.0121 0.0000 38.5544 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 21 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.5 Paving - 2022 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 N2O 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 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 Worker 1.7000e- 003 1.2800e- 003 0.0147 4.0000e- 005 4.6300e- 003 4.0000e- 005 4.6700e- 003 1.2300e- 003 3.0000e- 005 1.2600e- 003 0.0000 4.0313 4.0313 1.1000e- 004 0.0000 4.0341 Total 1.7000e- 003 1.2800e- 003 0.0147 4.0000e- 005 4.6300e- 003 4.0000e- 005 4.6700e- 003 1.2300e- 003 3.0000e- 005 1.2600e- 003 0.0000 4.0313 4.0313 1.1000e- 004 0.0000 4.0341 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 N2O CO2e Category tons/yr MT/yr Off-Road 0.0224 0.2202 0.2862 4.4000e- 004 0.0113 0.0113 0.0104 0.0104 0.0000 38.2512 38.2512 0.0121 0.0000 38.5544 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2202 0.2862 4.4000e- 004 0.0113 0.0113 0.0104 0.0104 0.0000 38.2512 38.2512 0.0121 0.0000 38.5544 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 22 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.5 Paving - 2022 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 N2O 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 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 Worker 1.7000e- 003 1.2800e- 003 0.0147 4.0000e- 005 4.6300e- 003 4.0000e- 005 4.6700e- 003 1.2300e- 003 3.0000e- 005 1.2600e- 003 0.0000 4.0313 4.0313 1.1000e- 004 0.0000 4.0341 Total 1.7000e- 003 1.2800e- 003 0.0147 4.0000e- 005 4.6300e- 003 4.0000e- 005 4.6700e- 003 1.2300e- 003 3.0000e- 005 1.2600e- 003 0.0000 4.0313 4.0313 1.1000e- 004 0.0000 4.0341 Mitigated Construction Off-Site 3.6 Architectural Coating - 2022 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 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.6249 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 6.7500e- 003 0.0465 0.0599 1.0000e- 004 2.7000e- 003 2.7000e- 003 2.7000e- 003 2.7000e- 003 0.0000 8.4257 8.4257 5.5000e- 004 0.0000 8.4395 Total 0.6317 0.0465 0.0599 1.0000e- 004 2.7000e- 003 2.7000e- 003 2.7000e- 003 2.7000e- 003 0.0000 8.4257 8.4257 5.5000e- 004 0.0000 8.4395 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 23 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 3.6 Architectural Coating - 2022 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 N2O 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 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 Worker 4.2600e- 003 3.2000e- 003 0.0368 1.1000e- 004 0.0116 9.0000e- 005 0.0117 3.0700e- 003 9.0000e- 005 3.1600e- 003 0.0000 10.0759 10.0759 2.8000e- 004 0.0000 10.0828 Total 4.2600e- 003 3.2000e- 003 0.0368 1.1000e- 004 0.0116 9.0000e- 005 0.0117 3.0700e- 003 9.0000e- 005 3.1600e- 003 0.0000 10.0759 10.0759 2.8000e- 004 0.0000 10.0828 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 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.6249 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 6.7500e- 003 0.0465 0.0599 1.0000e- 004 2.7000e- 003 2.7000e- 003 2.7000e- 003 2.7000e- 003 0.0000 8.4257 8.4257 5.5000e- 004 0.0000 8.4394 Total 0.6317 0.0465 0.0599 1.0000e- 004 2.7000e- 003 2.7000e- 003 2.7000e- 003 2.7000e- 003 0.0000 8.4257 8.4257 5.5000e- 004 0.0000 8.4394 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 24 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.6 Architectural Coating - 2022 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 N2O 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 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 Worker 4.2600e- 003 3.2000e- 003 0.0368 1.1000e- 004 0.0116 9.0000e- 005 0.0117 3.0700e- 003 9.0000e- 005 3.1600e- 003 0.0000 10.0759 10.0759 2.8000e- 004 0.0000 10.0828 Total 4.2600e- 003 3.2000e- 003 0.0368 1.1000e- 004 0.0116 9.0000e- 005 0.0117 3.0700e- 003 9.0000e- 005 3.1600e- 003 0.0000 10.0759 10.0759 2.8000e- 004 0.0000 10.0828 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 25 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 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 N2O CO2e Category tons/yr MT/yr Mitigated 0.2577 0.6818 3.4985 0.0111 1.0370 9.5100e- 003 1.0466 0.2770 8.8300e- 003 0.2859 0.0000 1,015.241 7 1,015.241 7 0.0510 0.0000 1,016.517 7 Unmitigated 0.2577 0.6818 3.4985 0.0111 1.0370 9.5100e- 003 1.0466 0.2770 8.8300e- 003 0.2859 0.0000 1,015.241 7 1,015.241 7 0.0510 0.0000 1,016.517 7 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 679.71 653.30 599.09 2,270,424 2,270,424 Enclosed Parking with Elevator 0.00 0.00 0.00 Strip Mall 277.97 263.70 128.11 484,254 484,254 Total 957.68 917.00 727.20 2,754,678 2,754,678 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 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 26 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 5.0 Energy Detail 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 N2O CO2e Category tons/yr MT/yr Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 488.6444 488.6444 0.0202 4.1700e- 003 490.3925 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 488.6444 488.6444 0.0202 4.1700e- 003 490.3925 NaturalGas Mitigated 0.0101 0.0867 0.0373 5.5000e- 004 7.0100e- 003 7.0100e- 003 7.0100e- 003 7.0100e- 003 0.0000 100.3428 100.3428 1.9200e- 003 1.8400e- 003 100.9391 NaturalGas Unmitigated 0.0101 0.0867 0.0373 5.5000e- 004 7.0100e- 003 7.0100e- 003 7.0100e- 003 7.0100e- 003 0.0000 100.3428 100.3428 1.9200e- 003 1.8400e- 003 100.9391 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.575755 0.047368 0.214937 0.126798 0.016583 0.006528 0.000000 0.000000 0.002650 0.002319 0.005417 0.000724 0.000923 Enclosed Parking with Elevator 0.546501 0.044961 0.204016 0.120355 0.015740 0.006196 0.020131 0.030678 0.002515 0.002201 0.005142 0.000687 0.000876 Strip Mall 0.546501 0.044961 0.204016 0.120355 0.015740 0.006196 0.020131 0.030678 0.002515 0.002201 0.005142 0.000687 0.000876 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 27 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 5.2 Energy by Land Use - NaturalGas 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 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Apartments Mid Rise 1.86207e +006 0.0100 0.0858 0.0365 5.5000e- 004 6.9400e- 003 6.9400e- 003 6.9400e- 003 6.9400e- 003 0.0000 99.3670 99.3670 1.9000e- 003 1.8200e- 003 99.9575 Enclosed Parking with Elevator 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 0.0000 Strip Mall 18286 1.0000e- 004 9.0000e- 004 7.5000e- 004 1.0000e- 005 7.0000e- 005 7.0000e- 005 7.0000e- 005 7.0000e- 005 0.0000 0.9758 0.9758 2.0000e- 005 2.0000e- 005 0.9816 Total 0.0101 0.0867 0.0373 5.6000e- 004 7.0100e- 003 7.0100e- 003 7.0100e- 003 7.0100e- 003 0.0000 100.3428 100.3428 1.9200e- 003 1.8400e- 003 100.9391 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 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Apartments Mid Rise 1.86207e +006 0.0100 0.0858 0.0365 5.5000e- 004 6.9400e- 003 6.9400e- 003 6.9400e- 003 6.9400e- 003 0.0000 99.3670 99.3670 1.9000e- 003 1.8200e- 003 99.9575 Enclosed Parking with Elevator 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 0.0000 Strip Mall 18286 1.0000e- 004 9.0000e- 004 7.5000e- 004 1.0000e- 005 7.0000e- 005 7.0000e- 005 7.0000e- 005 7.0000e- 005 0.0000 0.9758 0.9758 2.0000e- 005 2.0000e- 005 0.9816 Total 0.0101 0.0867 0.0373 5.6000e- 004 7.0100e- 003 7.0100e- 003 7.0100e- 003 7.0100e- 003 0.0000 100.3428 100.3428 1.9200e- 003 1.8400e- 003 100.9391 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 28 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 6.0 Area Detail 5.3 Energy by Land Use - Electricity Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Apartments Mid Rise 562696 179.2869 7.4000e- 003 1.5300e- 003 179.9283 Enclosed Parking with Elevator 820400 261.3970 0.0108 2.2300e- 003 262.3322 Strip Mall 150525 47.9605 1.9800e- 003 4.1000e- 004 48.1321 Total 488.6444 0.0202 4.1700e- 003 490.3925 Unmitigated Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Apartments Mid Rise 562696 179.2869 7.4000e- 003 1.5300e- 003 179.9283 Enclosed Parking with Elevator 820400 261.3970 0.0108 2.2300e- 003 262.3322 Strip Mall 150525 47.9605 1.9800e- 003 4.1000e- 004 48.1321 Total 488.6444 0.0202 4.1700e- 003 490.3925 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 29 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 6.1 Mitigation Measures Area 6.0 Area Detail 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 N2O CO2e Category tons/yr MT/yr Mitigated 0.7986 0.0454 1.4519 2.6000e- 004 0.0103 0.0103 0.0103 0.0103 0.0000 35.7296 35.7296 2.9200e- 003 6.1000e- 004 35.9850 Unmitigated 0.7986 0.0454 1.4519 2.6000e- 004 0.0103 0.0103 0.0103 0.0103 0.0000 35.7296 35.7296 2.9200e- 003 6.1000e- 004 35.9850 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 30 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 6.2 Area by SubCategory 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 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.0625 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.6889 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 3.3700e- 003 0.0288 0.0123 1.8000e- 004 2.3300e- 003 2.3300e- 003 2.3300e- 003 2.3300e- 003 0.0000 33.3791 33.3791 6.4000e- 004 6.1000e- 004 33.5774 Landscaping 0.0438 0.0166 1.4396 8.0000e- 005 7.9500e- 003 7.9500e- 003 7.9500e- 003 7.9500e- 003 0.0000 2.3505 2.3505 2.2800e- 003 0.0000 2.4076 Total 0.7986 0.0454 1.4519 2.6000e- 004 0.0103 0.0103 0.0103 0.0103 0.0000 35.7296 35.7296 2.9200e- 003 6.1000e- 004 35.9850 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 31 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 7.1 Mitigation Measures Water 7.0 Water Detail 6.2 Area by SubCategory 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 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.0625 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.6889 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 3.3700e- 003 0.0288 0.0123 1.8000e- 004 2.3300e- 003 2.3300e- 003 2.3300e- 003 2.3300e- 003 0.0000 33.3791 33.3791 6.4000e- 004 6.1000e- 004 33.5774 Landscaping 0.0438 0.0166 1.4396 8.0000e- 005 7.9500e- 003 7.9500e- 003 7.9500e- 003 7.9500e- 003 0.0000 2.3505 2.3505 2.2800e- 003 0.0000 2.4076 Total 0.7986 0.0454 1.4519 2.6000e- 004 0.0103 0.0103 0.0103 0.0103 0.0000 35.7296 35.7296 2.9200e- 003 6.1000e- 004 35.9850 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 32 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual Total CO2 CH4 N2O CO2e Category MT/yr Mitigated 66.1374 0.3246 8.1400e- 003 76.6791 Unmitigated 66.1374 0.3246 8.1400e- 003 76.6791 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Apartments Mid Rise 9.05641 / 5.70948 60.6570 0.2975 7.4600e- 003 70.3178 Enclosed Parking with Elevator 0 / 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 0.825909 / 0.506202 5.4804 0.0271 6.8000e- 004 6.3613 Total 66.1374 0.3246 8.1400e- 003 76.6791 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 33 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 8.1 Mitigation Measures Waste 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Apartments Mid Rise 9.05641 / 5.70948 60.6570 0.2975 7.4600e- 003 70.3178 Enclosed Parking with Elevator 0 / 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 0.825909 / 0.506202 5.4804 0.0271 6.8000e- 004 6.3613 Total 66.1374 0.3246 8.1400e- 003 76.6791 Mitigated 8.0 Waste Detail CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 34 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual Total CO2 CH4 N2O CO2e MT/yr Mitigated 15.3563 0.9075 0.0000 38.0445 Unmitigated 15.3563 0.9075 0.0000 38.0445 Category/Year 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Apartments Mid Rise 63.94 12.9792 0.7671 0.0000 32.1555 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 11.71 2.3770 0.1405 0.0000 5.8890 Total 15.3563 0.9075 0.0000 38.0445 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 35 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Apartments Mid Rise 63.94 12.9792 0.7671 0.0000 32.1555 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 11.71 2.3770 0.1405 0.0000 5.8890 Total 15.3563 0.9075 0.0000 38.0445 Mitigated 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 Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 36 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:25 AMPage 37 of 37 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Annual 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking with Elevator 350.00 Space 0.00 140,000.00 0 Apartments Mid Rise 139.00 Dwelling Unit 1.74 177,000.00 402 Strip Mall 11.15 1000sqft 0.00 11,150.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 9 Wind Speed (m/s)Precipitation Freq (Days)2.2 33 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Huntington Plaza Mixed Use Los Angeles-South Coast County, Summer CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 1 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer Project Characteristics - . Land Use - . Construction Phase - . Off-road Equipment - . Off-road Equipment - Off-road Equipment - . Off-road Equipment - Off-road Equipment - Trips and VMT - 14 CY truck/17.5 ton truck Demolition - . Grading - Default total acres graded. Architectural Coating - defaults Vehicle Trips - Per Psomas traffic report Woodstoves - 139 gas fireplaces Energy Use - Construction Off-road Equipment Mitigation - Table Name Column Name Default Value New Value tblConstructionPhase NumDays 20.00 43.00 tblConstructionPhase NumDays 4.00 175.00 tblConstructionPhase NumDays 200.00 500.00 tblConstructionPhase NumDays 10.00 65.00 tblConstructionPhase NumDays 10.00 66.00 tblFireplaces FireplaceWoodMass 1,019.20 0.00 tblFireplaces NumberGas 118.15 139.00 tblFireplaces NumberNoFireplace 13.90 0.00 tblFireplaces NumberWood 6.95 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 2 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer tblFleetMix HHD 0.03 0.00 tblFleetMix LDA 0.55 0.58 tblFleetMix LDT1 0.04 0.05 tblFleetMix LDT2 0.20 0.21 tblFleetMix LHD1 0.02 0.02 tblFleetMix LHD2 6.1960e-003 6.5277e-003 tblFleetMix MCY 5.1420e-003 5.4173e-003 tblFleetMix MDV 0.12 0.13 tblFleetMix MH 8.7600e-004 9.2289e-004 tblFleetMix MHD 0.02 0.00 tblFleetMix OBUS 2.5150e-003 2.6496e-003 tblFleetMix SBUS 6.8700e-004 7.2378e-004 tblFleetMix UBUS 2.2010e-003 2.3188e-003 tblGrading MaterialExported 0.00 44,420.00 tblLandUse LandUseSquareFeet 139,000.00 177,000.00 tblLandUse LotAcreage 3.15 0.00 tblLandUse LotAcreage 3.66 1.74 tblLandUse LotAcreage 0.26 0.00 tblLandUse Population 398.00 402.00 tblTripsAndVMT HaulingTripNumber 588.00 680.00 tblTripsAndVMT HaulingTripNumber 5,553.00 6,346.00 tblVehicleTrips ST_TR 6.39 4.70 tblVehicleTrips ST_TR 42.04 23.65 tblVehicleTrips SU_TR 5.86 4.31 tblVehicleTrips SU_TR 20.43 11.49 tblVehicleTrips WD_TR 6.65 4.89 tblVehicleTrips WD_TR 44.32 24.93 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 3 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 2.0 Emissions Summary tblWoodstoves NumberCatalytic 6.95 0.00 tblWoodstoves NumberNoncatalytic 6.95 0.00 tblWoodstoves WoodstoveDayYear 25.00 0.00 tblWoodstoves WoodstoveWoodMass 999.60 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 4 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 2.1 Overall Construction (Maximum Daily Emission) 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 N2O CO2e Year lb/day lb/day 2020 2.9183 25.5386 21.3960 0.0516 5.6665 1.1682 6.3849 2.7275 1.0911 3.3896 0.0000 5,014.5611 5,014.5611 0.6939 0.0000 5,027.040 6 2021 2.6285 17.9970 20.4396 0.0509 2.0669 0.7069 2.7738 0.5540 0.6819 1.2358 0.0000 4,945.549 7 4,945.549 7 0.4764 0.0000 4,957.459 7 2022 21.6831 23.4358 28.9961 0.0651 2.4246 0.9586 3.1707 0.6488 0.9101 1.5026 0.0000 6,311.6118 6,311.6118 0.8755 0.0000 6,333.499 4 Maximum 21.6831 25.5386 28.9961 0.0651 5.6665 1.1682 6.3849 2.7275 1.0911 3.3896 0.0000 6,311.611 8 6,311.611 8 0.8755 0.0000 6,333.499 4 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 N2O CO2e Year lb/day lb/day 2020 2.9183 25.5386 21.3960 0.0516 2.6512 1.1682 3.3696 1.1842 1.0911 1.8464 0.0000 5,014.5611 5,014.5611 0.6939 0.0000 5,027.040 6 2021 2.6285 17.9970 20.4396 0.0509 2.0669 0.7069 2.7738 0.5540 0.6819 1.2358 0.0000 4,945.549 7 4,945.549 7 0.4764 0.0000 4,957.459 7 2022 21.6831 23.4358 28.9961 0.0651 2.4246 0.9586 3.1707 0.6488 0.9101 1.5026 0.0000 6,311.6118 6,311.6118 0.8755 0.0000 6,333.499 4 Maximum 21.6831 25.5386 28.9961 0.0651 2.6512 1.1682 3.3696 1.1842 1.0911 1.8464 0.0000 6,311.611 8 6,311.611 8 0.8755 0.0000 6,333.499 4 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 5 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 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 Percent Reduction 0.00 0.00 0.00 0.00 29.68 0.00 24.46 39.27 0.00 25.18 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 6 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 2.2 Overall 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 N2O CO2e Category lb/day lb/day Area 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Energy 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 Mobile 1.5647 3.7021 20.7359 0.0659 6.0160 0.0542 6.0702 1.6046 0.0504 1.6550 6,642.633 2 6,642.633 2 0.3254 6,650.767 6 Total 6.3577 6.6157 33.4383 0.0843 6.0160 0.3426 6.3586 1.6046 0.3387 1.9433 0.0000 10,212.96 74 10,212.96 74 0.4136 0.0651 10,242.69 85 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 N2O CO2e Category lb/day lb/day Area 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Energy 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 Mobile 1.5647 3.7021 20.7359 0.0659 6.0160 0.0542 6.0702 1.6046 0.0504 1.6550 6,642.633 2 6,642.633 2 0.3254 6,650.767 6 Total 6.3577 6.6157 33.4383 0.0843 6.0160 0.3426 6.3586 1.6046 0.3387 1.9433 0.0000 10,212.96 74 10,212.96 74 0.4136 0.0651 10,242.69 85 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 7 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 1/1/2020 2/28/2020 5 43 2 Grading Grading 3/1/2020 10/31/2020 5 175 3 Building Construction Building Construction 11/1/2020 9/30/2022 5 500 4 Paving Paving 4/1/2022 6/30/2022 5 65 5 Architectural Coating Architectural Coating 7/1/2022 9/30/2022 5 66 OffRoad Equipment 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 358,425; Residential Outdoor: 119,475; Non-Residential Indoor: 16,725; Non-Residential Outdoor: 5,575; Striped Parking Area: 8,400 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 65.63 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 8 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Grading Graders 1 6.00 187 0.41 Grading Rubber Tired Dozers 1 6.00 247 0.40 Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37 Building Construction Cranes 1 6.00 231 0.29 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Welders 3 8.00 46 0.45 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Pavers 1 6.00 130 0.42 Paving Paving Equipment 1 8.00 132 0.36 Paving Rollers 1 7.00 80 0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Architectural Coating Air Compressors 1 6.00 78 0.48 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 5 13.00 0.00 680.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 3 8.00 0.00 6,346.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 7 162.00 40.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 32.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 9 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.2 Demolition - 2020 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 N2O CO2e Category lb/day lb/day Fugitive Dust 2.9595 0.0000 2.9595 0.4481 0.0000 0.4481 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 2.9595 1.1525 4.1120 0.4481 1.0761 1.5242 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 10 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.2 Demolition - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.1381 4.5472 1.0076 0.0125 0.2765 0.0145 0.2910 0.0758 0.0139 0.0897 1,353.408 5 1,353.408 5 0.0921 1,355.7115 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 Worker 0.0598 0.0426 0.5692 1.5400e- 003 0.1453 1.2100e- 003 0.1465 0.0385 1.1200e- 003 0.0397 152.8947 152.8947 4.8200e- 003 153.0152 Total 0.1980 4.5897 1.5768 0.0140 0.4218 0.0157 0.4375 0.1143 0.0150 0.1293 1,506.303 1 1,506.303 1 0.0969 1,508.726 7 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 N2O CO2e Category lb/day lb/day Fugitive Dust 1.1542 0.0000 1.1542 0.1748 0.0000 0.1748 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 1.1542 1.1525 2.3067 0.1748 1.0761 1.2509 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 11 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.2 Demolition - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.1381 4.5472 1.0076 0.0125 0.2765 0.0145 0.2910 0.0758 0.0139 0.0897 1,353.408 5 1,353.408 5 0.0921 1,355.7115 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 Worker 0.0598 0.0426 0.5692 1.5400e- 003 0.1453 1.2100e- 003 0.1465 0.0385 1.1200e- 003 0.0397 152.8947 152.8947 4.8200e- 003 153.0152 Total 0.1980 4.5897 1.5768 0.0140 0.4218 0.0157 0.4375 0.1143 0.0150 0.1293 1,506.303 1 1,506.303 1 0.0969 1,508.726 7 Mitigated Construction Off-Site 3.3 Grading - 2020 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 N2O CO2e Category lb/day lb/day Fugitive Dust 4.9430 0.0000 4.9430 2.5300 0.0000 2.5300 0.0000 0.0000 Off-Road 1.3498 15.0854 6.4543 0.0141 0.6844 0.6844 0.6296 0.6296 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Total 1.3498 15.0854 6.4543 0.0141 4.9430 0.6844 5.6274 2.5300 0.6296 3.1596 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 12 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.3 Grading - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.3168 10.4271 2.3105 0.0286 0.6340 0.0333 0.6673 0.1738 0.0318 0.2056 3,103.490 7 3,103.490 7 0.2112 3,108.771 8 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 Worker 0.0368 0.0262 0.3503 9.4000e- 004 0.0894 7.5000e- 004 0.0902 0.0237 6.9000e- 004 0.0244 94.0890 94.0890 2.9700e- 003 94.1632 Total 0.3536 10.4532 2.6608 0.0296 0.7235 0.0340 0.7575 0.1975 0.0325 0.2300 3,197.579 7 3,197.579 7 0.2142 3,202.935 0 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 N2O CO2e Category lb/day lb/day Fugitive Dust 1.9278 0.0000 1.9278 0.9867 0.0000 0.9867 0.0000 0.0000 Off-Road 1.3498 15.0854 6.4543 0.0141 0.6844 0.6844 0.6296 0.6296 0.0000 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Total 1.3498 15.0854 6.4543 0.0141 1.9278 0.6844 2.6122 0.9867 0.6296 1.6163 0.0000 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 13 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.3 Grading - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.3168 10.4271 2.3105 0.0286 0.6340 0.0333 0.6673 0.1738 0.0318 0.2056 3,103.490 7 3,103.490 7 0.2112 3,108.771 8 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 Worker 0.0368 0.0262 0.3503 9.4000e- 004 0.0894 7.5000e- 004 0.0902 0.0237 6.9000e- 004 0.0244 94.0890 94.0890 2.9700e- 003 94.1632 Total 0.3536 10.4532 2.6608 0.0296 0.7235 0.0340 0.7575 0.1975 0.0325 0.2300 3,197.579 7 3,197.579 7 0.2142 3,202.935 0 Mitigated Construction Off-Site 3.4 Building Construction - 2020 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 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 14 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.4 Building Construction - 2020 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 N2O 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 Vendor 0.1423 4.2549 1.1148 0.0104 0.2561 0.0200 0.2761 0.0737 0.0192 0.0929 1,108.098 8 1,108.098 8 0.0676 1,109.789 3 Worker 0.7455 0.5304 7.0931 0.0191 1.8108 0.0151 1.8259 0.4802 0.0140 0.4942 1,905.302 9 1,905.302 9 0.0601 1,906.804 6 Total 0.8878 4.7853 8.2079 0.0295 2.0669 0.0352 2.1020 0.5540 0.0331 0.5871 3,013.401 6 3,013.401 6 0.1277 3,016.593 9 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 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 15 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.4 Building Construction - 2020 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 N2O 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 Vendor 0.1423 4.2549 1.1148 0.0104 0.2561 0.0200 0.2761 0.0737 0.0192 0.0929 1,108.098 8 1,108.098 8 0.0676 1,109.789 3 Worker 0.7455 0.5304 7.0931 0.0191 1.8108 0.0151 1.8259 0.4802 0.0140 0.4942 1,905.302 9 1,905.302 9 0.0601 1,906.804 6 Total 0.8878 4.7853 8.2079 0.0295 2.0669 0.0352 2.1020 0.5540 0.0331 0.5871 3,013.401 6 3,013.401 6 0.1277 3,016.593 9 Mitigated Construction Off-Site 3.4 Building Construction - 2021 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 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 16 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.4 Building Construction - 2021 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 N2O 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 Vendor 0.1216 3.8836 1.0153 0.0103 0.2561 7.9400e- 003 0.2640 0.0737 7.5900e- 003 0.0813 1,099.522 5 1,099.522 5 0.0648 1,101.141 9 Worker 0.6944 0.4773 6.5249 0.0185 1.8108 0.0146 1.8254 0.4802 0.0135 0.4937 1,844.807 2 1,844.807 2 0.0544 1,846.166 1 Total 0.8160 4.3609 7.5402 0.0288 2.0669 0.0226 2.0894 0.5540 0.0211 0.5750 2,944.329 7 2,944.329 7 0.1191 2,947.308 0 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 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 17 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.4 Building Construction - 2021 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 N2O 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 Vendor 0.1216 3.8836 1.0153 0.0103 0.2561 7.9400e- 003 0.2640 0.0737 7.5900e- 003 0.0813 1,099.522 5 1,099.522 5 0.0648 1,101.141 9 Worker 0.6944 0.4773 6.5249 0.0185 1.8108 0.0146 1.8254 0.4802 0.0135 0.4937 1,844.807 2 1,844.807 2 0.0544 1,846.166 1 Total 0.8160 4.3609 7.5402 0.0288 2.0669 0.0226 2.0894 0.5540 0.0211 0.5750 2,944.329 7 2,944.329 7 0.1191 2,947.308 0 Mitigated Construction Off-Site 3.4 Building Construction - 2022 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 N2O CO2e Category lb/day lb/day Off-Road 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Total 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 18 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.4 Building Construction - 2022 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 N2O 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 Vendor 0.1141 3.6932 0.9606 0.0102 0.2561 6.9400e- 003 0.2630 0.0737 6.6400e- 003 0.0804 1,089.943 6 1,089.943 6 0.0626 1,091.507 2 Worker 0.6505 0.4312 6.0200 0.0179 1.8108 0.0142 1.8250 0.4802 0.0131 0.4933 1,779.914 0 1,779.914 0 0.0491 1,781.142 1 Total 0.7646 4.1244 6.9806 0.0281 2.0669 0.0211 2.0880 0.5540 0.0197 0.5737 2,869.857 5 2,869.857 5 0.1117 2,872.649 4 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 N2O CO2e Category lb/day lb/day Off-Road 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 0.0000 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Total 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 0.0000 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 19 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.4 Building Construction - 2022 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 N2O 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 Vendor 0.1141 3.6932 0.9606 0.0102 0.2561 6.9400e- 003 0.2630 0.0737 6.6400e- 003 0.0804 1,089.943 6 1,089.943 6 0.0626 1,091.507 2 Worker 0.6505 0.4312 6.0200 0.0179 1.8108 0.0142 1.8250 0.4802 0.0131 0.4933 1,779.914 0 1,779.914 0 0.0491 1,781.142 1 Total 0.7646 4.1244 6.9806 0.0281 2.0669 0.0211 2.0880 0.5540 0.0197 0.5737 2,869.857 5 2,869.857 5 0.1117 2,872.649 4 Mitigated Construction Off-Site 3.5 Paving - 2022 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 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 20 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.5 Paving - 2022 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 N2O 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 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 Worker 0.0522 0.0346 0.4831 1.4300e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 142.8326 142.8326 3.9400e- 003 142.9312 Total 0.0522 0.0346 0.4831 1.4300e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 142.8326 142.8326 3.9400e- 003 142.9312 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 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 21 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.5 Paving - 2022 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 N2O 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 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 Worker 0.0522 0.0346 0.4831 1.4300e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 142.8326 142.8326 3.9400e- 003 142.9312 Total 0.0522 0.0346 0.4831 1.4300e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 142.8326 142.8326 3.9400e- 003 142.9312 Mitigated Construction Off-Site 3.6 Architectural Coating - 2022 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 N2O CO2e Category lb/day lb/day Archit. Coating 18.9368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Total 19.1413 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 22 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 3.6 Architectural Coating - 2022 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 N2O 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 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 Worker 0.1285 0.0852 1.1891 3.5300e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 351.5879 351.5879 9.7000e- 003 351.8305 Total 0.1285 0.0852 1.1891 3.5300e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 351.5879 351.5879 9.7000e- 003 351.8305 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 N2O CO2e Category lb/day lb/day Archit. Coating 18.9368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Total 19.1413 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 23 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.6 Architectural Coating - 2022 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 N2O 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 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 Worker 0.1285 0.0852 1.1891 3.5300e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 351.5879 351.5879 9.7000e- 003 351.8305 Total 0.1285 0.0852 1.1891 3.5300e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 351.5879 351.5879 9.7000e- 003 351.8305 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 24 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 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 N2O CO2e Category lb/day lb/day Mitigated 1.5647 3.7021 20.7359 0.0659 6.0160 0.0542 6.0702 1.6046 0.0504 1.6550 6,642.633 2 6,642.633 2 0.3254 6,650.767 6 Unmitigated 1.5647 3.7021 20.7359 0.0659 6.0160 0.0542 6.0702 1.6046 0.0504 1.6550 6,642.633 2 6,642.633 2 0.3254 6,650.767 6 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 679.71 653.30 599.09 2,270,424 2,270,424 Enclosed Parking with Elevator 0.00 0.00 0.00 Strip Mall 277.97 263.70 128.11 484,254 484,254 Total 957.68 917.00 727.20 2,754,678 2,754,678 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 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 25 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 5.0 Energy Detail 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 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 NaturalGas Unmitigated 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.575755 0.047368 0.214937 0.126798 0.016583 0.006528 0.000000 0.000000 0.002650 0.002319 0.005417 0.000724 0.000923 Enclosed Parking with Elevator 0.546501 0.044961 0.204016 0.120355 0.015740 0.006196 0.020131 0.030678 0.002515 0.002201 0.005142 0.000687 0.000876 Strip Mall 0.546501 0.044961 0.204016 0.120355 0.015740 0.006196 0.020131 0.030678 0.002515 0.002201 0.005142 0.000687 0.000876 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 26 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 5101.56 0.0550 0.4701 0.2001 3.0000e- 003 0.0380 0.0380 0.0380 0.0380 600.1830 600.1830 0.0115 0.0110 603.7496 Enclosed Parking with Elevator 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 Strip Mall 50.0986 5.4000e- 004 4.9100e- 003 4.1300e- 003 3.0000e- 005 3.7000e- 004 3.7000e- 004 3.7000e- 004 3.7000e- 004 5.8940 5.8940 1.1000e- 004 1.1000e- 004 5.9290 Total 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 5.10156 0.0550 0.4701 0.2001 3.0000e- 003 0.0380 0.0380 0.0380 0.0380 600.1830 600.1830 0.0115 0.0110 603.7496 Enclosed Parking with Elevator 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 Strip Mall 0.0500986 5.4000e- 004 4.9100e- 003 4.1300e- 003 3.0000e- 005 3.7000e- 004 3.7000e- 004 3.7000e- 004 3.7000e- 004 5.8940 5.8940 1.1000e- 004 1.1000e- 004 5.9290 Total 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 27 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 6.1 Mitigation Measures Area 6.0 Area Detail 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 N2O CO2e Category lb/day lb/day Mitigated 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Unmitigated 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 28 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.3424 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.7750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.2698 2.3058 0.9812 0.0147 0.1864 0.1864 0.1864 0.1864 0.0000 2,943.529 4 2,943.529 4 0.0564 0.0540 2,961.021 3 Landscaping 0.3502 0.1327 11.5170 6.1000e- 004 0.0636 0.0636 0.0636 0.0636 20.7278 20.7278 0.0201 21.2311 Total 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 29 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.3424 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.7750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.2698 2.3058 0.9812 0.0147 0.1864 0.1864 0.1864 0.1864 0.0000 2,943.529 4 2,943.529 4 0.0564 0.0540 2,961.021 3 Landscaping 0.3502 0.1327 11.5170 6.1000e- 004 0.0636 0.0636 0.0636 0.0636 20.7278 20.7278 0.0201 21.2311 Total 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 30 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 11.0 Vegetation Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:26 AMPage 31 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Summer 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking with Elevator 350.00 Space 0.00 140,000.00 0 Apartments Mid Rise 139.00 Dwelling Unit 1.74 177,000.00 402 Strip Mall 11.15 1000sqft 0.00 11,150.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 9 Wind Speed (m/s)Precipitation Freq (Days)2.2 33 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Huntington Plaza Mixed Use Los Angeles-South Coast County, Winter CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 1 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter Project Characteristics - . Land Use - . Construction Phase - . Off-road Equipment - . Off-road Equipment - Off-road Equipment - . Off-road Equipment - Off-road Equipment - Trips and VMT - 14 CY truck/17.5 ton truck Demolition - . Grading - Default total acres graded. Architectural Coating - defaults Vehicle Trips - Per Psomas traffic report Woodstoves - 139 gas fireplaces Energy Use - Construction Off-road Equipment Mitigation - Table Name Column Name Default Value New Value tblConstructionPhase NumDays 20.00 43.00 tblConstructionPhase NumDays 4.00 175.00 tblConstructionPhase NumDays 200.00 500.00 tblConstructionPhase NumDays 10.00 65.00 tblConstructionPhase NumDays 10.00 66.00 tblFireplaces FireplaceWoodMass 1,019.20 0.00 tblFireplaces NumberGas 118.15 139.00 tblFireplaces NumberNoFireplace 13.90 0.00 tblFireplaces NumberWood 6.95 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 2 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter tblFleetMix HHD 0.03 0.00 tblFleetMix LDA 0.55 0.58 tblFleetMix LDT1 0.04 0.05 tblFleetMix LDT2 0.20 0.21 tblFleetMix LHD1 0.02 0.02 tblFleetMix LHD2 6.1960e-003 6.5277e-003 tblFleetMix MCY 5.1420e-003 5.4173e-003 tblFleetMix MDV 0.12 0.13 tblFleetMix MH 8.7600e-004 9.2289e-004 tblFleetMix MHD 0.02 0.00 tblFleetMix OBUS 2.5150e-003 2.6496e-003 tblFleetMix SBUS 6.8700e-004 7.2378e-004 tblFleetMix UBUS 2.2010e-003 2.3188e-003 tblGrading MaterialExported 0.00 44,420.00 tblLandUse LandUseSquareFeet 139,000.00 177,000.00 tblLandUse LotAcreage 3.15 0.00 tblLandUse LotAcreage 3.66 1.74 tblLandUse LotAcreage 0.26 0.00 tblLandUse Population 398.00 402.00 tblTripsAndVMT HaulingTripNumber 588.00 680.00 tblTripsAndVMT HaulingTripNumber 5,553.00 6,346.00 tblVehicleTrips ST_TR 6.39 4.70 tblVehicleTrips ST_TR 42.04 23.65 tblVehicleTrips SU_TR 5.86 4.31 tblVehicleTrips SU_TR 20.43 11.49 tblVehicleTrips WD_TR 6.65 4.89 tblVehicleTrips WD_TR 44.32 24.93 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 3 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 2.0 Emissions Summary tblWoodstoves NumberCatalytic 6.95 0.00 tblWoodstoves NumberNoncatalytic 6.95 0.00 tblWoodstoves WoodstoveDayYear 25.00 0.00 tblWoodstoves WoodstoveWoodMass 999.60 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 4 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 2.1 Overall Construction (Maximum Daily Emission) 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 N2O CO2e Year lb/day lb/day 2020 3.0071 25.6764 20.9140 0.0502 5.6665 1.1684 6.3854 2.7275 1.0914 3.3901 0.0000 4,872.976 8 4,872.976 8 0.6970 0.0000 4,885.479 4 2021 2.7126 18.0400 19.9882 0.0495 2.0669 0.7072 2.7740 0.5540 0.6821 1.2361 0.0000 4,807.648 9 4,807.648 9 0.4774 0.0000 4,819.584 3 2022 21.7786 23.4754 28.5311 0.0637 2.4246 0.9588 3.1710 0.6488 0.9103 1.5028 0.0000 6,169.299 4 6,169.299 4 0.8764 0.0000 6,191.208 1 Maximum 21.7786 25.6764 28.5311 0.0637 5.6665 1.1684 6.3854 2.7275 1.0914 3.3901 0.0000 6,169.299 4 6,169.299 4 0.8764 0.0000 6,191.208 1 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 N2O CO2e Year lb/day lb/day 2020 3.0071 25.6764 20.9140 0.0502 2.6512 1.1684 3.3702 1.1842 1.0914 1.8469 0.0000 4,872.976 8 4,872.976 8 0.6970 0.0000 4,885.479 4 2021 2.7126 18.0400 19.9882 0.0495 2.0669 0.7072 2.7740 0.5540 0.6821 1.2361 0.0000 4,807.648 9 4,807.648 9 0.4774 0.0000 4,819.584 3 2022 21.7786 23.4754 28.5311 0.0637 2.4246 0.9588 3.1710 0.6488 0.9103 1.5028 0.0000 6,169.299 4 6,169.299 4 0.8764 0.0000 6,191.208 1 Maximum 21.7786 25.6764 28.5311 0.0637 2.6512 1.1684 3.3702 1.1842 1.0914 1.8469 0.0000 6,169.299 4 6,169.299 4 0.8764 0.0000 6,191.208 1 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 5 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 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 Percent Reduction 0.00 0.00 0.00 0.00 29.68 0.00 24.45 39.27 0.00 25.18 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 6 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 2.2 Overall 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 N2O CO2e Category lb/day lb/day Area 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Energy 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 Mobile 1.5095 3.8732 19.5965 0.0624 6.0160 0.0543 6.0703 1.6046 0.0505 1.6551 6,288.749 4 6,288.749 4 0.3207 6,296.766 0 Total 6.3025 6.7868 32.2989 0.0808 6.0160 0.3427 6.3587 1.6046 0.3388 1.9434 0.0000 9,859.083 6 9,859.083 6 0.4088 0.0651 9,888.696 9 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 N2O CO2e Category lb/day lb/day Area 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Energy 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 Mobile 1.5095 3.8732 19.5965 0.0624 6.0160 0.0543 6.0703 1.6046 0.0505 1.6551 6,288.749 4 6,288.749 4 0.3207 6,296.766 0 Total 6.3025 6.7868 32.2989 0.0808 6.0160 0.3427 6.3587 1.6046 0.3388 1.9434 0.0000 9,859.083 6 9,859.083 6 0.4088 0.0651 9,888.696 9 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 7 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 1/1/2020 2/28/2020 5 43 2 Grading Grading 3/1/2020 10/31/2020 5 175 3 Building Construction Building Construction 11/1/2020 9/30/2022 5 500 4 Paving Paving 4/1/2022 6/30/2022 5 65 5 Architectural Coating Architectural Coating 7/1/2022 9/30/2022 5 66 OffRoad Equipment 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 Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 358,425; Residential Outdoor: 119,475; Non-Residential Indoor: 16,725; Non-Residential Outdoor: 5,575; Striped Parking Area: 8,400 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 65.63 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 8 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Grading Graders 1 6.00 187 0.41 Grading Rubber Tired Dozers 1 6.00 247 0.40 Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37 Building Construction Cranes 1 6.00 231 0.29 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Welders 3 8.00 46 0.45 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Pavers 1 6.00 130 0.42 Paving Paving Equipment 1 8.00 132 0.36 Paving Rollers 1 7.00 80 0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Architectural Coating Air Compressors 1 6.00 78 0.48 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 5 13.00 0.00 680.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 3 8.00 0.00 6,346.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 7 162.00 40.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 32.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 9 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.2 Demolition - 2020 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 N2O CO2e Category lb/day lb/day Fugitive Dust 2.9595 0.0000 2.9595 0.4481 0.0000 0.4481 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 2.9595 1.1525 4.1120 0.4481 1.0761 1.5242 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 10 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.2 Demolition - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.1415 4.6060 1.0709 0.0123 0.2765 0.0147 0.2912 0.0758 0.0141 0.0899 1,330.102 3 1,330.102 3 0.0955 1,332.489 0 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 Worker 0.0664 0.0471 0.5213 1.4500e- 003 0.1453 1.2100e- 003 0.1465 0.0385 1.1200e- 003 0.0397 143.9647 143.9647 4.5400e- 003 144.0781 Total 0.2079 4.6531 1.5922 0.0137 0.4218 0.0160 0.4378 0.1143 0.0152 0.1296 1,474.066 9 1,474.066 9 0.1000 1,476.567 1 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 N2O CO2e Category lb/day lb/day Fugitive Dust 1.1542 0.0000 1.1542 0.1748 0.0000 0.1748 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 1.1542 1.1525 2.3067 0.1748 1.0761 1.2509 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 11 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.2 Demolition - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.1415 4.6060 1.0709 0.0123 0.2765 0.0147 0.2912 0.0758 0.0141 0.0899 1,330.102 3 1,330.102 3 0.0955 1,332.489 0 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 Worker 0.0664 0.0471 0.5213 1.4500e- 003 0.1453 1.2100e- 003 0.1465 0.0385 1.1200e- 003 0.0397 143.9647 143.9647 4.5400e- 003 144.0781 Total 0.2079 4.6531 1.5922 0.0137 0.4218 0.0160 0.4378 0.1143 0.0152 0.1296 1,474.066 9 1,474.066 9 0.1000 1,476.567 1 Mitigated Construction Off-Site 3.3 Grading - 2020 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 N2O CO2e Category lb/day lb/day Fugitive Dust 4.9430 0.0000 4.9430 2.5300 0.0000 2.5300 0.0000 0.0000 Off-Road 1.3498 15.0854 6.4543 0.0141 0.6844 0.6844 0.6296 0.6296 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Total 1.3498 15.0854 6.4543 0.0141 4.9430 0.6844 5.6274 2.5300 0.6296 3.1596 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 12 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.3 Grading - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.3245 10.5620 2.4556 0.0282 0.6340 0.0338 0.6678 0.1738 0.0323 0.2061 3,050.047 4 3,050.047 4 0.2189 3,055.520 5 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 Worker 0.0409 0.0290 0.3208 8.9000e- 004 0.0894 7.5000e- 004 0.0902 0.0237 6.9000e- 004 0.0244 88.5936 88.5936 2.7900e- 003 88.6634 Total 0.3653 10.5910 2.7764 0.0290 0.7235 0.0345 0.7580 0.1975 0.0330 0.2305 3,138.641 0 3,138.641 0 0.2217 3,144.183 9 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 N2O CO2e Category lb/day lb/day Fugitive Dust 1.9278 0.0000 1.9278 0.9867 0.0000 0.9867 0.0000 0.0000 Off-Road 1.3498 15.0854 6.4543 0.0141 0.6844 0.6844 0.6296 0.6296 0.0000 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Total 1.3498 15.0854 6.4543 0.0141 1.9278 0.6844 2.6122 0.9867 0.6296 1.6163 0.0000 1,365.718 3 1,365.718 3 0.4417 1,376.760 9 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 13 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.3 Grading - 2020 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 N2O CO2e Category lb/day lb/day Hauling 0.3245 10.5620 2.4556 0.0282 0.6340 0.0338 0.6678 0.1738 0.0323 0.2061 3,050.047 4 3,050.047 4 0.2189 3,055.520 5 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 Worker 0.0409 0.0290 0.3208 8.9000e- 004 0.0894 7.5000e- 004 0.0902 0.0237 6.9000e- 004 0.0244 88.5936 88.5936 2.7900e- 003 88.6634 Total 0.3653 10.5910 2.7764 0.0290 0.7235 0.0345 0.7580 0.1975 0.0330 0.2305 3,138.641 0 3,138.641 0 0.2217 3,144.183 9 Mitigated Construction Off-Site 3.4 Building Construction - 2020 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 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 14 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.4 Building Construction - 2020 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 N2O 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 Vendor 0.1487 4.2540 1.2295 0.0101 0.2561 0.0203 0.2764 0.0737 0.0195 0.0932 1,077.796 3 1,077.796 3 0.0721 1,079.598 0 Worker 0.8279 0.5872 6.4964 0.0180 1.8108 0.0151 1.8259 0.4802 0.0140 0.4942 1,794.021 0 1,794.021 0 0.0566 1,795.434 7 Total 0.9766 4.8412 7.7259 0.0281 2.0669 0.0355 2.1023 0.5540 0.0334 0.5874 2,871.817 3 2,871.817 3 0.1286 2,875.032 7 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 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 15 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.4 Building Construction - 2020 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 N2O 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 Vendor 0.1487 4.2540 1.2295 0.0101 0.2561 0.0203 0.2764 0.0737 0.0195 0.0932 1,077.796 3 1,077.796 3 0.0721 1,079.598 0 Worker 0.8279 0.5872 6.4964 0.0180 1.8108 0.0151 1.8259 0.4802 0.0140 0.4942 1,794.021 0 1,794.021 0 0.0566 1,795.434 7 Total 0.9766 4.8412 7.7259 0.0281 2.0669 0.0355 2.1023 0.5540 0.0334 0.5874 2,871.817 3 2,871.817 3 0.1286 2,875.032 7 Mitigated Construction Off-Site 3.4 Building Construction - 2021 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 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 16 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.4 Building Construction - 2021 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 N2O 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 Vendor 0.1276 3.8756 1.1231 0.0100 0.2561 8.2000e- 003 0.2643 0.0737 7.8400e- 003 0.0816 1,069.382 1 1,069.382 1 0.0690 1,071.108 0 Worker 0.7725 0.5284 5.9657 0.0174 1.8108 0.0146 1.8254 0.4802 0.0135 0.4937 1,737.046 8 1,737.046 8 0.0511 1,738.324 6 Total 0.9001 4.4039 7.0888 0.0274 2.0669 0.0228 2.0897 0.5540 0.0213 0.5753 2,806.428 9 2,806.428 9 0.1202 2,809.432 6 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 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 17 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.4 Building Construction - 2021 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 N2O 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 Vendor 0.1276 3.8756 1.1231 0.0100 0.2561 8.2000e- 003 0.2643 0.0737 7.8400e- 003 0.0816 1,069.382 1 1,069.382 1 0.0690 1,071.108 0 Worker 0.7725 0.5284 5.9657 0.0174 1.8108 0.0146 1.8254 0.4802 0.0135 0.4937 1,737.046 8 1,737.046 8 0.0511 1,738.324 6 Total 0.9001 4.4039 7.0888 0.0274 2.0669 0.0228 2.0897 0.5540 0.0213 0.5753 2,806.428 9 2,806.428 9 0.1202 2,809.432 6 Mitigated Construction Off-Site 3.4 Building Construction - 2022 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 N2O CO2e Category lb/day lb/day Off-Road 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Total 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 18 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.4 Building Construction - 2022 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 N2O 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 Vendor 0.1198 3.6832 1.0631 9.9100e- 003 0.2561 7.1700e- 003 0.2633 0.0737 6.8600e- 003 0.0806 1,059.8811 1,059.881 1 0.0666 1,061.546 4 Worker 0.7255 0.4772 5.4947 0.0168 1.8108 0.0142 1.8250 0.4802 0.0131 0.4933 1,676.002 5 1,676.002 5 0.0462 1,677.156 2 Total 0.8453 4.1603 6.5577 0.0267 2.0669 0.0213 2.0882 0.5540 0.0199 0.5739 2,735.883 6 2,735.883 6 0.1128 2,738.702 6 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 N2O CO2e Category lb/day lb/day Off-Road 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 0.0000 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Total 1.6487 12.5031 12.7264 0.0221 0.5889 0.5889 0.5689 0.5689 0.0000 2,001.542 9 2,001.542 9 0.3486 2,010.258 1 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 19 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.4 Building Construction - 2022 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 N2O 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 Vendor 0.1198 3.6832 1.0631 9.9100e- 003 0.2561 7.1700e- 003 0.2633 0.0737 6.8600e- 003 0.0806 1,059.881 1 1,059.8811 0.0666 1,061.546 4 Worker 0.7255 0.4772 5.4947 0.0168 1.8108 0.0142 1.8250 0.4802 0.0131 0.4933 1,676.002 5 1,676.002 5 0.0462 1,677.156 2 Total 0.8453 4.1603 6.5577 0.0267 2.0669 0.0213 2.0882 0.5540 0.0199 0.5739 2,735.883 6 2,735.883 6 0.1128 2,738.702 6 Mitigated Construction Off-Site 3.5 Paving - 2022 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 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 20 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.5 Paving - 2022 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 N2O 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 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 Worker 0.0582 0.0383 0.4409 1.3500e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 134.4940 134.4940 3.7000e- 003 134.5866 Total 0.0582 0.0383 0.4409 1.3500e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 134.4940 134.4940 3.7000e- 003 134.5866 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 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 21 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.5 Paving - 2022 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 N2O 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 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 Worker 0.0582 0.0383 0.4409 1.3500e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 134.4940 134.4940 3.7000e- 003 134.5866 Total 0.0582 0.0383 0.4409 1.3500e- 003 0.1453 1.1400e- 003 0.1465 0.0385 1.0500e- 003 0.0396 134.4940 134.4940 3.7000e- 003 134.5866 Mitigated Construction Off-Site 3.6 Architectural Coating - 2022 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 N2O CO2e Category lb/day lb/day Archit. Coating 18.9368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Total 19.1413 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 22 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 3.6 Architectural Coating - 2022 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 N2O 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 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 Worker 0.1433 0.0943 1.0854 3.3200e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 331.0622 331.0622 9.1200e- 003 331.2901 Total 0.1433 0.0943 1.0854 3.3200e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 331.0622 331.0622 9.1200e- 003 331.2901 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 N2O CO2e Category lb/day lb/day Archit. Coating 18.9368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Total 19.1413 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 23 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.6 Architectural Coating - 2022 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 N2O 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 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 Worker 0.1433 0.0943 1.0854 3.3200e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 331.0622 331.0622 9.1200e- 003 331.2901 Total 0.1433 0.0943 1.0854 3.3200e- 003 0.3577 2.8000e- 003 0.3605 0.0949 2.5800e- 003 0.0974 331.0622 331.0622 9.1200e- 003 331.2901 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 24 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 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 N2O CO2e Category lb/day lb/day Mitigated 1.5095 3.8732 19.5965 0.0624 6.0160 0.0543 6.0703 1.6046 0.0505 1.6551 6,288.749 4 6,288.749 4 0.3207 6,296.766 0 Unmitigated 1.5095 3.8732 19.5965 0.0624 6.0160 0.0543 6.0703 1.6046 0.0505 1.6551 6,288.749 4 6,288.749 4 0.3207 6,296.766 0 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 679.71 653.30 599.09 2,270,424 2,270,424 Enclosed Parking with Elevator 0.00 0.00 0.00 Strip Mall 277.97 263.70 128.11 484,254 484,254 Total 957.68 917.00 727.20 2,754,678 2,754,678 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 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 25 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 5.0 Energy Detail 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 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 NaturalGas Unmitigated 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.575755 0.047368 0.214937 0.126798 0.016583 0.006528 0.000000 0.000000 0.002650 0.002319 0.005417 0.000724 0.000923 Enclosed Parking with Elevator 0.546501 0.044961 0.204016 0.120355 0.015740 0.006196 0.020131 0.030678 0.002515 0.002201 0.005142 0.000687 0.000876 Strip Mall 0.546501 0.044961 0.204016 0.120355 0.015740 0.006196 0.020131 0.030678 0.002515 0.002201 0.005142 0.000687 0.000876 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 26 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 5101.56 0.0550 0.4701 0.2001 3.0000e- 003 0.0380 0.0380 0.0380 0.0380 600.1830 600.1830 0.0115 0.0110 603.7496 Enclosed Parking with Elevator 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 Strip Mall 50.0986 5.4000e- 004 4.9100e- 003 4.1300e- 003 3.0000e- 005 3.7000e- 004 3.7000e- 004 3.7000e- 004 3.7000e- 004 5.8940 5.8940 1.1000e- 004 1.1000e- 004 5.9290 Total 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 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 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 5.10156 0.0550 0.4701 0.2001 3.0000e- 003 0.0380 0.0380 0.0380 0.0380 600.1830 600.1830 0.0115 0.0110 603.7496 Enclosed Parking with Elevator 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 Strip Mall 0.0500986 5.4000e- 004 4.9100e- 003 4.1300e- 003 3.0000e- 005 3.7000e- 004 3.7000e- 004 3.7000e- 004 3.7000e- 004 5.8940 5.8940 1.1000e- 004 1.1000e- 004 5.9290 Total 0.0556 0.4751 0.2042 3.0300e- 003 0.0384 0.0384 0.0384 0.0384 606.0769 606.0769 0.0116 0.0111 609.6785 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 27 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 6.1 Mitigation Measures Area 6.0 Area Detail 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 N2O CO2e Category lb/day lb/day Mitigated 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Unmitigated 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 28 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.3424 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.7750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.2698 2.3058 0.9812 0.0147 0.1864 0.1864 0.1864 0.1864 0.0000 2,943.529 4 2,943.529 4 0.0564 0.0540 2,961.021 3 Landscaping 0.3502 0.1327 11.5170 6.1000e- 004 0.0636 0.0636 0.0636 0.0636 20.7278 20.7278 0.0201 21.2311 Total 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 29 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory 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 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.3424 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.7750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.2698 2.3058 0.9812 0.0147 0.1864 0.1864 0.1864 0.1864 0.0000 2,943.529 4 2,943.529 4 0.0564 0.0540 2,961.021 3 Landscaping 0.3502 0.1327 11.5170 6.1000e- 004 0.0636 0.0636 0.0636 0.0636 20.7278 20.7278 0.0201 21.2311 Total 4.7374 2.4385 12.4981 0.0153 0.2500 0.2500 0.2500 0.2500 0.0000 2,964.257 2 2,964.257 2 0.0766 0.0540 2,982.252 4 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 30 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter 11.0 Vegetation Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 6/13/2019 10:28 AMPage 31 of 31 Huntington Plaza Mixed Use - Los Angeles-South Coast County, Winter APPENDIX B HISTORIC RESOURCES ASSESSMENT Historic Resource Assessment 124-134 E. Wheeler Avenue and 117-129 E. Huntington Drive Arcadia, CA 91006 Prepared for: Psomas Prepared by: Kathryn McGee November 2018, revised January 2020 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 0 TABLE OF CONTENTS I. Introduction and Executive Summary ............................................................ 1 II. Consultant Qualifications............................................................................... 2 III. Methodology ................................................................................................. 3 IV. Regulatory Setting ......................................................................................... 4 National Register ..................................................................................... 4 California Register .................................................................................. 4 CEQA ..................................................................................................... 5 City of Arcadia ........................................................................................ 6 V. Property Description and History ................................................................... 8 Site.......................................................................................................... 8 Building A .............................................................................................. 10 Building B ............................................................................................... 15 Building C ............................................................................................... 19 Building D .............................................................................................. 22 Building E ............................................................................................... 25 VI. Historic Context ............................................................................................ 28 City of Arcadia ........................................................................................ 28 Route 66.................................................................................................. 37 VII. Historic Resource Assessment ....................................................................... 40 Significance ............................................................................................ 40 VIII. Conclusion .................................................................................................... 44 IX. Bibliography.................................................................................................. 45 Appendix A: Tables of Building Permits Attachments Attachment 1: Current Maps and Aerials Attachment 2: Historic Maps and Aerials Attachment 3: Current Photographs of Subject Property Attachment 4: Current Photographs of Setting Attachment 5: Historic Photographs of Subject Property 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 1 I. INTRODUCTION AND EXECUTIVE SUMMARY This report provides an historic resource assessment of the eight properties located at 124-134 Wheeler Avenue (Assessor Parcel Numbers 5773-010-900, -018, -019, -020, -021, and -901) and 117-129 E. Huntington Drive (Assessor Parcel Numbers 5773-010-007 and -008) in the City of Arcadia, California (referred to hereinafter as “subject properties”). The subject properties contain surface parking lots and a total of 5 commercial buildings, referred to as the following in this report: • Building A (124 Wheeler Avenue, constructed 1953); • Building B (126 Wheeler Avenue, constructed 1945); • Building C (134 Wheeler Avenue, constructed 1954); • Building D (117 E. Huntington Drive, constructed 1946-1947); and, • Building E (129 E. Huntington Drive, constructed 1948). The subject properties do not appear to have been previously evaluated, as they were not identified in the City of Arcadia’s recent historic resource survey and do not appear in the Los Angeles County Historic Property Data File (HPDF). A project involving demolition of the existing buildings and redevelopment of the subject properties is currently proposed. Evaluation of whether or not there are historical resources present is required for purposes of California Environmental Quality Act (CEQA) and local project review. This report provides the required historic resource assessment, evaluating each existing building, including histories of construction and alterations, as well as property owners and tenants. Relevant historic contexts are also included, and each building is evaluated for potential significance under the appropriate local, state, and federal criteria for evaluation. This report finds that none of the subject properties appear to be historically significant. Therefore, the subject properties do not appear to qualify as historical resources under CEQA. This report was initially prepared in November 2018 and was revised in January 2020 to include information from the City of Arcadia’s newly adopted historic preservation ordinance. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 2 II. CONSULTANT QUALIFICATIONS This report was prepared by Kathryn McGee with editorial assistance from Jenna Snow. Ms. McGee visited and photographed the subject properties on September 27, 2018. Kathryn McGee Ms. McGee is an architectural historian and historic preservation planner based in Los Angeles. With over eleven years of experience, she meets the Secretary of the Interior’s Professional Qualification Standards in Architectural History. Ms. McGee launched an independent practice in 2015. She previously worked as a Senior Associate at historic preservation consulting firm, Chattel, Inc. Her educational background includes a Bachelor of Arts degree in architectural history from the University of California, Santa Barbara and a Master of Urban and Regional Planning degree from the University of California, Irvine. She has also completed the Summer Program in Historic Preservation at the University of Southern California and is a LEED Accredited Professional with specialty in Neighborhood Development. Her consulting work entails writing reports for purposes of environmental and local project review; preparation of historic resource assessments and surveys; preparation of technical reports for General Plan Updates; evaluation of properties seeking or complying with Mills Act Contracts; and consultation on adaptive reuse and federal Investment Tax Credit projects. Jenna Snow In January 2015, Jenna Snow launched an independent historic preservation consulting practice offices in Los Angeles. With over fifteen years of professional experience, Ms. Snow has a strong and broad understanding of best historic preservation practice, including federal, state, and local regulations. She has worked on a wide range of projects on both the east and west coasts, as well as internationally. Ms. Snow holds a M.S. in Historic Preservation from Columbia University and a B.A. in Fine Arts focusing on architectural history from Brandeis University. She meets the Secretary of the Interior’s Professional Qualifications Standards in Architectural History. Throughout her career, Ms. Snow has authored, co-authored, and/or served as project manager for nearly 100 historic preservation projects, including a wide variety of historic resource assessments, National Register nominations, and historic resources surveys. She regularly contributes to environmental impact reports, historic preservation certification applications, Section 106 reviews and other work associated with historic building rehabilitation and preservation planning. Ms. Snow has prepared multiple National Register nominations, including the Twohy Building in San José, CA; the Beverly Hills Women’s Club in Beverly Hills, CA; the Sam and Alfreda Maloof Compound in Rancho Cucamonga, CA; the Boyle Hotel/Cummings Block in Los Angeles, CA; the West Los Angeles Veterans Affairs Historic District in Los Angeles, CA, and Temple Ohave Israel in Brownsville, PA. She has completed historic resources surveys, including coauthoring historic context statements in Hollywood, Whittier, CA, and South Los Angeles. Prior to her consulting work, Ms. Snow worked for the New York City Department of Design and Construction in New York, NY, the Freedom Trail Foundation in Boston, MA, and the Neighborhood Preservation Center in New York, NY. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 3 III. METHODOLOGY Project methodology involved research in a variety of databases and repositories, as described below. Historic Property Data File: The California State Office of Historic Preservation (OHP) keeps statewide records on historic properties. Records for Arcadia are indexed in the Los Angeles County Historic Property Data File (HPDF). There are no entries for the subject properties, indicating the properties have not been previously identified. City of Arcadia Historic Resource Survey: The City of Arcadia recently completed a citywide historic resource survey in 2015. The historic context statement prepared for the survey is referenced in this report. The subject properties were not identified as historical resources in the survey. Sanborn Maps: An historic Sanborn fire insurance map report for the subject property was ordered from Environmental Data Resources, Inc. Sanborn map coverage includes maps from 1924, 1929, and 1932 and is included in Attachment B. The subject properties were developed with the existing buildings in the 1940s and 1950s and are not shown on Sanborn maps. Building Permits: City of Arcadia historic building permits are available online through the City’s website. All permits were reviewed and relevant data is referenced in this report. A table of all available permit data is attached in Appendix A. Los Angeles County Assessor: The Office of the Los Angeles County Assessor was searched for records on the subject property. Historic map books showing early ownership information and values of land and improvements were searched and are referenced in this report. Online Databases: Online databases were searched, including: United States Federal Census, voter and death, and city directory records available on Ancestry.com; and Arcadia Tribune, Los Angeles Times, and other local newspapers available on Newspapers.com. Relevant information is referenced in this report. Arcadia Public Library: The Arcadia Public Library has digitized its historic photograph collection, which is available online via the Online Archive of California and Calisphere. This collection was searched and no photographs showing the subject properties were found. Aerial Photographs: Historic aerial photographs were obtained through online databases of the University of California, Santa Barbara and through in-person archival research at the University of California, Los Angeles Air Photo Archive. Relevant photographs are included in Attachments 2 and 5. Books: The following books on the history of Arcadia were referenced: Gordon S. Eberly’s Arcadia: City of the Santa Anita (Claremont: Saunders Press, 1953); Pat McAdam and Sandy Snider’s Arcadia: Where Ranch and City Meet (Arcadia: Friends of the Arcadia Library, 1981); and, Arcadia Historical Society’s Images of America: Arcadia (Charleston: Arcadia Publishing, 2008). 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 4 IV. REGULATORY SETTING National Register The National Register of Historic Places is “an authoritative guide to be used by federal, state, and local governments, private groups, and citizens to identify the nation’s cultural resources and indicate what properties should be considered for protection from destruction or impairment,”1 Administered by the National Park Service, the National Register is the nation’s official list of historic and cultural resources worthy of preservation. Properties listed in the National Register include districts, sites, buildings, structures, and objects that are significant in American history, architecture, archaeology, engineering, and culture. Resources are eligible for the National Register if they meet one or more of the following criteria for significance: A) are associated with events that have made a significant contribution to the broad patterns of our history; or B) are associated with the lives of significant persons in our past; or C) embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D) have yielded or may be likely to yield, information important in history or prehistory.2 Once a resource has been determined to satisfy one of the above criteria, then it must be assessed for “integrity.”3 Integrity refers to the ability of a property to convey its significance. Evaluation of integrity is based on “an understanding of a property’s physical features and how they relate to its significance.” The National Register recognizes seven aspects or qualities of integrity: location, design, setting, materials, workmanship, feeling, and association. To retain integrity, a property must possess several, and usually most, of these aspects. Relationship to this report: The subject properties are not listed in the National Register. For the reasons stated in this report, the subject properties do not appear to meet National Register eligibility requirements, neither individually nor as part of any historic district. California Register Based substantially on the National Register, the California Register is “an authoritative guide… used by state and local agencies, private groups, and citizens to identify the state's historical resources and to indicate what properties are to be protected.”4 For a property to be eligible for listing in the California Register, it must be found by the State Historical Resources Commission to be significant under at least one of the following four criteria: 1) is associated with events that have made a significant contribution to the broad patterns of California’s history and cultural heritage; or 2) is associated with the lives of persons important in our past; or 1 National Register Bulletin #16A: How to Complete the National Register Registration Form, National Park Service, 1997. 2 National Register Bulletin #15, How to Apply the National Register Criteria for Evaluation, National Park Service, 1990, revised 2002. 3 National Register Bulletin #15. 4 California Public Resources Code §5024.1(a), http://codes.lp.findlaw.com/cacode/PRC/1/d5/1/2/s5024.1. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 5 3) embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of an important creative individual or possesses high artistic values; or 4) has yielded, or may be likely to yield, information important in prehistory or history. Also included in the California Register are properties which have been formally determined eligible for listing in, or are listed in the National Register; are registered State Historical Landmark Number 770, and all consecutively numbered landmarks above Number 770; and Points of Historical Interest, which have been reviewed and recommended to the State Historical Resources Commission for listing. The primary difference between eligibility for listing in the National and California Registers is integrity. Properties eligible for listing in the National Register generally have a higher degree of integrity than those only eligible for listing in the California Register. There is, however, no difference with regard to significance. Relationship to this report: The subject properties are not listed in the California Register. For the reasons stated in this report, the subject properties do not appear to meet California Register eligibility requirements, neither individually nor as part of any historic district. California Environmental Quality Act (CEQA) The California Environmental Quality Act (CEQA) was enacted in 1970 and offers protection for identified historical resources. In general, for purposes of CEQA and environmental review, an “historical resource” is that which has been determined eligible for listing in the California Register, or one that is designated at the local level. The term “historical resource” includes the following: 1. A resource listed in, or determined to be eligible by the State Historical Resources Commission for listing in the California Register of Historical Resources (Pub Res Code SS5024.1, Title 14 CCR, Section 4850 et seq). 2. A resource included in a local register of historical resources, as defined in Section 5020.1(k) of the Public Resources Code or identified as significant in an historical resource survey meeting the requirements Section 5024.1(g) of the Public Resources Code, shall be presumed to be historically or culturally significant. Public agencies must treat any such resource as significant unless the preponderance of evidence demonstrates that it is not historically or culturally significant. 3. Any object, building, structure, site, area, place, record, or manuscript which a lead agency determines to be historically significant or significant in the architectural, engineering, scientific, economic, agricultural, educational, social, political, military, or cultural annals of California may be considered to an historical resource, provided the lead agency’s determination is supported by substantial evidence in light of the whole record. Generally, a resource shall be considered by the lead agency to be “historically significant” if the resource meets the criteria for listing on the California Register (Pub Res Code SS5024.1, Title 14 CCR, Section 4852). The fact that a resource is not listed in, or determined to be eligible for listing in the California Register of Historical Resources, not included in a local register of historical resources (pursuant to 5020.1 (k) of the Public Resources Code), or identified in an historical 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 6 survey (meeting the criteria in Section 5024.1(g) of the Public Resources Code) does not preclude a lead agency from determining that the resource may be an historical resource as defined in Public Resources Code Sections 5020.1 (j) or 5024.1. Relationship to this report: The subject properties are not listed in the National or California registers, neither individually nor as part of an historic district. For the reasons stated in this report, the subject properties do not appear to meet California Register or City of Arcadia eligibility criteria as historical resources, neither individually nor as part of any historic district. Therefore, they do not qualify as historical resources under CEQA. City of Arcadia In 2015, the City of Arcadia hired historic preservation consulting firm Architectural Resources Group to conduct a citywide historic resource survey of properties over 45 years of age or older, including preparation of an historic context statement. This work concluded with a survey report dated May 25, 2016.5 The City did not have a preservation ordinance establishing local eligibility criteria at the time of survey; ARG used criteria adapted from California Register criteria in evaluating local eligibility.6 An historic preservation ordinance (Ordinance no. 2359) was adopted by the City on April 2, 2019, establishing Local Eligibility and Designation Criteria,7 which are nearly identical to California Register criteria and are as follows: A. Criteria for Designation Historic Landmark. On the recommendation of the [Planning] Commission, the City Council may designate an individual resource (building, structure, object, or site) if it meets one or more of the following local eligibility criteria: 1. It is associated with events that have made a significant contribution to the broad patterns of Arcadia’s or California’s history; 2. It is associated with the lives of persons important to local or California history; 3. It embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of master, or possesses high artistic values; 4. It has yielded, or has the potential to yield, information important to the prehistory or history of the city or state. Historic District. On the recommendation of the Commission, the City Council may designate a historic district if it meets one or more of the four criteria in Section 9103.17.060(A) and: 1. It possesses a significant concentration, linkage, or continuity of sites, buildings, structures, or objects united historically or aesthetically by plan or physical development. 2. A minimum of 60 percent of the buildings within the proposed historic district contribute to the district’s significance. The following considerations are also provided: 5 Architectural Resources Group, City of Arcadia Citywide Historic Resources Survey Report, prepared for City of Arcadia, Development Services, Planning Division, July 18, 2016. 6 Architectural Resources Group, City of Arcadia Citywide Historic Resources Survey Report, 15. 7 City of Arcadia Municipal Code, §9103.17.060. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 7 B. Automatic Consideration Any property individually listed in the National Register of Historic Places or California Register of Historical Resources shall be automatically considered designated historic resource by the City. C. Considerations for Evaluating Properties – Age A resource considered for listing as a local historic landmark must be at least 45 years of age, unless it can be demonstrated that the resource has achieved exceptional importance within the last 45 years. D. Consideration for Evaluating Properties – Integrity In order for a resource to be eligible for designation as a local landmark or historic district, the resource must retain sufficient integrity. Integrity is the authenticity of a historical resource’s physical identity as evidenced by the survival of characteristics that existed during the time period within which the resource attained significance. Only after significance has been established should the issue of integrity be addressed. There are seven aspects of integrity, as defined by the National Register: location, design, setting, materials, workmanship, feeling, and association. Since significance thresholds associated with local listing are generally less rigid than those associated with listing at the state or national levels, a greater degree of flexibility shall be provided when evaluating the integrity of a locally eligible historic resource, as opposed to one eligible for listing in the National or California Registers. For this reason, it is possible that a historic resource may not retain sufficient integrity to be eligible for listing in the National or California Registers, but may still be eligible for listing at the local level. Integrity shall be determined with reference to the particular characteristics that support the resource’s eligibility under the appropriate criteria of significance. Relationship to this report: The subject properties are not currently designated as City of Arcadia Historic Landmarks or contributors to an Historic District. They were not identified as potentially significant individually or as part of any historic district in the City of Arcadia 2015 historic resource survey. For reasons stated in this report, they do not appear to meet local eligibility criteria for listing as Historic Landmarks or as part of an Historic District. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 8 V. PROPERTY DESCRIPTION AND HISTORY Site Description The subject properties consist of eight contiguous parcels located at 122-134 E. Wheeler Avenue (Buildings A, B, and C, Assessor Parcel Numbers 5773-010-900, -018, -019, -020, -021, and - 901) and 117-129 E. Huntington Drive (Buildings D and E, Assessor Parcel Numbers 5773-010- 007 and -008). Containing five commercial buildings and surface parking lots, the subject properties are bounded by E. Wheeler Avenue to the north, Indiana Street and the elevated Metro Rail line (Gold Line Foothill Extension) to the northeast, E. Huntington Drive to the south and S. 1st Avenue to the west (see Attachment 4, Current Photographs). Huntington Drive, which was historically Route 66 in this part of Arcadia, includes signage indicating historical association with Route 66. Additionally, the sidewalk along Huntington Drive contains a series of bronze plaques known as the “Thoroughbred Racing Walk of Champions.” Celebrating the City’s equestrian history, the Thoroughbred Racing Walk of Champions was dedicated in 2014 and “honors the historic records of outstanding horses, jockeys, trainers, owners and other key figures not just of Santa Anita fame, but encompassing the entire state of California.”9 New inductees are planned to be added annually. Fig 1: Current aerial, subject properties outlined in red with building letters assigned (Google Earth aerial; overlays by author.) Site History The City’s earliest commercial center was located nearby the subject properties at the intersection of Huntington Drive and First Avenue. In the early 1920s, prior to construction of Buildings A-E, development in this area included commercial buildings interspersed with vacant lots along Huntington Drive and 1st Avenue, and industrial buildings along the former Indiana Avenue and the Atchison, Topeka and Santa Fe Railway that runs diagonally (northwest to southeast), just northeast of the subject properties (see Attachment 2, Sanborn Map 1). In 1924, City Hall was located at the northwest corner of Huntington Drive and 1st Avenue. Businesses on the same block as the subject properties included: a bank; laundry; store building with bakery and printer; 9 “Thoroughbred Racing Walk of Champions,” https://arcadiahistoricalsociety.org/racing-walk-champions/. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 9 store building with feed and seed seller, restaurant, and retail stores; an office; and an auto repair shop. Development boomed throughout the 1920s. By 1928, a new library had been constructed nearby, on the southwest corner of Wheeler Avenue and 1st Street, and several new commercial buildings had gone up at the intersection of Huntington Drive and 1st Avenue. Development continued steadily in the 1930s and early 1940s. After the close of World War II in 1945, there was a development boom and previously vacant lots along Huntington Drive and 1st Avenue were quickly infilled with new buildings. The subject properties were developed during this time, with Buildings A-E constructed from 1945-1954.10 A progression of historic aerial photographs from the 1920s through 1970 demonstrates the dramatic transformation of this area (see Attachment 2, Historic Aerials 1-7, and Attachment 5, Historic Photographs 1-3). By 1960, the block surrounding the subject properties had been entirely built out. Fig 2: Historic aerial, subject properties indicated by letters, view northeast, 1957 (UCLA Air Photo Archive) The following sections of this report document the individual histories of each building, with focus on history of construction and alterations, as well as owners and tenants. 10 It should be noted that the subject properties were generally vacant prior to development with Buildings A-E, but in 1944 there was one structure to the east of Building C. This structure was demolished by 1960 and its location is currently a surface parking lot (see Attachment 2, Historic Aerials 1-3). 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 10 Building A (122-124 E. Wheeler Avenue) Fig 3 (left): Building A, west elevation (left) and south elevation (center), 1957, view northeast (UCLA Air Photo Archive) Fig 4 (right): Building A, north façade (left) and west elevation (right), current view southeast (McGee, 2018) Building A Description Building A is oriented north toward E. Wheeler Avenue. The building is one-story and rectangular in plan, with a barrel-vaulted roof and a parapet, higher at the north elevation and stepping down at the side (east and west) elevations. Exterior walls are clad in stucco at the primary north façade, while the side and rear (south) elevations are of brick. The main entrance at the north façade consists of double doors set within a large glazed storefront with contemporary sash, spanning the center and east parts of the elevation. To the west is a contemporary fixed sash window in a former doorway opening. The east elevation is not readily visible due to closely abutting Building B. The west elevation contains a secondary entrance, roughly centered, and a row of steel sash hopper windows with transoms and metal security bars. The south elevation contains a large metal sliding door at its center with a steel sash hopper window on either side. An elevated loading dock spans the width of the elevation, includes a concrete floor, and is covered by a metal canopy supported on slender metal columns. The north elevation storefront opens up into a lobby and showroom spanning the center and east parts of the interior. The lobby and showroom are finished in contemporary painted drywall with contemporary ceilings and flooring. The west wall of the lobby provides access into a storage room, where the north and west walls are of painted brick, and the ceiling is a contemporary suspended ceiling, while the floor is covered in contemporary rubber material. The southwest corner of the lobby leads into a high-volume warehouse space used for storage of party rental supplies. Walls and ceilings are generally painted drywall, although the west and south walls are of painted brick. The warehouse is filled with shelving, including tall metal racks, as well as a wood loft that provides extra storage space. There is a large industrial kitchen in the southeast corner of the interior, where fixtures and finishes all appear to be contemporary. A doorway in the south elevation leads onto the loading dock, which provides access at its east end into the west elevation of Building B. Building A History Building A was constructed in 1953 to house the Arcadia Post Office, which had a 10-year lease and remained there until 1962.11 Robert L. Walker, an Arcadia realtor, was the original owner and handled the initial lease of the building, which originally included the surface parking lots to the west of the building.12 The two easternmost lots, where Building A is located, were subsequently 11 Arcadia City Directory, 1959: 238. Arcadia City Directory, 1960: 241. 12 “New Post Office Building Assured for Arcadia,” Los Angeles Times, June 12, 1953: 22. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 11 sold to a local businessman, Henry Bertolotti, who owned them from about 1954-1968, while the two westernmost lots, the surface parking area, were sold to the City of Arcadia in 1957. The post office vacated Building A in 1962, and the property was listed as vacant in city directories through 1969.13 In 1967, the building was approved by the City of Arcadia to house a retail furniture store, though whether or not that store actually moved into the building is unknown.14 In 1971, David L. Peacock purchased the properties, owning them until 1976, and presumably running his air conditioning business out of the building. Permits issued in 1971 approved renovation work for offices, though the intended tenant and extent of work is unclear, as very little information is provided on building permits.15 David’s wife, Virginia Peacock, subsequently owned the properties from 1979-1989. In 1993, Michael G. Hoffman and Rene Hoffman purchased the properties and moved their business, Arcadia Party Rentals, into Building A from its prior location on Huntington Drive.16 Arcadia Party Rentals has been at the property since 1993 and is the current tenant. Known alterations based on building permits and visual inspection include: Replacement of north façade windows and doors; sandblasting of exposed brick at west and south elevations; reroofing; and reconfiguration of interior spaces. Below are tables of known owners and tenants, as well as early owner and tenant histories. Table of Owners (Building A) Date(s) Owner 1949 Harlan S. Van Horn (lots 27 and 28, the easternmost lots where Building A is located) San Gabriel Valley Lumber Company (lots 29 and 30, the westernmost lots where surface parking is located) 1950-1957 Robert L. Walker and Phyllis S. Walker (lots 29 and 30) 1952-1954 Robert L. Walker and Phyllis S. Walker (lot 27) 1952-1955 Robert L. Walker and Phyllis S. Walker (lot 28) 1954-1968 Henry Bertolotti (lots 27 and 28) 1957-1968 City of Arcadia (lots 29 and 30) 1971-1976 David L. Peacock 1979-1989 Virginia Peacock 1993-2018 Arcadia Party Rentals (Michael G. Hoffman and Rene Hoffman) Table of Tenants (Building A) Date(s) Tenant 1953-1962 U.S. Post Office17 1962-1969 Listed as “vacant” in city directories.18 1967-1993 History of tenants during indicated years is unclear. Correspondence in building permit history shows the building was approved to house a retail furniture store in 1967, while permits issued in 1971 approve renovation for offices.19 Tenants in 1980s and early 1990s are unknown. 13 Arcadia City Directory, 1965: 281. Arcadia City Directory, 1969: 66. 14 William Phelps, Planning Director, letter to Mr. M. Oshin regarding 120 Wheeler Street, March 1, 1967. 15 Phelps, 1967. “120 Wheeler Street,” Application for a Building Permit, Building and Safety Division, City of Arcadia, California, Permit NO. 38950, December 1, 1971. 16 “122 E. Wheeler Ave,” City of Arcadia, Community Development Department, Building and Safety Division, Building Permit, December 29, 1993, Permit No. A9304111. 17 Arcadia City Directory, 1959: 238. Arcadia City Directory, 1960: 241. 18 Arcadia City Directory, 1965: 281. Arcadia City Directory, 1969: 66. 19 Phelps, 1967. “120 Wheeler Street,” Application for a Building Permit, Building and Safety Division, City of Arcadia, California, Permit NO. 38950, December 1, 1971. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 12 Date(s) Tenant 1993-2018 Arcadia Party Rentals20 Robert L. Walker and Phyllis S. Walker Robert L. Walker was an Arcadia realtor in the 1950s. He owned and handled lease of the post office (Building A) in 1953.21 His known work in real estate also included sale of a residential development in Arcadia called Norman Estates, which consisted of 21 ranch homes in 1954,22 and sale of a property at the southwest corner of Huntington Drive and 1st Street in 1957.23 He was also involved locally; becoming president of the Chamber of Commerce in 1951,24 and Arcadia Realty Board in 1952.25 He married Phyllis Sanborn Walker and lived in Sierra Madre in the 1940s through the 1960s.26 Analysis: Robert L. Walker worked in local development and real estate. There is little available information about his work, aside from his role in development of Norman Estates, and no evidence he made significant contributions to the history of local development or otherwise. He does not appear to be a person important in our past. Building A does not appear to be historically significant for its association with Walker. Henry Bertolotti Henry Bertolotti owned Building A from about 1954-1968. Born in Italy in 1883, Bertolotti immigrated to the United States in 1896.27 In 1917, he lived in Illinois and worked as a meat dealer.28 By 1930, he had moved to Pasadena, California, where he worked as a subdivider in the real estate industry and lived with his mother and two sisters. He also worked a proprietor of a candy store in 1940.29 He lived in San Marino while he owned Building A. There is one available article mentioning Bertolotti in the historic Los Angeles Times, which indicates he owned other property in Arcadia.30 Bertolotti died in 1973.31 Analysis: Henry Bertolotti worked in local development. However, there is little available information about his work, and no evidence he made significant contributions to the history of local development or otherwise. He does not appear to be a person important in our past. Building A does not appear to be historically significant for its association with Bertolotti. 20 “122 E. Wheeler Ave,” City of Arcadia, Community Development Department, Building and Safety Division, Building Permit, December 29, 1993, Permit No. A9304111. 21 “New Post Office Building Assured for Arcadia,” Los Angeles Times, June 12, 1953: 22. 22 “Arcadia Tract Plans Ranch Style Homes, Los Angeles Times, June 27, 1954: E11. 23 “New Structure Set for Branch,” Los Angeles Times, September 22, 1957: F10. 24 “Arcadia Officers Elected,” Los Angeles Times, February 13, 1951: A7. 25 “Arcadia Realty Board Gavel to Go to Walker,” Los Angeles Times, December 7, 1952: G6. 26 Arcadia City Directory, 1948: 449. Arcadia City Directory, 1953: 658. “Robert L. Walker,” 1954 California Voter Registration. Arcadia City Directory, 1960: 397. 27 “Henry Bertolotti,” 1930 United States Federal Census, Census Place: Pasadena, Los Angeles, California; Page: 15B; Enumeration District: 1246; FHL microfilm: 2339904. 28 “Henry Bertolotti,” World War I Draft Registration Card, Registration State: Illinois; Registration County: Cook; Roll: 1503878; Draft Board: 76. 29 “Henry Bertolotti,” 1940 United States Federal Census, Census Place: San Gabriel, Los Angeles, California; Roll: m- t0627-00253; Page: 5B; Enumeration District: 19-701. 30 “Arcadia to OK District Levies,” Los Angeles Times, November 9, 1958: SG12. 31 “Henry Bertolotti,” U.S. Social Security Death Index, Number: 562-66 -4421; Issue State: California; Issue Date: 1962. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 13 David L. Peacock and Virginia D. Peacock David L. Peacock was born in 1916 in Wisconsin, where he lived until at least 1930.32 He subsequently relocated to Los Angeles, California.33 By 1956, he was married to Virginia D. Peacock. He lived with Virginia in Arcadia through at least 1965 and ran an air conditioning equipment business.34 He owned Building A from 1971 until 1976. He died in 1977.35 Virginia subsequently took ownership of Building A. Born in 1917, Virginia owned the subject property through 1989. She died in 2004.36 Analysis: David L. Peacock and Virginia D. Peacock were residents of Arcadia and owned Building A in the 1960s and 1970s. There is no evidence they made substantial contributions to local history, nor that their use of the subject property was remarkable in any way. They do not appear to be persons important in our past. Building A does not appear to be historically significant for association with them. Arcadia Post Office Building A was constructed in 1953, serving as Arcadia Post Office until 1962. The Arcadia Post Office had previously been housed in at least three buildings. From around 1910-1926, the post office was located in a “25-foot store room in the old Bachert Building on North First Avenue a few doors south of St. Joseph Street.”37 In 1926, the post office moved to 106 N. First Avenue (extant). The post office had eight employees at the time,38 and remained in this location until 1948.39 The post office then moved to a leased space at 220 S. First Avenue (extant), where the staff grew to 59 employees by 1951, remaining in that location until 1953.40 On July 23, 1953, amidst the post-World War II construction boom, work began on the new 6,000 square-foot Building A. Arcadia Mayor John Schmocker and Postmaster William Stewart officiated the groundbreaking.41 The property was described in Los Angeles Times as having 100- foot frontage on Wheeler Street, with “building and lease consideration represent[ing] a total of $125,000,” though the architecture was not described.42 Robert L. Walker developed the building and handled real estate negotiations, including a 10-year lease to the government.43 The post offce opened November 4, 1953, with a ribbon cutting ceremony.44 The same year, a substation, West Arcadia Post Office, was constructed at 741 W. Duarte Road with a 10-year lease (extant and still in operation).45 The post office remained in Building A for about ten years. In 1960, plans were made to move the post office to a nearby location, 41 Wheeler Street. This location was considered appropriate because of its adjacency to a proposed shopping mall, access to available parking, and larger size.46 The new post office opened 1962 with a facility almost 32 “David L. Peacock,” 1930 United States Federal Census, Census Place: Lima, Rock, Wisconsin; Page: 5B; Enumeration District: 0040; FHL microfilm: 2342344. 33 “David L. Peacock,” 1952 California Voter Registration. 34 “David L. Peacock,” 1956 California Voter Registration. “David L. Peacock,” 1962 California Voter Registration. “David L. Peacock,” 1965 Arcadia City Directory. 35 “David L. Peacock,” U.S., Find A Grave Index, 1600s-Current. 36 “Virginia D. Peacock,” U.S., Find A Grave Index, 1600s-Current. 37 Gordon S. Eberly, Arcadia: City of the Santa Anita, Claremont: Saunders Press, 1953: 74-75. 38 Eberly, 226. 39 Eberly, 75. “Post Offices for Arcadia, Azusa Asked,” Los Angeles Times, January 14, 1949: A6. 40 “Added Space for Post Office,” Los Angeles Times, October 26, 1948: 18. 41 “Arcadia to Have New Post Office,” Los Angeles Times, July 23, 1953: 23. 42 “New Post Office Building Assured for Arcadia,” Los Angeles Times, June 12, 1953: 22. 43 “New Arcadia Post Office Readied,” Los Angeles Times, October 23, 1953: 23. 44 “Post Office Opening,” Los Angeles Times, November 3, 1953: 23. 45 “Postal Station Due by Oct. 1,” Los Angeles Times, August 1, 1953: 7. 46 “Business Groups Back Site for Post Office,” Los Angeles Times, April 3, 1960: SG1. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 14 three times larger than Building A.47 In 1965, it was reported that the Arcadia Post Office had handled “a new record of 45 million pieces of mail” the prior year.48 The Post Office is still located at 41 Wheeler Avenue. Analysis: Building A does not appear significant for its association with the Arcadia Post Office, which occupied the building for a relatively brief 10-year period of time. Its history appears better represented by its current location, the building it has occupied for over fifty years, since 1962. The current facility has a clearer architectural style evocative of its use; whereas Building A is utilitarian with few design elements indicating its original use. Building A does not appear historically significant for its association with the Arcadia Post Office. David P. Slater, Contractor David P. Slater served as contractor for Building A. Slater was born about 1929. In the 1950s, he had his own contracting and real estate business, with an office in Pasadena.49. In 1953, the same year he constructed Building A, he worked with property owner Robert L. Walker on the Norman Estates development in Arcadia, a development of 21 ranch style homes.50 In 1963, Slater worked as a builder and developer of Rialto North, a development of 600 homes in Rialto.51 He was also known as a local horseman. He died of a heart attack at age 34,52 described in his obituary as “well-known Southland construction and land development magnate and popular member of the thoroughbred owners’ ranks.”53 Analysis David P. Slater appears worked actively as a local contractor and was involved in real estate during his relatively short career. There is no evidence his work had a substantial impact on the building industry, and his work on Building A does not appear to have been especially important in local history. Building A does not appear significant for its association with David P. Slater. Building B (126-128 E. Wheeler Avenue) Fig 5 (left): Building B, west elevation (left) and south elevation (center), 1949, view northeast (UCLA Air Photo Archive) Fig 6 (right): Building B, north façade (center) and east elevation (left), current view southwest (McGee, 2018) 47 “Arcadia Post Office Will Move to Larger Quarters in Two Weeks,” Los Angeles Times, January 18, 1962: F6. 48 “Mail Goes Through,” Los Angeles Times, January 15, 1965: SG9. 49 “Classified Ad,” Los Angeles Times, June 5, 1955: 114. 50 “Arcadia Tract Plans Ranch Style Homes,” Los Angeles Times, June 27, 1954: 105. 51 “Rialto North Development Sets ‘Preview’,” San Bernardino County Sun, April 19, 1963: 23. 52 “David P. Slater,” Los Angeles Times, July 19, 1963: 43. 53 “Hollywood Park Horsemen Grieve,” San Bernardino County Sun, July 19, 1963: 32. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 15 Building B Description Building B is oriented north toward E. Wheeler Avenue. The building is two-stories in the north (front) portion, and one-story in the south (rear) portion. The building is generally rectangular in plan, with a side gable roof in the north portion and flat roof to the south. Roofing is contemporary composite. Exterior walls are clad in stucco in the north portion and of painted concrete masonry unit in the south portion. The north façade is asymmetrical in composition with four bays. At the first floor, the narrow east bay contains an entrance door. The center-east bay contains a wide fixed wood sash window. The center-west bay contains (from east to west) a corrugated metal roll-up door, a recessed second entrance door, and a wide fixed wood sash window. The west bay contains a third entrance door. At the second floor, the narrow east bay above the entrance door contains only a partial-height wall. The center-east bay contains two vinyl, horizontal sliding windows of different sizes. The center-west bay contains a balcony projecting slightly from the façade, bordered by a wood picket fence with wood posts supporting a canopy. The entire balcony is wrapped in mesh screening. The narrow west bay above the entrance door contains only a partial-height wall. The west elevation is not readily visible due to closely abutting Building A. The east elevation is generally a blank stucco wall, visible only at its north portion, as the south portion closely abuts Building C. There is a wall east of the east elevation enclosing a stairway leading from the narrow east bay first floor entrance. At the second floor, there are two contemporary vinyl sash windows. The south elevation has concrete masonry unit walls, is one-story, and accessed by a raised entrance with pair of contemporary doors offset from the center of the elevation, covered with a metal awning, and accessed by a ramp. The south elevation wall is generally blank, with two boarded up windows in the west half and two small steel sash windows flanking the entrance. There is a low addition extending south from the west half of the elevation, containing three contemporary garage doors in its east elevation and a blank concrete masonry unit wall on its south elevation. At the interior, the first floor is used for storage by the same party rental supply business occupying Building A. The interior is organized as a series of interconnected spaces, mostly accessed by a north-south hallway. Rooms are filled with shelving racks and rental supplies stacked high and it is difficult to see building fabric. Ceiling and wall finishes generally appear contemporary, with painted drywall and textured “popcorn” ceilings in some locations. The second floor is accessed by a door in the north façade leading up a carpeted stairwell into an apartment unit. The unit serves as a secondary storage area for the party rental business. The unit consists of a kitchen, living room, bathroom, and two bedrooms. Built-in cabinets in the kitchen and tile in the bathrooms appear to be early and may be original. Building B History Building B was constructed in 1945 by owner Joseph C. Bower to house a warehouse and garage at the first floor (128 Wheeler Avenue), with an apartment at the second floor (126 Wheeler Avenue). The building has had a variety of owners and tenants over time. Bower lived in the apartment with his family from 1945 until about 1959,54 after which time the apartment was listed as vacant in city directories for at least ten years, until 1969. In the 1960s, there were several owners who appear to have owned the building as an investment property. In the first-floor warehouse and garage, early known users include the Shur-Rane Irrigation Company, an irrigation supply manufacturer, in 1948; Allied Radio of California, a radio and electronic parts manufacturer, from 1967-1969; and the HOY Clinic, a medical clinic for teenagers, from 1978- 1982. Party Rentals subsequently purchased the building, expanding from its location in Building A to occupy all of Building B, including the apartment, presumably in the early 1990s. Arcadia 54 Arcadia City Directory, 1948: 310. Arcadia City Directory, 1960: 241. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 16 Party Rentals is the current owner-tenant. Known alterations based on building permits and visual inspection include: replacement of most original windows with contemporary windows; restuccoing of exterior walls; reroofing; and some remodeling of the interior, especially at the first floor. Below are tables of known owners and tenants, as well as early owner and tenant histories. Table of Owners (Building B) Date(s) Owner 1945-1959 Joseph C. Bower and Martha C. Bower 1959-1960 Abby Gribow and Mel Stern 1960-1964 Rico Land and Investment Co. 1964-1968 Zephyr Realty Group 1978-1982 HOY Clinic 1993-2018 Arcadia Party Rentals, Mike and Rene C. Hoffman Table of Tenants (Building B) Date(s) Tenant (apartment, 126 Wheeler Ave) Tenant (garage and warehouse, 128 Wheeler Ave) 1945-1959 Joseph C. Bower, Martha C. Bower, Virginia Bower, Joseph C. Jr. Bower55 Shur-Rane Irrigation Co. (Known to have been tenant in 1948 only. No other known tenants during this time)56 1960-1965 Vacant57 Vacant58 1967-1969 Vacant59 Allied Radio of California 1978-1982 No data HOY Clinic (based on building permits) 1983-1984 No data Stewart X-Ray Service (based on building permits) 1993-2018 Arcadia Party Rentals Arcadia Party Rentals Joseph Clark Bower (1887-1964) Joseph Clark Bower constructed Building B in 1945 and lived in the second floor apartment with his family until about 1959. Bower was born in Nebraska in 1887. In 1935 and 1940, he lived on Diamond Street in Arcadia with his wife, Martha, and their children.60 He worked nearby the subject property, operating the Santa Anita Cabinet Shop at 115 Wheeler Avenue.61 He died in July 1964.62 Analysis: Joseph C. Bower constructed Building B and worked locally as a cabinet maker. There is no evidence that he made significant contributions to the history of local development, nor does he appear to have been an important wood worker. He does not appear to be a person important in our past. Building B does not appear to be historically 55 Arcadia City Directory, 1959: 238. Arcadia City Directory, 1948: 515. Arcadia City Directory, 1959: 42. Arcadia City Directory, 1959: 238. 56 Arcadia City Directory, 1948: 430; 515. 57 Arcadia City Directory, 1960: 241. Arcadia City Directory, 1965: 281. 58 Arcadia City Directory, 1960: 241. Arcadia City Directory, 1965: 281. 59 Arcadia City Directory, 1969: 66. 60 “Joseph C. Bower,” 1940 United States Federal Census, Census Place: Monrovia, Los Angeles, California; Roll: m- t0627-00237; Page: 18B; Enumeration District: 19-360A. 61 “Joseph Clark Bower,” World War II Draft Registration Card, 1942. 62 “Joseph Bower,” U.S., Social Security Death Index, 1935-2014. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 17 significant for its association with Bower. Abby Gribow and Mel Stern Abby Gribow and Mel Stern owned Building B briefly, from 1959-1960. No information on either Gribow or Stern was found, and neither person is listed in local directories. Analysis: Given the lack of available information on Abby Gribow and Mel Stern, it is unlikely either individual played an important role in the history. Building B does not appear significant for association with Gribow or Stern. Rico Land and Investment Co. The Rico Land and Investment Co. owned the property briefly, from 1960-1964. No information on the company could be found. Analysis: Given the lack of available information on Rico Land and Investment Company, it is unlikely this company played an important role in the history. Building B does not appear significant for association with Rico Land and Investment Company. Zephyr Realty Group Zephyr Realty Group owned Building B from 1964-1968. Zephyr Realty Group was registered with the California Secretary of State by Herbert (Herb) O. Wesch in Santa Maria in 1955.63 There is little available information on the work of Zephyr Realty Group, though one 1971 newspaper article notes it opened office complexes in Monrovia.64 The corporation was dissolved in 2010.65 Herbert (Herb) O. Wesch was born in 1928 in Missouri. His family relocated to San Gabriel, California.66 In 1949, Wesch married Dazie E. Guiou.67 In 1962, he worked as an installer for Pacific Telephone Company and lived in Alhambra.68 He died in 2004.69 Analysis: There is no evidence the work of Zephyr Realty Group is especially significant in the history of local real estate and/or development. Very little has been written about the company or its owner, Herb Wesch. There is no evidence that Wesch was a person important in our past. Building B does not appear significant for its association with Zephyr Realty Group or Herb Wesch. HOY Clinic The Help Our Youth (HOY) Clinic was the property owner and occupied in the warehouse and garage space at Building B from about 1978-1982. HOY Clinic was organized in 1972 as a youth-oriented medical clinic to help deal with issues of drug abuse and sexual activity among teenagers.70 In 1974, the organization met at 100 N. First Street in Arcadia, though it outgrew the space, moving into Building B a few years later.71 Information on the organization after 1982 could not be found, suggesting HOY Clinic is no longer in operation. 63 Business Search, California Secretary of State, https://businesssearch.sos.ca.gov, accessed November 5, 2018. 64 “Zephyr Realty Opens Second Office Complex,” Arcadia Tribune, October 13, 1971: 7. 65 Business Search, California Secretary of State, https://businesssearch.sos.ca.gov, accessed November 5, 2018. 66 “Herbert Wesch,” 1940 United States Federal Census, Census Place: San Gabriel, Los Angeles, California; Roll: m- t0627-00251; Page: 2B; Enumeration District: 19-666. 67 Dazie is sometimes spelled Daisy in historical documents, though Dazie appears to be the correct spelling. “Herbert O. Wesch,” California Marriage Index, 1949-1959 . 68 Alhambra City Directory, 1962: 562. 69 “Herbert O. Wesch,” U.S. Social Security Death Index, 1935-2014 . 70 “Hoy Clinic Will Greet New Executive Director,” Los Angeles Times, January 10, 1982: SG2. 71 “An Alternative in Times of Crisis: HOY to Tell How It’s Done at Fete,” Arcadia Tribune, April 21, 1974: 1. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 18 Analysis: HOY Clinic’s association with Building B is in our recent past. It is difficult to determine significance of the organization without greater passage of time. Given that HOY Clinic only occupied building B about five years, a relatively brief period, and it began operations in another building, it is unlikely greater passage of time would find Building B historically significant for association with HOY Clinic. Shur-Rane Irrigation Company Shur-Rane Irrigation Company is the earliest known tenant of the warehouse and garage space at Building B, occupying the building in 1948.72 Shur-Rane Irrigation, Inc. registered as a business with the California Secretary of State in 1938,73 and manufactured products widely used for irrigation, such as pipes, fittings, and couplings.74 Shur-Rane products were manufactured by John Bean Division of FMC Corporation, which in 1966 had offices in San Jose, California; Lansing, Michigan; and Orlando, Florida.75 FMC Corporation remains in business today with over 6,500 employees and multiple locations worldwide, making products for agricultural, industrial, and consumer markets.76 The corporate headquarters is in Pennsylvania. Analysis: There is no evidence Shur-Rane Irrigation Company was especially important in the history of Arcadia. While the company made popular irrigation products, it was not headquartered in Arcadia, and there is no evidence important innovations in the history of irrigation were made or manufactured in Building B. Building B does not appear historically significant for association with Shur-Rane Irrigation Company. Allied Radio of California Allied Radio of California had a relatively brief tenancy in the warehouse and garage space at Building B from 1967-1969. The company was the west coast sales subsidiary of Allied Electronics Corporation, which was established in 1928 in Chicago with the purpose of distributing radio parts for Columbia Radio Corporation.77 The company expanded operations to include sale of radio parts by catalog and in stores, sale of industrial electronics to the government during World War II, and into other broad areas of consumer and industrial electronics. In 1967, the company merged with LTV Ling Altec Inc, and was purchased by Radio Shack’s parent company in 1970. Allied electronics moved its headquarters to Texas in 2007 and is still in operation. Analysis: Allied Radio of California had a relatively brief tenancy at Building B, as it is only known to have been a tenant from 1967 through 1969. Given that it was at the subject property for a short time period and the parent company was a large corporation headquartered elsewhere, Building B does not appear significant for its association with Allied Radio of California. 72 Arcadia City Directory, 1948: 430. 73 Business Search, California Secretary of State, https://businesssearch.sos.ca.gov, accessed November 5, 2018. 74 “Trouble Free 20-Years Made Me Choose Shur-Rane Again,” Eureka Humboldt Standard, July 1, 1960: 20. 75 Irrigation Museum, http://www.irrigationmuseum.org/exhibit1.aspx?app=1&tp=6, accessed November 5, 2018. 76 Corporate Overview, FMC, http://www.fmc.com/About-FMC/Corporate-Overview, accessed November 5, 2018. 77 Broadcasting, August 7, 1962: 81, Americanradiohistory.com, accessed November 5, 2018. “History of Allied Radio & Allied Electronics Corporation,” Allied Catalogs, http://www.alliedcatalogs.com, accessed November 5, 2018. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 19 Building C (134 E. Wheeler Avenue) Fig 7 (left): Building C, south elevation (center), 1957, view northeast (UCLA Air Photo Archive) Fig 8 (right): Building C, east façade (left) and north elevation (right), view southwest (McGee, 2018) Building C Description Building C is oriented east, with automobile access off Wheeler Avenue to the north and an alley to the south. A driveway runs along the primary (east) facade. The building is an approximately 30’x60’, one-story auto repair shop with a shed roof and widely overhanging eave at the east façade that appears as a canopy. Exterior walls are composed of concrete block. The east façade is asymmetrical in composition, with three bays containing large truck openings and roll-up metal doors. The truck openings in the center and south bays are wide, while the truck opening in the north bay is relatively narrow. A wall segment at the north side of the elevation contains a pedestrian door leading into a lobby. A wall sign with tenant signage is mounted above and slightly north of the door. The north elevation has a multi-light steel sash casement window in the east portion with vinyl wall-mounted tenant sign above, and a pair of smaller steel sash windows to the west, including one fixed pane and one multi-light sash. The south elevation has a truck opening with a roll-up metal door in its center-east half, while a small pop-out restroom extends from its west half, with blank concrete masonry unit walls, a flat roof, and a door in its east elevation. At the interior, the truck openings at the east façade access the auto repair shop, which is one open space. A metal I-beam runs north-south under the center of the roof, supporting the open span with one slender metal column positioned at the approximate center. The underside of the shed roof is visible, clad in wood boards, with four rectangular skylight openings in the west half of the roof. Interior walls are of painted concrete masonry unit. The northernmost portion of the shop is sectioned off by a wall clad in a combination of painted drywall and corrugated metal, with doors accessing a small lobby, office, restroom, and storage room. Fixtures and finishes in these spaces appear to be contemporary. Flooring throughout is generally of concrete. Building C History Building C was constructed in 1954 by Marvin L. Dickson, who subsequently developed the auto repair facility to house his business, Arcadia Motor Service, which operated there until at least 1990. Subsequent owners have continued the same use. The building appears to be relatively intact from its date of construction. Known alterations based on building permits and visual inspection include: addition of signage; addition for a restroom; and reroofing. Below are tables of known owners and tenants, as well as early owner and tenant histories. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 20 Table of Owners (Building C) Date(s) Owner 1954-1990 Marvin L. Dickson 1999-2012 Paul Kalemkirian and Sandra Kalemkirian. Table of Tenants (Building C) Date(s) Tenant 1960-1990 Arcadia Motor Service (134 Wheeler Avenue)78 2018 Dan’s Auto Care Marvin L. Dickson (1923-unknown) Marvin L. Dickson developed Building C in 1954. Dickson was born about 1923 in Arkansas. His family subsequently relocated to Monrovia, California.79 By age 19, he worked at Bud Miller Motorsport, presumably as a mechanic. He served in the United States Navy during World War II.80 By 1951, he had started his own business, Dickson Auto Repairing, in Temple City, California.81 His other known work as a mechanic in the 1950s included work for Gorham Sanitation82 and B.A. Gorham & Co. in Temple City.83 In 1954, he purchased the property on which Building C is located, and constructed the building which would become Arcadia Motor Service. By 1960, he was the proprietor of Arcadia Motor Service, operating an automobile air conditioning sales and service business there until at least 1990.84 In the 1960s, Dickson lived nearby in the City of Duarte, where he resided through at least 1998.85 Analysis: Marvin L. Dickson worked actively as a mechanic and proprietor of a relatively long-running automobile service business in Arcadia. There is no evidence his work played an especially important role in local history, as automobile service businesses were common at the time, nor is there evidence Dickson was especially important to the history of the automotive industry. Therefore, Building C does not appear historically significant for association with Marvin L. Dickson. Arcadia Motor Service Arcadia Motor Service operated out of Building C at least three decades, from 1960 until at least 1990. The business was previously located at 100 S. First Street in 1955.86 Marvin L. Dickson applied for a building permit for the new auto repair shop (Building C) in 1954, though there are no records of the building operating as a business until 1960, when Arcadia Motor Service was first listed as the tenant in the city directory. Arcadia Motor Service specialized in automobile air conditioning sales and service. There are few mentions of the business in available historic newspapers, though there are several display advertisements for the automobile air conditioning services offered. Auto repair businesses were relatively common in Arcadia at the time. Whereas 78 Arcadia City Directory, 1960: 241. Arcadia City Directory, 1965: 281. Arcadia City Directory, 1969: 66. 79 “Marvin L. Dickson,” 1940 United States Federal Census, Census Place: Monrovia, Los Angeles, California; Roll: m- t0627-00237; Page: 7A; Enumeration District: 19-372. 80 “Marvin Loren Dickson,” U.S. WWII Draft Cards Young Men, 1940-1947, The National Archives in St. Louis, Missouri; St. Louis, Missouri; Record Group: Records of the Selective Service System, 147; Box: 461. 81 “Marvin L. Dickson,” Temple City Directory, 1951: 74. 82 “Marvin L. Dickson,” Monrovia City Directory, 1955: 646. 83 “Marvin L. Dickson,” Monrovia City Directory, 1958: 198. 84 Display Ad, Arcadia Tribune, July 26, 1962: 7. Display Ad, Arcadia Tribune, October 3, 1974: 3. 85 “Marvin L. Dickson,” Arcadia City Directory, 1963: 122. “Marvin L. Dickson,” U.S. Phone and Address Directories, 1993-2002, database. 86 “Display Ad,” Los Angeles Times, January 27, 1955: 33. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 21 in 1950 there were only 14 auto repair businesses in Arcadia,87 by 1960, there were 30,88 and by 1969, there were 35.89 Building C is located on Wheeler Avenue, nearby, though not directly on, the segment of Huntington Drive that was part of Route 66 at the time. Analysis: Arcadia Motor Service was a typical automobile service business. While active in Arcadia for at least three decades, there is no evidence Arcadia Motor Service was especially important or made substantial contributions to local history. There were many other auto repair businesses in the city at the time, with 30 such businesses present, and no evidence of Arcadia Motor Service contributing to important aspects of local or automotive history. The business does not appear to have been written about previously in newspaper articles or otherwise. While it is located nearby the former Route 66, which ran along Huntington Drive to the south, its positioning on Wheeler Avenue, as opposed to Huntington Drive, makes it difficult for Building C to have a strong association with Route 66. It is not readily visible from the boulevard. Therefore, Building C does not appear historically significant for association with Arcadia Motor Service. Richard W. Ware, Structural Engineer. Richard Woolsey Ware was structural engineer for Building C. Born in 1898 in Michigan, Ware relocated to Pasadena by 1930, where he worked as a structural engineer.90 In 1932, he shared an office with noted local architect Richard H. Ainsworth.91 In 1947, Ware served as president of Structural Engineers Association of Southern California.92 In 1954, he provided structural engineering services for Building C. In 1955, Ware worked as a consulting structural engineer on demolition of a building at Pasadena City College.93 There is little other available information on his career. He died in 1958.94 Analysis: Richard W. Ware appears to have worked actively as a structural engineer and took on a leadership role with the Structural Engineers Association of Southern California. However, given the lack of available information on his work, it does not appear he made substantial contributions to the history of structural engineering. Building C does not appear significant for its association with Richard W. Ware. W.T. Robbins, Contractor Willis Thomas Robbins was the contractor for Building C. Born in 1900 in Nebraska, Robbins later relocated to Southern California. Residing in Altadena in 1942, he worked as self-employed contractor.95 In 1954, he constructed Building C. He served as second vice president of the Altadena Chamber of Commerce in 1959 and treasurer in 1960.96 He was also part of the Altadena Industrial Property Owners Association in 1962.97 Robbins died in 1971.98 87 Arcadia City Directory, 1950: 605. 88 Arcadia City Directory, 1960: 46. 89 Arcadia City Directory, 1969: 17-19. 90 “Richard W. Ware,” 1930 United States Federal Census, Census Place: Pasadena, Los Angeles, California; Page: 10B; Enumeration District: 1239; FHL microfilm: 2339904. 91 Michigan Alumnus, November 19, 1932, Vol. 39, 134. 92 “New President Named,” Los Angeles Times, December 14, 1947: 34. 93 “School Building Razing Ordered,” Los Angeles Times, September 1, 1955: 50. 94 “Richard Woolsey Ware,” U.S. Find A Grave Index, 1600s-current. 95 “Willis Thomas Robbins,” WWII Draft Cards Young Men, 1940-1947, The National Archives in St. Louis, Missouri; St. Louis, Missouri; Record Group: Records of the Selective Service System, 147; Box: 1524. Pasadena City Directory, 1955: 623. 96 “Hiestand to Dine with Chamber,” Pasadena Independent, February 13, 1959: 48. “Altadena Seats New Chamber Officers Tonight,” Pasadena Independent, February 12, 1960: 13. 97 “Altadena C of C Elects New Officers,” Los Angeles Times, December 20, 1962: 133. 98 “Willis Robbins,” U.S. Social Security Death Index, 1935-2014. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 22 Analysis: Willis T. Robbins appears to have been active in the local community, but there is little available information about his work as a contractor, suggesting he did not make substantial contributions to the history of the building industry or otherwise. Therefore, Building C does not appear significant for its association with Willis T. Robbins. Building D (117 E. Huntington Drive) Fig 9 (left): Building D, south façade, 1949, view north (UCLA Air Photo Archive) Fig 10 (right): Building D, south façade, current view north (McGee, 2018) Building D Description Building D is oriented south toward Huntington Drive and currently houses an office. The building is one-story and generally rectangular in plan, with a flat roof. Its south portion is taller than its north portion, which was an addition, and drops down slightly in height. Exterior walls are clad in textured stucco. The primary (south) façade is symmetrical in composition, with three bays. The main entrance is in the center bay, consisting of a recessed, glazed double-door with transom and a contemporary awning. The entrance is flanked by large fixed wood sash windows with matching contemporary awnings in the outer bays. A cornice consisting of two simple, narrow, horizontal bands runs the length of the elevation above the windows. There is tenant signage, including a logo and individual channel letters, above, and coping at the parapet. The east elevation includes a row of four large fixed wood sash windows in its south and center bays and a blank wall in its north bay. The cornice above the windows and coping at the parapet wraps around the length of the east elevation. The north bay of the east elevation contains a secondary entrance door with a small canopy above. The west elevation is a blank wall with no fenestration, directly abutting a building to the west, which is not one of the subject properties, in its south half. The north elevation is also a blank wall with no fenestration. The south façade entrance accesses the interior, where the relatively high volume of the space is visible from a lobby. Partial-height partition walls subdivide the interior into a series of small offices, cubicles, meeting rooms, and an open screening room area. A wall running east-west marks the transition into the north portion of the interior, which has a lower ceiling height. The east-west wall contains openings accessing more meeting rooms and offices, including one central office enclosed with drywall and glazed walls. The west wall provides access to other enclosed spaces, including a vault, as well as restrooms, a storage room, and a kitchenette. The east-west wall also contains an opening at its east end with a stair up to a mezzanine level with two restrooms. Fixtures and finishes throughout the interior generally appear contemporary. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 23 Building D History The property on which Building D is located was purchased by Merchants National Realty Corporation, a real estate acquisitions company owned by Bank of America, in 1945.99 Building D was constructed in 1946-1947 and served as the Arcadia branch of Bank of America until 1972 when the bank moved to its current location on Santa Anita Avenue.100 Building D was subsequently purchased by Western Medical Supply, a wholesale veterinary medical supply company, in the 1990s.101 The building currently houses office space for Moregain Capital Group, a private equity firm.102 Known alterations based on building permits and visual inspection include: • reconfiguration of the south façade (removal of original horizontal design elements, including eyebrow canopy above first floor level, original signage with channel letters on raceway, and bulkhead below windows; and addition of new awnings over windows and main entrance); • a substantial rear addition; • reroofing; and, • reconfiguration of the interior and removal of early interior finishes. Below are tables of known owners and tenants, as well as a history of the early owner and tenant, Bank of America. Table of Owners (Building D) Date(s) Owner 1945-1972 Merchants National Realty Corp. (Bank of America) 1992-2018 George and Flora Dunaians, Western Medical Supply, Inc. Table of Tenants (Building D) Date(s) Tenant 1946-1972 Bank of America103 1992-2018 Western Medical Supply 2018 Moregain Bank of America in Arcadia Bank of America began as Bank of Italy, a neighborhood bank in San Francisco, California, in 1904.104 California was ideal for banking expansion, as it allowed financial center banking, “a system of bank offices spread out over a geographical area owned by a single bank with a head office in a major city.”105 Bank of Italy became the only statewide bank in the 1920s, changing its name to Bank of America in 1930, and becoming the largest bank in the world by 1945. Bank of Italy came to Arcadia in 1927, moving into a building previously occupied by First National Bank of Arcadia at 2 N. 1st Avenue (extant), and also establishing a West Arcadia 99 Merchants National Realty Corporation was formed in 1928 in order to “acquire and operate real estate principally located in Los Angeles and Southern California.” “Display Ad,” Los Angeles Times, January 18, 1928: 10. “Display Ad,” Los Angeles Times, October 11, 1929: 19. 100 “The Bank of America Grows by Leaps and Bounds,” Arcadia Tribune, May 25, 1972: 40. 101 “Western Medical Supply,” company history, http://www.westernmedicalsupply.com/corp/aboutus.html, accessed November 6, 2018. 102 Moregain Capital, company website, http://www.moregaincapital.com/about/, accessed October 4, 2018. 103 Arcadia City Directory, 1953: 973. Arcadia City Directory, 1969: 33. 104 “Becoming Bank of America,” company website, https://about.bankofamerica.com/en-us/our-story/becoming-bank-of- america.html#fbid=uipunGiI8N2, accessed October 5, 2018. 105 “Becoming Bank of America,” https://about.bankofamerica.com/en-us/our-story/becoming-bank-of- america.html#fbid=uipunGiI8N2. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 24 Branch at 1200 S Baldwin Avenue (extant, but altered). By 1944, both local branches of Bank of America moved to new locations, with the Arcadia Branch moving to Building D, while the West Arcadia Branch moved to 1234 S. Baldwin Avenue (extant, current location).106 The Arcadia Branch relocated in 1972 to 180 N. Santa Anita Avenue (extant).107 In the late 1920s, Arcadia had three banking institutions: Bank of Italy, Arcadia National Bank (also referred to as First National Bank of Arcadia), and Greater Arcadia Building and Loan Association,108 all of which were located in the area nearby the subject property centered on 1st Avenue and Huntington Drive. In 1927, Arcadia National Bank was located at 2 N. 1st Avenue, though this building was sold the same year to Bank of Italy. Arcadia National Bank’s subsequent location(s) are unknown, and it apparently no longer existed by 1944. In 1927, the Greater Arcadia Building and Loan Association was located at 109 E. Huntington Drive (extant), though in the early 1930s it moved to a new location across the street at 118 E. Huntington Drive, where it remained until at least 1953 (does not appear to be extant). By 1944, there appear to have been two banking institutions in Arcadia, Bank of America (formerly Bank of Italy) and Greater Arcadia Building and Loan Association.109 By 1960, local banking operations had expanded, as six banks were listed in the city directory: Bank of America, 117 E Huntington Drive; Bank of America, 1234 S Baldwin Ave; Citizens National Bank, 60 E Live Oak Ave; First Western Bank and Trust Co., 1155 W Huntington Drive; Security First National Bank, 630 W Duarte Road; United States National Bank, 128 E Huntington Drive. Analysis: Building D was home of the Arcadia branch of Bank of America from 1947- 1972. Bank of America was the largest bank in the world by 1945, with branches in numerous cities. There is no evidence the Arcadia branch was one of the bank’s important branches. While the bank was one of the three early banking institutions in Arcadia, local history of banking appears to be better represented by the bank’s original, 1927, location on 2 N. 1st Avenue (extant), and its current location at 180 N. Santa Anita Avenue, where the bank has been located since 1972. Building D does not appear significant for its association with Bank of America. Building E (129 E. Huntington Drive) Fig 11 (left): Building E, south façade, 1949, view northeast (UCLA Air Photo Archive) Fig 12 (right): Building E, south façade, current view northwest (McGee, 2018) 106 Arcadia City Directory, 1948: 302. 107 “150 N. Santa Anita Avenue,” Property Assessment Information System, Los Angeles County Office of the Assessor, online database, http://maps.assessor.lacounty.gov, accessed October 5, 2018. 108 Eberly, 97. 109 Arcadia City Directory, 1944: 317. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 25 Building E Description Building E is oriented south toward Huntington Drive and is currently vacant. Though the building appears to be two stories, it is in fact one-and-a-half-stories and generally rectangular in plan, with a flat roof. Exterior walls are clad in textured stucco. The primary (south) façade is symmetrical in composition, with three bays. Each bay is defined by piers scored with horizontal banding evenly spaced up to the cornice. At the first floor, the main entrance is in the narrow center bay, recessed and consisting of glazed double-doors, while the wider outer bays each contain a multi light wood sash window. The top of the first floor is demarcated by a stringcourse consisting of two horizontal bands with vertical scored stucco between. The half-story above contains a row of three multi-light wood sash windows. There is a simple cornice with two horizontal bands with vertical scored stucco between. A small tenant sign is centered, located below the parapet. The east elevation is not visible as it abuts the adjacent building to the east, which is not one of the subject properties. The west elevation does not have fenestration, though some façade banding wraps the south part of the elevation, including the horizontal bands above the first floor, and two engaged geometric columns. The cornice detail extends across the entire elevation. The north elevation has two bays and no fenestration. A driveway slopes down toward the west bay, where there is a truck door opening with a roll up metal door, as well as a pedestrian door. The east bay is level with the surface parking lot. Partial-height walls extend north of the east bay forming a trash enclosure. A wall mounted metal ladder provides access to the roof. The cornice extends across most of the north elevation. The south façade entrance accesses the interior, leading into a central lobby, where the north wall has a window opening with a ledge looking onto a reception area. Office spaces and meeting rooms are interconnected and located to the east, west, and north of the lobby. A hallway running north-south provides access to additional enclosed spaces, such as a kitchen, restrooms, and storage rooms, and into a warehouse space encompassing the north portion of the building. The warehouse has a higher volume than the office, and includes a mezzanine loft in its south end, accessed by stairs from the warehouse floor. Fixtures and finishes throughout appear to be contemporary. Building E History Building E was constructed in 1948 by owner Edward D. Laurance. Its earliest known use was as a television retail store known as Arcadia Television Center. The property was sold in the mid- 1950s to a new owner, Jack C. Slater and Eunice C. Slater, who continued to rent the building for use by Arcadia Television Center, which remained at the property until moving to a new location in 1970. In the 1970s, the tenant was the Textile Center, a fabric retailer. The building is currently vacant. Known alterations based on building permits and visual inspection include: • reconfiguration of the south façade (addition of new engaged columns; addition of second floor windows; removal of horizontal design elements; removal of original signage); • reroofing; and, • reconfiguration of the interior and removal of early interior finishes. Below are tables of known owners and tenants, as well as early owner and tenant histories. Table of Owners (Building E) Date(s) Owner 1948-1953 Edward D. Laurance and Fern Laurance 1954-1963 Jack C. Slater and Eunice C. Slater 1964-1968 Western Commonwealth Corporation 1986-2005 George Dunaians 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 26 Table of Tenants (Building E) Date(s) Tenant 1953-1969 Arcadia Television Center110 1972-1978 Textile Center, fabric retailer111 2018 Vacant Edward D. Laurance (1909-2001) Edward Daley Laurance was born about 1909 in California and attended pharmacy school at USC.112 He became engaged to Fern Pierson in 1934.113 He worked as a pharmacist at Owl Drug Company in 1937, living in Los Angeles at the time.114 He then relocated to Arcadia in the 1940s, where he worked as a pharmacist at a drug store in 1948-1950 and resided at 2227 S 4th Street.115 He and Fern then purchased the property on which Building E is located and developed the existing building. Edward’s other known work includes being president of Crown Drug Company and opening a new drug store in San Bernardino in 1956.116 He remarried in 1956 to Olga D. Laurance and died in 2001.117 Analysis: Edward D. Laurance appears to have had an active career as a local pharmacist and developer, but there is no evidence his work played an especially important role in local history. Building E does not appear historically significant for association with Edward D. Laurance. Jack C. Slater and Eunice C. Slater There is very little available information on Jack C. Slater and Eunice C. Slater, who were married and owned Building E from 1954-1963. In 1948-1953, Jack and Eunice lived in Arcadia.118 In 1959, they lived in Pomona and Jack was retired.119 Analysis: Given the lack of available information on Jack C. Slater and Eunice C. Slater, it cannot be concluded that they were persons important in our past; Building E does not appear to be historically significant for association with them. Arcadia Television Center Located at 1232 S. Baldwin Avenue in Arcadia in 1949,120 Arcadia Television Center moved into Building E in 1953, remaining a tenant until about 1969, when the business moved to a nearby location at 25 E. Huntington Drive.121 In 1953, Arcadia Television Center was one of five television retailers selling television sets and related equipment in Arcadia, and one of 16 such retailers in the combined cities of Arcadia, Monrovia, and Duarte.122 There is very little information available about the history of Arcadia Television Center, though the business was 110 Arcadia City Directory, 1953: 973. Arcadia City Directory, 1969: 33. 111 “Display Ad,” Pasadena Independent, October 18, 1972: 10. “Classified Ad,” Los Angeles Times, January 29, 1978: 572. 112 “Travelers Joy is Sought by Motor or Rail or Steamer,” The San Bernardino County Sun, June 13, 1928: 9. 113 “E.P. Laurance Home Scene of Garden Party,” The San Bernardino County Sun, July 24, 1934: 9. 114 Los Angeles City Directory, 1937: 1153. 115 Arcadia City Directory, 1948: 380. 116 “Drug Firm Will Open New Unit at Shopping Center,” The San Bernardino County Sun, October 13, 1956: 10. 117 “Edward Daley Laurance,” U.S., Find A Grave Index, 1600s-Current. 118 Arcadia City Directory, 1948: 432. Arcadia City Directory, 1953: 626. 119 Pomona City Directory, 1959: 219. 120 “Display Ad,” Los Angeles Times, January 27, 1949: 15. 121 “Hard Times for Altrusa Club Party,” Arcadia Tribune, October 25, 1970: 9. “Display Ad,” Arcadia Tribune, October 23, 1975: 3. 122 Arcadia and Monrovia City Directory, 1953: 1213. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 27 mentioned in a few small display advertisements in local newspapers, mostly as part of a listing of local retailers for a specific brand of television, as opposed to a separate display advertisement for the company. Early city directory listings for Arcadia Television Center include the name Daniel W. Jones, suggesting Jones was the store proprietor or manager. Jones lived in Arcadia at 215 E. Forest Avenue in the 1950s and 1960s with his wife, Zulma L. Jones. There is little available information about Daniel and Zulma Jones.123 Analysis: Arcadia Television Center does not appear to have been an especially important business, as it was one of multiple similar local businesses, and there are few mentions of it in local newspapers or otherwise. There is little available information about its presumed early proprietor or store manager, Daniel W. Jones. Building E does not appear to be historically significant for its association with Arcadia Television Center. 123 Arcadia City Directory, 1960: 15. Arcadia City Directory, 1953: 499. Arcadia City Directory, 1960: 197. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 28 VI. HISTORIC CONTEXT Relevant historic contexts under which to evaluate potential significance of the subject properties include commercial and residential development in the mid-century and post-World War II-era, the time in which Buildings A-E were construction, as well as historical association with U.S. Highway 66 (Route 66) in California, which ran through Arcadia on both Foothill Boulevard and Huntington Drive. In order to ensure consistency with local planning documents, relevant sections of the historic context statement from the recent Arcadia Citywide Historic Resources Survey Report are excerpted below. Also excerpted are relevant sections of the National Register of Historic Places Multiple Property Documentation Form for Route 66 in California. City of Arcadia The following historic context for the City of Arcadia is excerpted from the Arcadia Citywide Historic Resources Survey Report:124 Context: The Final Baldwin Subdivisions and Arcadia During Wartime, 1936-1945 …By 1940, Arcadia’s population had reached 9,122, representing substantial growth during the Great Depression.125 It was soon to increase dramatically, if temporarily, due to the U.S. entry into World War II in December 1941. …Arcadia’s economy remained stable during World War II, bolstered by jobs at Los Angeles-area defense plants, as well as War Department money and infrastructure assistance. Construction remained at a near-standstill due to restrictions on building materials, but was very soon to resume as Arcadia saw its largest surge in development yet during the postwar period. Theme: Commercial Development, 1936-1945 U.S. Route 66, which ran through Arcadia on both Foothill Boulevard and Huntington Drive, continued to experience automobile-oriented commercial development in the mid- 1930s and ‘40s. Huntington Drive’s business district was the primary beneficiary of the increased traffic, and saw increased commercial development beginning in the 1930s and reaching its height during the postwar period. While Foothill saw commercial development during the 1930s and ‘40s, most of its construction took place in the 1950s and later. By 1939, Arcadia’s major commercial districts contained over 250 businesses.126 Arcadia’s commercial buildings of this period included one and two-story office buildings as well as one-story blocks and strips with multiple occupants. Extant properties include the retail and office buildings along S. 1st Avenue between Bonita Street and California Street (1937-1938), and the substantially-altered retail storefront at 21 S. 1st Avenue (1938). The Derby restaurant, which was moved to its present location along Huntington Drive in the early 1930s, was founded by the famed jockey and rider of the legendary Seabiscuit, George Woolf. The Derby quickly became a local hangout for jockeys and horse racing enthusiasts alike. As with residential construction, commercial construction essentially ceased during World War II, so very few commercial buildings were erected between 1941 and 1945. 124 Architectural Resources Group, Arcadia Citywide Historic Resources Survey Report, May 25, 2016: 65-106. 125 “Facts about Arcadia,” from 1968 City publication, on file at Special Collections, Arcadia Public Library. 126 Pat McAdam and Sandy Snider, Arcadia: Where Ranch and City Meet, Friends of the Arcadia Library, 1981: 145. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 29 Evaluation Guidelines: Commercial Development, 1936-1945 Commercial properties associated with this theme are reflective of Arcadia’s steady growth during the late 1930s and early 1940s. They may also be associated with significant individuals who played an important role in this period of Arcadia’s history. Commercial development during this period primarily took place on major automobile thoroughfares, including U.S. Route 66 (which ran through Arcadia on both Huntington Drive and Foothill Boulevard), as well as along 1st Avenue, south of Arcadia’s original commercial center. Development was spurred in part by the city’s steady population growth during the 1930s as well as the opening of Santa Anita Park in 1934. Although there was ample commercial development during this period, many buildings have been demolished or substantially altered. Less than a dozen known examples of these properties are still standing and remain reasonably intact, which renders them an increasingly rare resource type. Associated Property Types Commercial: Restaurant Commercial: Funeral Home Commercial: Retail/Office Building Commercial: Historic District Property Type Summary Individual Commercial Building: Commercial buildings significant for their association with this theme include a variety of property subtypes, including restaurants, funeral homes, and retail/office buildings. All identified properties are one story in height, are either flush or minimally set back from the sidewalk, and provide ample on-site parking. Historic District: Although most properties associated with this theme are standalone buildings that were evaluated based on their individual merit, one small concentration of commercial properties (the South 1st Avenue-Bonita Street Commercial Historic District) was identified and evaluated for its significance as a potential historic district. Geographic Location(s) Most commercial properties associated with this theme are located on or near 1st Avenue, a prominent thoroughfare that continued to develop further north and south from the city’s original commercial center (the intersection of 1st Avenue and Huntington Drive) in the mid-1930s and 1940s. The Derby, which was moved to Huntington Drive in the early 1930s, is reflective of the corridor’s growing importance as part of U.S. Route 66 during this time period. Applicable Criteria A resource associated with the Commercial Development, 1936-1945 theme may be eligible under one or more of the following criteria: • Criterion A/1/1 (pattern of development/events): for its association with Arcadia’s continued progress and development during a significant period of growth in the city’s history. • Criterion B/2/2 (persons): for its association with a person (or persons) significant in the history of Arcadia. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 30 Integrity Considerations Individual Commercial Building: A property that is significant must also retain certain aspects of integrity in order to express its historic significance. Determining which aspects are most important to a particular property type necessitates an understanding of its significance and essential physical characteristics. The rarity of a property type should also be considered when assessing integrity. For instance, since resources associated with this theme are relatively rare, some latitude shall be applied when evaluating integrity. A greater degree of alterations may not preclude a resource from being eligible, though a building must still retain sufficient integrity to convey its significance, using the following as a guide: • Criterion A/1/1 (pattern of development/events): A property that is significant for its historic association is eligible if it retains the essential physical features that comprised its character or appearance during the period of its association with the important event or historical pattern.127 A commercial property from this period should retain integrity of location, design, feeling, and association, at a minimum, in order to convey the important association with the city’s development during this period. Minor alterations – such as door replacement, re-roofing, or compatible re-stuccoing – shall not, in and of themselves, render a resource ineligible. However, the cumulative impact of multiple minor alterations may compromise a resource’s overall integrity. More substantive alterations that are difficult to reverse – such as extensive storefront modifications that obscure the original form and program of the building, modification of original fenestration patterns, the removal of historic finishes or features – compromise a resource’s integrity and are likely to render it ineligible. • Criterion B/2/2 (persons): A property that is significant for its association with a significant person should retain integrity of location, design, feeling, and association, at a minimum, in order to convey its historic association with a significant individual. Historic District: • Criterion A/1/1 (events): In order for a historic district to be eligible for designation, the majority of the components within the district boundary must possess integrity, as must the district as a whole. Integrity of design, setting, and feeling must be strongly present in the district overall. A contributing building must retain integrity of location, design, setting, feeling, and association to adequately convey the significance of the historic district. The district overall should convey a strong sense of time and place. In general, minor or reversible alterations or in-kind replacement of original features and finishes are acceptable within historic districts. Significant alterations that change the massing, form, roofline, or fenestration patterns of an individual building, alter the original design intent, or that are not reversible may result in non-contributing status for an individual building. In order for a historic district to retain integrity, the majority (60% or more) of its component parts should contribute to its historic significance. • Criterion B/2/2 (persons): A historic district that is significant for its association with a significant developer should retain integrity of location, design, setting, feeling, and association, at a minimum, in order to convey its historic association with a significant developer. In general, the same integrity thresholds as 127 National Register Bulletin 15. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 31 described above under Criterion A/1/1 will be applied in the determination of contributing and non-contributing resources. Registration Requirements Individual Commercial Building: To be eligible under this theme, a resource should, at a minimum, satisfy the following registration requirements: • Date to the period of significance (1936-1945), and • Retain the essential aspects of integrity (listed above), and • Retain enough of its essential physical features to sufficiently convey its association with the historic context. • If significant for its association with a notable person (Criterion B/2/2), the resource must be associated with that person’s productive period – the time during which she or he attained significance. Historic District: To be eligible under this theme, a historic district should, at minimum, satisfy the following registration requirements: • Date to the period of significance (1936-1945), and • Retain the majority (60% or more) of the contributors dating to the period of significance, and • Reflect planning and design principles from the period. Context: Post-World War II Development, 1946-1970 In Arcadia, as in the rest of Southern California and the country as a whole, the post- World War II period was marked by a renewed sense of optimism and prosperity. The city witnessed unprecedented population growth and a surge in development between the mid-1940s and 1970, transforming the once-rural town into the populous and dynamic “community of homes” of today. This context addresses extant built resources that are associated with the postwar growth and expansion that played such a profound role in shaping the built environment and character of present-day Arcadia. Accounted for are built resources that were constructed between 1946, after the end of World War II, and 1970, when the nation experienced a series of economic changes that brought about an end to the postwar period. In the years immediately after World War II, California entered into a period marked by tremendous growth. Between 1940 and 1950, the population of California increased by an astonishing 53 percent.128 Arcadia’s population growth even surpassed that statistic, more than doubling from 9,122 in 1940 to 23,066 in 1950.129 The mass influx of new settlers to California is generally attributed to a variety of interrelated factors. As World War II came to a close, scores of soldiers who had been stationed overseas returned home, got married, had children, and sought a place to settle down and raise a family. Heavily-subsidized home loans offered by the Veterans’ Administration (VA) made it tenable for military veterans to buy a new house in the suburbs. Other federal programs, including low-interest mortgages offered by the Federal Housing Administration (FHA), promoted homeownership and encouraged the construction of single-family houses in suburban environments. The transition from a wartime to peacetime economy released 128 Kevin Starr, Embattled Dreams: California in War and Peace, 1940-1950, New York: Oxford University Press, 2002: 193-194. 129 Facts about Arcadia,” from 1968 City publication, on file at Special Collections, Arcadia Public Library. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 32 Americans’ pent-up consumer demand. The proliferation of the car and auto-related infrastructure, including the construction of an expansive regional freeway network throughout Southern California, helped to further realize the development of housing in more suburban areas. With its desirable location in the San Gabriel Valley and an already well-established sense of community, Arcadia earned its moniker “Community of Homes,” largely due to the vast amount of residential development that occurred in the city in the decades following World War II. The subdivisions and large home lots that had been laid out in the mid-1930s but remained largely unbuilt due to the onset of the war provided a ready canvas for home construction, and vacant lots quickly began to fill in during the early postwar years. In 1948, the Arcadia Tribune reported over $8 million in construction, including 650 houses and 35 commercial properties.130 In 1950, over 1,200 new dwelling units were completed.131 Hundreds of acres of residential subdivisions were developed to accommodate the steady influx of new arrivals to the city. In already established 1930s-1940s subdivisions like Santa Anita Village, the Rancho, Upper Rancho, and Santa Anita Oaks, empty lots were quickly filled with custom-built, single-family houses. For the first time in Arcadia, construction of multi- family housing helped to accommodate the large influx of new residents. Very few multi- family buildings had been built in Arcadia during the pre-war period, but the increase in population necessitated the creation of more housing, most visibly in the form of courtyard apartments along major thoroughfares like Baldwin Avenue, Santa Anita Avenue, and Huntington Drive. Commercial development progressed just as quickly as residential construction, with more and more businesses established to serve the needs of the growing postwar population. In the late 1940s-early 1950s, the business districts at Huntington Drive/1st Avenue and Baldwin Avenue/Duarte Road filled in any remaining empty lots, and expanded from their original cores. The portion of the Route 66 commercial district along Foothill Boulevard also saw its densest development during this time. The existing corridors were joined by new commercial complexes like the El Rancho Shopping Center on Huntington and smaller commercial strips along routes like Duarte Road. The newer commercial areas tended to be more explicitly automobile-oriented than the older ones south of Foothill Boulevard, and even the older areas now saw car rather than streetcar traffic, as Pacific Electric ceased operation of its famed Red Cars through the city in 1951 and switched to motor coaches (buses). Institutional development also accelerated during the postwar period, with existing institutions coming into full maturity and nearly a school a year being constructed between 1947 and 1956 to serve the booming student population.123 Existing churches and social organizations were joined by new ones all over the city. Arcadia could no longer ignore the pressure its rudimentary infrastructure system was under, and finally constructed a municipal sewer system in 1948 after many years of failed proposals and political infighting. Another long-delayed project, construction of a civic center, finally came to pass in the same year. Like the sewer issue, the civic center issue had been a years-long battle featuring debates over potential locations, size, and cost. Finally, an agreement was reached and an imposing new city hall was constructed on a large parcel 130 John Luke, 100 Years of Arcadia, Arcadia, CA: Core Media Group, Inc., 2003: 17. 131 Eberly, 182. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 33 on Huntington Drive. It was partially funded by revenue from a new five-cent admission tax levied on Santa Anita Park patrons, which also helped pay for construction of the local hospital (completed in 1957), police station, library, and other buildings. Subsequent development and new construction at the civic center property in the 1960s and ‘70s led to the complex in existence today. As reported by historians Pat McAdam and Sandy Snider, a 1957 Arcadia Chamber of Commerce report aptly illustrated the dynamic growth of civic services: In the ten years from 1947-1957, Arcadia’s Police Department grew from 18 to 45 officers; the Fire Department provided protection for 12,000 homes and several business districts… In 1957 city maintenance was required for 125 miles of paved streets and almost as many miles of sewers; over 20,000 street trees were regularly pruned. Arcadia’s Water Department reported more than 1,000 swimming pools in the city in 1957 and over 145 miles of water mains that distributed water to 10,800 customers and 830 fire hydrants.132 Arcadia gained another public attraction during the postwar period with the establishment of the Los Angeles State and County Arboretum (now known as the Los Angeles County Arboretum and Botanic Garden)…The Arboretum preserved the historic Reid and Baldwin buildings, as well as the historic landscape and Baldwin Lake, as a crucial part of its development into a popular recreational and educational destination over the years. Following the 1950 development of a master plan by architect Harry Sims Bent, the Arboretum opened to the public in 1955. The facility is known not just for its diverse and picturesque landscapes, but for its architecture, from the Queen Anne buildings of the Baldwin era to the Mid-Century Modern designs by architects Allison & Rible (who designed the 1955-1956 administration and gate house buildings and created the Arboretum’s building master plan in 1958).133 By 1957, Arcadia had grown to 37,271 residents, over four times as many people recorded at the beginning of World War II, and by 1960 the population had reached 41,005.134 Development of all types continued at the same frenetic rate through the 1950s and 1960s, and Arcadia’s reputation as a desirable, wealthy suburban community solidified. Access to the city, already fairly straightforward thanks to Route 66, became even easier with the construction of what would become Interstate/State Route 210 (the Foothill Freeway). The Arcadia Historical Society (another local institution established during the postwar period) accomplished one of its most visible acts of preservation in 1969-1970 when it moved the Santa Anita Depot from its location in the proposed path of the Foothill Freeway. The building, reduced to its component parts, was relocated to the grounds of the Arboretum and reconstructed using its original materials. Arcadia’s other train station, the Santa Fe depot, was saved and relocated at the same time and now resides at the Los Angeles County Fairgrounds in Pomona. In 1970, Arcadia had a population of 42,868 residents and was almost fully developed… 132 McAdam and Snider, 164. 133 Historic Resources Group, LLC and Kornrandolph, Inc., Cultural Landscape Report and Treatment Plan for the Los Angeles County Arboretum and Botanic Garden, prepared for the Los Angeles County Arboretum and Botanic Garden, 2014: 19. 134 “Facts about Arcadia,” from 1968 City publication, on file at Special Collections, Arcadia Public Library. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 34 Theme: Postwar Commercial Development, 1945-1970 In order to meet the consumer demands of Arcadia’s expanding postwar population, commercial development in the city increased exponentially. Commercial development in the mid-1940s and ‘50s generally followed previously-established patterns of development along the city’s major pre-war thoroughfares, such as 1st Avenue, Huntington Drive, Foothill Boulevard, and Baldwin Avenue, as well as along newer, auto-centered corridors such as Live Oak Avenue. Original business districts at 1st/Huntington and on Baldwin/Duarte continued to expand outward from their commercial centers. The Route 66 section of Foothill Boulevard, which remained the city’s main connection between neighboring communities until the completion of the Foothill Freeway in the early 1970s, continued to grow with new commercial establishments. Corridors such as Live Oak Avenue also experienced increased development in the postwar period, albeit on a smaller scale. Arcadia received its first major department store, a J.C. Penny’s located on Baldwin Avenue (no longer extant), in 1948.135 That same year, El Rancho Shopping Center (now much altered), featuring hardware, sporting goods, and shoe repair stores, among others, opened on Huntington Drive.136 In 1951, Arcadia’s Chamber of Commerce conducted a survey in order to compile a complete census of all the city’s businesses and to determine additional needed services for its burgeoning population.137 Existing local commercial establishments were soon joined by larger retail chains, including Hinshaw’s department store (1951; now the much-altered Burlington Coat Factory) at the southwest corner of Baldwin Avenue and Duarte Road; Nash’s department store (1953; no longer extant) at 1325 S. Baldwin Avenue; and Firestone Tire & Rubber Co. (1954) at 1500 S. Baldwin Avenue. A number of major financial institutions found their place on major thoroughfares throughout the city as well. Among these bank buildings were the Home Savings and Loan (1960; now Chase Bank), created by the noted designer Millard Sheets, at 60 E. Huntington Drive and the Pacific Savings and Loan (1964; now Citibank) at 41 E. Live Oak Avenue. As with much of postwar Southern California, Arcadia’s commercial development had become increasingly automobile-oriented by the mid-1940s and ‘50s. New businesses in the city often featured Modern designs and flashy, eye-catching signage, aimed at drawing the attention of motorists passing by. Mid-Century Modern-style restaurants and walk-up food stands, such as Taco Treat (1950) at 74 E. Live Oak Avenue, Rod’s Grill (1957) at 41 W. Huntington Drive, and Van de Kamp’s (1967; now Denny’s) at 7 E. Huntington Drive, are illustrative of Arcadia’s postwar, auto-oriented development. By the late 1950s and ‘60s, Arcadia’s commercial development had become quite diverse. A range of businesses, from manufacturing companies, to professional services, to highly-specialized consulting firms, had been established in the city in the decades following World War II.138 By 1970, Arcadia had matured into a prosperous suburban community, a far cry from the small farms and chicken ranches of its rural past. 135 J.C. Penney would return to Arcadia as an anchor of the Santa Anita Fashion Park mall, constructed on portions of the Santa Anita Park and Racetrack land in 1974. 136 McAdam and Snider, 148, 161. 137 “Business Survey Plans Drawn,” Los Angeles Times, 28 June 1951: 23. 138 McAdam and Snider, 176. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 35 Evaluation Guidelines: Postwar Commercial Development, 1946-1970 Commercial properties associated with this context are reflective of Arcadia’s rapid growth in the postwar period. Many buildings evaluated under this theme exemplify the increasingly auto-centric development that had come to characterize Arcadia’s postwar commercial landscape. Postwar commercial resources are relatively common in Arcadia. For this reason, eligible examples typically convey a particularly important association with patterns of postwar development and history. Associated Property Types Commercial: Restaurant/Walk-up Food Stand Commercial: Bowling Alley Commercial: Historic District Property Type Summary Individual Commercial Building: The majority of commercial buildings identified as eligible for their association with this theme are walk-up food stands/restaurants. The Bowling Square Lanes bowling alley (1020 S. Baldwin Ave.) is associated with this theme as well. Consistent with the era in which they were built, postwar buildings are typically flush with the sidewalk, have ample on-site parking, and feature prominent signage to attract passersby. Historic District: One historic district of commercial properties (the South Baldwin Avenue-Fairview Avenue Commercial Historic District) is associated with this theme. The district consists of four Mid-Century Modern-style retail buildings. All of the buildings are one story in height, feature multiple storefronts and prominent signage, are flush with the sidewalk, and retain rear, on-site parking. Geographic Location(s) Properties associated with this theme are located on major postwar commercial corridors, including Baldwin Avenue, Huntington Drive, and Live Oak Avenue, and are scattered throughout the city. Applicable Criteria A commercial resource (building or historic district) associated with the Postwar Commercial Development, 1946-1970 theme may be eligible under one or more of the following criteria: • Criterion A/1/1 (pattern of development/events): for its association with a significant patterns of postwar development and history in Arcadia. • Criterion B/2/2 (persons): for its association with a person (or persons) significant in the history of Arcadia. Integrity Considerations Individual Commercial Building: A property that is significant must also retain certain aspects of integrity in order to express its historic significance. Determining which aspects are most important to a particular property type requires an understanding of its significance and essential physical features. The rarity of a property type should also be considered when assessing integrity. For instance, since resources associated with this theme are relatively plentiful, they should retain a high level of physical integrity in order to be eligible. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 36 • Criterion A/1/1 (pattern of development/events): A property that is significant for its historic association is eligible if it retains the essential physical features that comprised its character or appearance during the period of its association with the important event or historical pattern.139 A commercial property from this period should retain integrity of location, design, feeling, and association, at a minimum, in order to convey the important association with the city’s development during this period. Minor alterations – such as door replacement, re-roofing, or compatible re-stuccoing – shall not, in and of themselves, render a resource ineligible. However, the cumulative impact of multiple minor alterations may compromise a resource’s overall integrity. More substantive alterations that are difficult to reverse – such as extensive storefront modifications that obscure the original form and program of the building, modification of original fenestration patterns, the removal of historic finishes or features – compromise a resource’s integrity and are likely to render it ineligible. • Criterion B/2/2 (persons): A property that is significant for its association with a significant person should retain integrity of location, design, feeling, and association, at a minimum, in order to convey its historic association with a significant individual. Historic District: • Criterion A/1/1 (events): In order for a historic district to be eligible for designation, the majority of the components within the district boundary must possess integrity, as must the district as a whole. Integrity of design, setting, and feeling must be strongly present in the district overall. A contributing building must retain integrity of location, design, setting, feeling, and association to adequately convey the significance of the historic district. The district overall should convey a strong sense of time and place. In general, minor or reversible alterations or in-kind replacement of original features and finishes are acceptable within historic districts. Significant alterations that change the massing, form, roofline, or fenestration patterns of an individual building, alter the original design intent, or that are not reversible may result in non-contributing status for an individual building. In order for a historic district to retain integrity, the majority (60% or more) of its component parts should contribute to its historic significance. • Criterion B/2/2 (persons): A historic district that is significant for its association with a significant developer should retain integrity of location, design, setting, feeling, and association, at a minimum, in order to convey its historic association with a significant developer. Registration Requirements Individual Commercial Building: To be eligible under this theme, a resource should, at a minimum, satisfy the following registration requirements: • Date to the period of significance (1946-1970), and • Retain the essential aspects of integrity (listed above), and • Retain enough of its essential physical features to sufficiently convey its association with the historic context. 139 National Register Bulletin 15. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 37 • If significant for its association with a notable person (Criterion B/2/2), the resource must be associated with that person’s productive period – the time during which she or he attained significance. Historic District: To be eligible under this theme, a historic district should, at minimum, satisfy the following registration requirements: • Date to the period of significance (1946-1970), and • Retain the majority (60% or more) of the contributors dating to the period of significance. • Reflect planning and design principles from the period. Route 66 in California Relevant sections of the National Register of Historic Places Multiple Property Documentation Form recently prepared for Route 66 in California are excerpted below in order to provide more detailed information on the evaluation of properties associated Route 66.140 Introduction U.S. Highway 66 in California, more commonly known as “Route 66,” is the western terminus of an early cross-country highway that extended from Chicago, Illinois, to Santa Monica, California.141 Established in 1926, U.S. Highway 66 was part of the first nationally designated highway system and was one of 13 original U.S. Highways designated in California. It was one of three Southern California east-west highways that extended from the Colorado River to the Pacific Coast. Areas of Significance The history and development of U.S. Highway 66 in California represents important themes under the following National Register of Historic Places (National Register) areas of significance: Transportation, Engineering, Social History, Commerce, Entertainment/Recreation, and Architecture. This Multiple Property Documentation Form (MPDF) provides historic context related to these areas of significance and identifies the important themes for which U.S. Highway 66 derives significance under the National Register Criteria for Evaluation. It also describes the associated property types that have an important association under each historic context and U.S. Highway 66 for listing in the National Register. The MPDF provides four historic contexts. The context Auto and Tourism Businesses on U.S. Highway 66, San Bernardino and Los Angeles Counties, California, 1926-1974 is the only one that appears relevant to evaluation of the subject properties, as none of the other contexts identify associated property types represented at the subject properties. 140 Carol Roland, Heather Goodson, Chad Moffett, and Christina Slattery, Mead and Hunt, Inc., “U.S. Highway 66 in California,” National Register of Historic Places Multiple Property Documentation Form, prepared September 28, 2011, signed by the Keeper of the National Register, January 3, 2012. 141 The official designation of the route is U.S. Highway 66. Popular interest in the route, particularly in the last several decades, has resulted in the shortened reference of “Route 66” to the highway. The historical name of the route used in the MPDF corresponds to its official designation within the U.S. Highway System (see the Transportation historic context) during the heyday of its use. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 38 Historic Context Auto and Tourism Businesses on U.S. Highway 66, San Bernardino and Los Angeles Counties, California, 1926-1974: U.S. Highway 66 in California facilitated commercial development along the route in two different environments. Outside the Los Angeles basin and largely contained within San Bernardino County, businesses catering to migrants and tourists developed along the highway to provide needed goods and services. Local economies included small-scale mining and farming, and commercial development occurred to support local needs for goods and services. However, the presence of the highway led to substantial numbers of restaurants, motels, tourist courts, service garages, gas stations, and other tourist and auto businesses in direct response to traffic along the route. In the urban Los Angeles basin roughly contained within Los Angeles County, commercial development along the route served the traveling public along U.S. Highway 66, which become more dispersed as migrants and tourist reached the end of the route, and also provided goods and services to the large numbers of local residents. In both environments, the pattern of commercial development seen in auto and tourism businesses due to their close proximity to U.S. Highway 66 provides an important representation of the commercial development trend under Criterion A: Commerce. Associated Property Type: Automobile services Areas of Significance: Commerce, Architecture Historic Contexts: Auto and Tourism Businesses on U.S. Highway 66 Registration Requirements: Automobile services, including gas stations, service stations, automobile dealerships and garages, car washes, and drive-in markets, may be significant under Criterion A: Commerce for providing goods and services to the traveling public along U.S. Highway 66, in addition to serving local and regional needs. For businesses along or near the route in the urban Los Angeles basin (roughly contained within Los Angeles County), roadside businesses served both the traveling public, which became more dispersed towards the end of the route, and large numbers of local residents. As such, the association of these properties to U.S. Highway 66 is less clear than in areas that were historically non-urban (roughly contained within San Bernardino County). As a result, to consider properties significant under Criterion A: Commerce in the Los Angeles basin it is necessary to establish that a business was providing its goods and services in direct response to the through-traveler. Further intensive level research will be critical in establishing and documenting a direct and important association with U.S. Highway 66. Such research and documentation may include advertisements, newspaper articles, and promotional literature linking the property to efforts to provide good and services specifically to tourists along the route. Automobile service properties related to U.S. Highway 66 may also be eligible for National Register listing under Criterion C: Architecture as a distinctive example of a property type or architectural style. Automobile service properties eligible for listing in the National Register under this MPDF must be located along U.S. Highway 66 during the period of significance of the route. For automobile service properties that were constructed prior to the highway’s period of significance (1926), a direct association with U.S. Highway 66 within the period of significance needs to be demonstrated for these properties to possess significance under this context. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 39 Automobile service properties will typically possess significance at the local level, since these services were established along U.S. Highway 66 in many communities and their importance relates to providing service at specific points or in communities along the route. Character-defining features Gas and service stations: • Building with office and sales space • Large entry doors or service bays for automobiles to pass into the building (if service station) • Island for gas pumps • Canopy extending outward from the building or over island for gas pumps • Curb cuts for entrance and exit • Signage as free standing, attached to or painted on building to catch motorists attention Integrity To meet the requirements for National Register listing under Criterion A, automobile service properties should retain their character-defining features and integrity of location, association, feeling, and setting as these are important to establish the property’s relationship to transportation on U.S. Highway 66. Integrity of design, materials, and workmanship are needed but are less important to establishing the relationship with U.S. Highway 66 under Criterion A. Alterations may be acceptable if character-defining features are intact and the alterations were sensitive to the original design and completed within the period of significance. For automobile service properties to be eligible for National Register listing under Criterion C they should continue to exhibit character defining features from the period of significance and retain integrity of design, materials, and workmanship. In general, under Criterion C these properties should display few alterations to the massing, fenestration patterns, and historic materials, and continue to clearly convey their historic function. Very few gas stations retain original pumps; therefore, this is not a requirement for eligibility. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 40 VII. HISTORIC RESOURCE ASSESSMENT Significance Eligibility criteria for local, City of Arcadia, individual designation align in large degree with that of the National and California Registers. The following evaluates potential eligibility of the subject properties under each eligibility criteria for the federal, state and local levels under a single heading. Criterion A/1/1: Is associated with events that have made a significant contribution to the broad patterns of Arcadia’s or California’s history. The subject properties are evaluated in this report for potential significance for association with City of Arcadia developmental History during periods of significance spanning 1936-1970, and for association with Route 66. City of Arcadia Developmental History The mid-twentieth century and Post-World-War-II periods in Arcadia saw exponential growth with regard to many types of development, especially residential and commercial, mirroring nationwide trends. Development of commercial buildings increased in the business district located on Huntington Drive (Route 66), reaching its height during the Post-War period. The City’s historic context statement includes two periods of significance relevant to study of the subject properties; the first period of significance begins in 1936 and ends in 1945. Only Building B was constructed during that period, constructed in 1945 as a mixed-use building with an apartment, garage, and warehouse. The historic context does not include reference to mixed-use buildings as a potentially significant property type. While the context identifies commercial buildings constructed during 1936-1945 as an increasingly rare property type that may be significant, the description of such buildings, as one-story and aligned with the sidewalk edge, does not appear to apply to the Building B. Thoroughly evaluated in this report, Building B was not found to have significant associations. Original owner and apartment tenant Joseph C. Bower worked nearby as a cabinetmaker, while its earliest known warehouse tenant was Shur-Rane Irrigation Company, an irrigation supply manufacturer. There was no architect; Bower served as the contractor. Thus, known associations are unremarkable and Building B does not appear significant for association with local history. The City’s historic context statement also includes a period of significance beginning in 1946 and ending in 1970. Buildings A, C, D, and E were all constructed during this period. The historic context statement provides that individual commercial buildings from that time are relatively common in Arcadia and would need to convey a particularly important association with patterns of postwar development and history in order to be considered significant. Buildings A, C, D, and E were evaluated in detail in this report and were not found to have any significant historical associations, as discussed below. Building A was constructed 1953 and leased to Arcadia Post Office, serving as the post office for the ten-year duration of the lease. Building A does not appear significant for this association, as the post office occupied the building for a relatively brief 10-year period of time. Its history appears better represented by its current location, the building it has occupied for over fifty years, since 1962. The current facility also has a clearer architectural style evocative of its use; whereas Building A is utilitarian with few design elements indicating its original use. Therefore, Building A does not appear historically significant for its association with the Arcadia Post Office. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 41 Building C was constructed 1954 as an automobile repair shop, used by Arcadia Motor Service, which specialized in automobile air conditioning work, operating out of Building C from 1960 through at least 1990. Building C does not appear significant for this association, as there is no evidence that Arcadia Motor Service was especially important or made substantial contributions to local history. There were many other auto repair businesses in the city in 1960, with 30 such businesses present, and no evidence of Arcadia Motor Service contributing to important aspects of local or automotive history. Building D was constructed in 1946-1947 to house the Arcadia branch of Bank of America, serving as that branch until 1972 when the bank moved to its current location on Santa Anita Avenue. Bank of America was the largest bank in the world by 1945, with branches in many cities. There is no evidence the Arcadia branch was one of the bank’s important branches. While the bank was one of the three early such institutions in Arcadia, local history of banking appears to be better represented by the bank’s original, 1927, location on 2 N. 1st Avenue (extant), and its current location at 180 N. Santa Anita Avenue, where the bank has been located since 1972. Therefore, Building D does not appear significant for its association with Bank of America. Building E was constructed in 1948 as a store building, and its earliest known tenant was Arcadia Television Center, a television retailer operating out of the building from 1953-1969. Building E does not appear significant for this association, as Arcadia Television Center does have been an especially important business, as it was one of multiple similar local businesses, and there are few mentions of it in local newspapers or otherwise. Therefore, Building E does not appear to be historically significant for its association with Arcadia Television Center. Route 66 As described in the historic context section of this report, Route 66 had a profound influence on development nationwide. A National Register Multiple Property Documentation Form (MPDF) has been prepared for evaluation of historical resources in California that may be related to the history of Route 66. This document was used to guide evaluation of the subject properties, as Huntington Drive adjacent to the subject properties was once a segment of Route 66. The following considers the MPDF and provides an evaluation of potential significance for association with Route 66. Buildings A and B do not appear to have an historical association with Route 66. Located on Wheeler Avenue, facing away from Huntington Drive, their early uses as a post office (Building A) and irrigation supply store and apartment (Building B) are not associated with the history of Route 66. Buildings D and E are located on Route 66 (Huntington Drive), but do not represent any of the potentially significant property types identified in the MPDF. Their early uses, which were the typical commercial uses of a bank (Building D) and television store (Building E), do not appear to have a strong association with any of the aspects of Route 66 history identified in the MPDF’s historic contexts. Building C was constructed as an automobile service center during the period of significance for Route 66 and could potentially be evaluated under the historic context Auto and Tourism Businesses on U.S. Highway 66, San Bernardino and Los Angeles Counties, California, 1926- 1974. However, it does not appear that Building C has a close enough association with Route 66 to be considered significant for this association. The MPDF provides that in order “to qualify for listing in the National Register under this MPDF, properties must meet registration requirements, be a component of the roadway itself or have a direct and documented association with U.S. Highway 66 during the period of significance, and be important under one of the historic contexts 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 42 identified....”142 Based on this description, Building C is ineligible, because it does not have a direct and documented, or important, association with Route 66, nor does it appear to be a direct response to the through-traveler. While it is located nearby Route 66, its positioning on Wheeler Avenue, facing away and without being readily visible Huntington Drive, makes it difficult for Building C to have a strong association with Route 66. There is no direct driveway or pedestrian access off Route 66. Therefore, the subject properties do not appear significant for their association with Route 66. Based on the above evaluation, the subject properties do not appear eligible under Criterion A/1/1. Criterion B/2/2: Is associated with the lives of persons important to local or California history. The subject properties were evaluated throughout this report for potential significance for association with the lives of persons important in our past, including known historical owners, tenants, and contractors. Thorough study of the history of each property did not reveal any persons important in our past. Therefore, the subject properties do not appear eligible under Criterion B/2/2. Criterion C/3/3: Embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of a master, or possesses high artistic values. The subject properties were evaluated for potential significance for its association with their architecture, though none appear significant for this association. Building A is a nondescript, utilitarian industrial-commercial building that was not designed in any specific architectural style. Building B is also a nondescript utilitarian building originally designed to contain multiple uses, an apartment, garage, and warehouse, and was not designed in any specific architectural style. Building C is a simple, utilitarian automobile service garage with office, and was not designed in any specific style. Though the canopy extending east from the garage could be considered an element of Mid-Century Modern style given its horizontality, this feature alone is not enough to make the building a strong example of the style. Buildings D and E are shown in historic photographs to have originally been simple, vernacular expressions of Mid-Century Modern style. As documented in this report, both buildings have been substantially altered at the street- facing facades, with the horizontal design elements characteristic of the style stripped away or otherwise altered, rendering the buildings no longer recognizable as examples of their original style. The subject properties are not known to be examples of work by any important creative individuals. Therefore, the subject properties do not appear eligible under Criterion C/3/3. Criterion D/4: Has yielded, or has the potential to yield, information important in prehistory or history of the city or state. The subject properties cannot be reasonably expected to yield information important in prehistory or history; therefore, they do not appear eligible under Criterion D/4. 142 Section F, Page 84. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 43 Historic District Eligibility The subject properties were considered for potential eligibility as contributors to a locally eligible historic district. However, none appear to have significant historical associations. None of the buildings were identified individually or as part of any historic district in the city’s recent historic resource survey. There does not appear to be a grouping of buildings that convey a strong sense of time and place from any particular period in history, nor is there a significant concentration, linkage, or continuity of sites, buildings, structures, or objects united historically or aesthetically by plan or physical development. Therefore, there does not appear to be any district present. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 44 VIII. CONCLUSION The subject properties have not been previously identified as historical resources. They were not found eligible individually or as part of any historic district in the city’s recently completed historic resource survey. They were evaluated in detail in this report, including thorough documentation of existing conditions, history of construction and alterations, and history of owners and tenants. The properties were evaluated against relevant historic contexts, which focused on developmental history of the City of Arcadia as well as the history of Route 66 in California. None of the subject properties were found to be significant. Therefore, this report finds the subject properties do not qualify as historical resources under CEQA. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 45 IX. BIBLIOGRAPHY Biographical Research (Ancestry.com) David L. Peacock and Virginia Peacock “David L. Peacock,” 1930 United States Federal Census, Census Place: Lima, Rock, Wisconsin; Page: 5B; Enumeration District: 0040; FHL microfilm: 2342344. “David L. Peacock,” 1952 California Voter Registration. “David L. Peacock,” 1956 California Voter Registration. “David L. Peacock,” 1962 California Voter Registration. “David L. Peacock,” U.S., Find A Grave Index, 1600s-Current. “Virginia D. Peacock,” U.S., Find A Grave Index, 1600s-Current. Edward D. Laurance “Edward Laurance,” 1940 United States Federal Census, Census Place: Inglewood, Los Angeles, California; Roll: m-t0627-00234; Page: 11B; Enumeration District: 19-296. “Edward Daley Laurance,” U.S., Find A Grave Index, 1600s-Current. “Edward Daley Laurance,” U.S. World War II Draft Cards Young Men, 1940-1947, The National Archives in St. Louis, Missouri; St. Louis, Missouri; Record Group: Records of the Selective Service System, 147; Box: 1018. Henry Bertolotti “Henry Bertolotti,” 1930 United States Federal Census, Census Place: Pasadena, Los Angeles, California; Page: 15B; Enumeration District: 1246; FHL microfilm: 2339904. “Henry Bertolotti,” 1940 United States Federal Census, Census Place: San Gabriel, Los Angeles, California; Roll: m-t0627-00253; Page: 5B ; Enumeration District: 19-701. “Henry Bertolotti,” World War I Draft Registration Card, Registration State: Illinois; Registration County: Cook; Roll: 1503878; Draft Board: 76. Henry Bertolotti, World War II Draft Registration Card, Record Group Title: Records of the Selective Service System, 1926-1975; Record Group Number: 147. “Henry Bertolotti,” U.S. Social Security Death Index, Number: 562-66-4421; Issue State: California; Issue Date: 1962. Joseph C. Bower “Joseph C. Bower,” 1940 United States Federal Census, Census Place: Monrovia, Los Angeles, California; Roll: m-t0627-00237; Page: 18B; Enumeration District: 19-360A. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 46 “Joseph Clark Bower,” World War II Draft Registration Card, 1942. “Joseph Bower,” U.S., Social Security Death Index, 1935-2014. Herbert Wesch “Herbert Wesch,” 1940 United States Federal Census, Census Place: San Gabriel, Los Angeles, California; Roll: m-t0627-00251; Page: 2B ; Enumeration District: 19-666. “Herbert O. Wesch,” California Marriage Index, 1949-1959. “Herbert O. Wesch,” U.S. Social Security Death Index, 1935-2014. Marvin L. Dickson “Marvin L. Dickson,” 1940 United States Federal Census, Census Place: Monrovia, Los Angeles, California; Roll: m-t0627-00237; Page: 7A; Enumeration District: 19-372. “Marvin L. Dickson,” U.S. Phone and Address Directories, 1993-2002, database. “Marvin Loren Dickson,” U.S. WWII Draft Cards Young Men, 1940-1947, The National Archives in St. Louis, Missouri; St. Louis, Missouri; Record Group: Records of the Selective Service System, 147; Box: 461. Richard W. Ware “Michigan Alumnus,” newsletter, November 19, 1932, Vol. 39, 134. “Richard W. Ware,” 1930 United States Federal Census, Census Place: Pasadena, Los Angeles, California; Page: 10B; Enumeration District: 1239; FHL microfilm: 2339904. “Richard W. Ware,” 1940 United States Federal Census, Census Place: Pasadena, Los Angeles, California; Roll: m-t0627-00240; Page: 2A; Enumeration District: 19-441. “Richard Woolsey Ware,” U.S. Find A Grave Index, 1600s-current. Robert L. Walker “Robert L. Walker,” 1954 California Voter Registration. Willis T. Robbins “Willis Robbins,” U.S. Social Security Death Index, 1935-2014. “Willis Thomas Robbins,” WWII Draft Cards Young Men, 1940-1947, The National Archives in St. Louis, Missouri; St. Louis, Missouri; Record Group: Records of the Selective Service System, 147; Box: 1524. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 47 Books Arcadia Historical Society, Images of America: Arcadia, Charleston: Arcadia Publishing, 2008. Eberly, Gordon S., Arcadia: City of the Santa Anita, Claremont: Saunders Press, 1953. McAdam, Pat and Sandy Snider, Arcadia: Where Ranch and City Meet, Arcadia: Friends of the Arcadia Library, 1981. City Directories (Ancestry.com) Arcadia City Directory, 1944, Los Angeles: Los Angeles Directory Co., 1944. Arcadia City Directory, 1948, Los Angeles: Los Angeles Directory Co., 1948. Arcadia City Directory, 1960, Los Angeles: R.L. Polk & Co, 1961. Arcadia City Directory, 1950, Los Angeles: Los Angeles Directory Co., 1950. Arcadia City Directory, 1959, Los Angeles: R.L. Polk & Co, 1959. Arcadia City Directory, 1960, Los Angeles: R.L. Polk & Co, 1960. Arcadia City Directory, 1962, Monterey Park: R.L. Polk & Co, 1962. Arcadia City Directory, 1963, Monterey Park: R.L. Polk & Co, 1964. Arcadia City Directory, 1964-1965, Monterey Park: R.L. Polk & Co, 1964. Arcadia City Directory, 1968-1969, Arcadia: Arcadia Directory Company, 1968. Alhambra City Directory, 1962, Monterey Park: R.L. Polk & Co, 1962. Monrovia and Arcadia City Directory, 1950, Los Angeles: Los Angeles Directory Co., 1950. Monrovia and Arcadia City Directory, 1953, Los Angeles: R.L. Polk & Co, 1954. Los Angeles City Directory, 1937, Los Angeles: Los Angeles Directory Co., 1937. Pasadena City Directory, 1955, R.L. Polk & Co., 1955. Pomona City Directory, 1959, Anaheim, Luskey Brothers & Co., 1959. Temple City Directory, 1951, Los Angeles: Los Angeles Directory Co., 1951. City Reports, Documents, and Building Permits Architectural Resources Group, City of Arcadia Citywide Historic Resources Survey Report, prepared for City of Arcadia, Development Services, Planning Division, July 18, 2016. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 48 Architectural Resources Group, Chapter XX.XX Arcadia Historic Preservation Ordinance, Draft, August 2, 2018. City of Arcadia Building Permits and related correspondence, various documents (see Appendix A for permit references). City of Arcadia Historic Preservation Ordinance, Ordinance No. 2359, City of Arcadia Municipal Code, §9103.17.060, https://library.municode.com/ca/arcadia/codes/code_of_ordinances?nodeId=ARTIXDIU SLA_CH1DECO_DIV3REAPALZOITPLGEDEST_S9103.17HIPR, accessed January 28, 2020. National Park Service Guidance National Register Bulletin #15, How to Apply the National Register Criteria for Evaluation, National Park Service, 1990, revised 2002. National Register Bulletin #16A: How to Complete the National Register Registration Form, National Park Service, 1997. Websites “Becoming Bank of America,” company website, https://about.bankofamerica.com/en-us/our- story/becoming-bank-of-america.html#fbid=uipunGiI8N2, accessed October 5, 2018. “Business Search,” California Secretary of State, https://businesssearch.sos.ca.gov, accessed November 5, 2018. “Corporate Overview,” FMC, http://www.fmc.com/About-FMC/Corporate-Overview, accessed November 5, 2018. “History of Allied Radio & Allied Electronics Corporation,” Allied Catalogs, http://www.alliedcatalogs.com, accessed November 5, 2018. “Irrigation Museum,” http://www.irrigationmuseum.org/exhibit1.aspx?app=1&tp=6, accessed November 5, 2018. “Moregain Capital,” company website, http://www.moregaincapital.com/about/, accessed October 4, 2018. Property Assessment Information System, Los Angeles County Office of the Assessor, online database, http://maps.assessor.lacounty.gov, accessed October 5, 2018. “Thoroughbred Racing Walk of Champions,” Arcadia Historical Society, https://arcadiahistoricalsociety.org/racing-walk-champions/, accessed October 4, 2018. “Western Medical Supply,” company history, http://www.westernmedicalsupply.com/corp/aboutus.html, accessed November 6, 2018. Newspaper and Journal Articles 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 49 Arcadia Tribune “Display Ad,” Arcadia Tribune, July 26, 1962: 7. “Display Ad,” Arcadia Tribune, October 3, 1974: 3. “Display Ad,” Arcadia Tribune, October 23, 1975: 3. “Hard Times for Altrusa Club Party,” Arcadia Tribune, October 25, 1970: 9. “The Bank of America Grows by Leaps and Bounds,” Arcadia Tribune, May 25, 1972: 40. “Zephyr Realty Opens Second Office Complex,” Arcadia Tribune, October 13, 1971: 7. Los Angeles Times “Added Space for Post Office,” Los Angeles Times, October 26, 1948: 18. “An Alternative in Times of Crisis: HOY to Tell How It’s Done at Fete,” Arcadia Tribune, April 21, 1974: 1. “Arcadia Officers Elected,” Los Angeles Times, February 13, 1951: A7. “Arcadia: Post Office Relocates,” Los Angeles Times, August 13, 1992: SGJ2. “Arcadia Post Office Will Move to Larger Quarters in Two Weeks,” Los Angeles Times, January 18, 1962: F6. “Arcadia Realty Board Gavel to Go to Walker,” Los Angeles Times, December 7, 1952: G6. “Arcadia to Have New Post Office,” Los Angeles Times, July 23, 1953: 23. “Arcadia to OK District Levies,” Los Angeles Times, November 9, 1958: SG12. “Arcadia Tract Plans Ranch Style Homes, Los Angeles Times, June 27, 1954: E11. “Business Groups Back Site for Post Office,” Los Angeles Times, April 3, 1960: SG1. “Classified Ad,” Los Angeles Times, June 5, 1955: 114. “Classified Ad,” Los Angeles Times, January 29, 1978: 572. “David P. Slater,” Los Angeles Times, July 19, 1963: 43. “Display Ad,” Los Angeles Times, January 18, 1928: 10. “Display Ad,” Los Angeles Times, January 27, 1949: 15. “Display Ad,” Los Angeles Times, January 27, 1955: 33. “Display Ad,” Los Angeles Times, October 11, 1929: 19. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 50 “Hoy Clinic Will Greet New Executive Director,” Los Angeles Times, January 10, 1982: SG2. “LTV Ling Altec, Allied Radio Agree to Merger,” Los Angeles Times, July 27, 1967: B11. “Mail Goes Through,” Los Angeles Times, January 15, 1965: SG9. “New Arcadia Post Office Readied,” Los Angeles Times, October 23, 1953: 23. “New Post Office Building Assured for Arcadia,” Los Angeles Times, June 12, 1953: 22. “New President Named,” Los Angeles Times, December 14, 1947: 34. “New Structure Set for Branch,” Los Angeles Times, September 22, 1957: F10. “Post Offices for Arcadia, Azusa Asked,” Los Angeles Times, January 14, 1949: A6. “Post Office Opening,” Los Angeles Times, November 3, 1953: 23. “Postal Station Due by Oct. 1,” Los Angeles Times, August 1, 1953: 7. “School Building Razing Ordered,” Los Angeles Times, September 1, 1955: 50. “Trouble Free 20-Years Made Me Choose Shur-Rane Again,” Eureka Humboldt Standard, July 1, 1960: 20. Miscellaneous Broadcasting Magazine, August 7, 1962: 81, Americanradiohistory.com, accessed November 5, 2018. Pasadena Independent “Altadena Seats New Chamber Officers Tonight,” Pasadena Independent, February 12, 1960: 13. “Altadena C of C Elects New Officers,” Los Angeles Times, December 20, 1962: 133. “Display Ad,” Pasadena Independent, October 18, 1972: 10. “Hiestand to Dine with Chamber,” Pasadena Independent, February 13, 1959: 48. San Bernardino County Sun “E.P. Laurance Home Scene of Garden Party,” The San Bernardino County Sun, July 24, 1934: 9. “Drug Firm Will Open New Unit at Shopping Center,” The San Bernardino County Sun, October 13, 1956: 10. “Hollywood Park Horsemen Grieve,” San Bernardino County Sun, July 19, 1963: 32. “Rialto North Development Sets ‘Preview’,” San Bernardino County Sun, April 19, 1963: 23. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 51 “Travelers Joy is Sought by Motor or Rail or Steamer,” The San Bernardino County Sun, June 13, 1928: 9. 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 52 Appendix A: Table of Building Permits Building A (122-124 E. Wheeler Avenue): Date Permit No. Work Owner Architect Contractor Valuation July 20, 1953 18310 Construct new post office building. Robert L. Walker N/A David P. Slater $37,000.00 August 20, 1953 27146 Plumbing and heating permit. Robert L. Walker N/A Duarte Plumbing Co. N/A August 26, 1953 7180 Sewer permit. Robert L. Walker N/A Martin Kordick N/A September 18, 1953 4233 Wiring and fixtures permit. Robert L. Walker N/A Circle S. Electric Co. N/A March 1, 1967 N/A Approval letter from Planning Department to occupy the building for retail sale of furniture. Mr. M. Oshin, Plummer’s Inc. N/A N/A N/A December 1, 1971 38950 Install new offices and firewall divider in vacant building. David L. Peacock N/A Owner $2,000.00 December 1, 1971 38951 Mechanical permit to install fan for offices. David L. Peacock N/A Owner $600.00 December 1, 1971 38952 Plumbing permit for gas system. David L. Peacock N/A Owner N/A December 14, 1971 39031 Electrical permit for one furnace motor. David L. Peacock, 120 Wheeler. N/A George W. Price N/A March 17, 1972 39709 Electrical permit for outlets. David L. Peacock, 120 Wheeler. N/A George W. Price N/A January 26, 1976 54400 Add 7’ block trash area wall. David L. Peacock Inc., 124 Wheeler Ave. N/A David L. Peacock Inc. $700.00 November 28, 1979 69915 Installation of 499- gallon propane tank, located south of loading dock. Virginia Peacock, 122 Wheeler Ave. N/A One Way Comfort Systems $2,000.00 September 14, 1989 A8904332 Re-roof commercial building. Virginia Peacock N/A Randol Roofing $5,000.00 December 29, 1993 A9304111 Alteration to window front, non- bearing walls, bathroom. Arcadia Party Rentals N/A Timberline Builders $17,000.00 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 53 Date Permit No. Work Owner Architect Contractor Valuation December 30, 1993 A9304116 Plumbing permit, replace kitchen sink, dishwasher, drinking fountain. Michael G Hoffman and Rene Hoffman N/A Frank Marrone and Sons N/A January 3, 1994 A9400011 Alteration permit for fire sprinklers Arcadia Party Rentals N/A Preferred Fire Protection $13,000.00 January 12, 1994 A9400121 Electrical permit, wiring for tenant improvement work. Arcadia Party Rentals N/A Tri State Electric N/A May 16, 1996 A9601451 Plumbing permit, replace kitchen sink, dishwasher, drinking fountain. Michael Hoffman, 821 Auburn N/A Michael Hoffman N/A May 16, 1996 A9601449 Alteration to window front, non- bearing walls, bathroom. Michael Hoffman N/A Michael Hoffman $17,000.00 May 16, 1996 A9601450 Electrical permit, wiring for tenant improvement work. Michael Hoffman N/A Michael Hoffman N/A July 18, 1996 A9602081 Add central station monitor Arcadia Party Rentals N/A Post Alarm Systems $925.00 July 26, 1996 A9602176 Add central station monitor. Arcadia Party Rentals N/A Post Alarm Systems $925.00 November 14, 1996 A9603395 Install fire sprinklers. Arcadia Party Rentals N/A Preferred Fire Protection $13,000.00 December 17, 1996 A9603726 Install fire sprinklers. Arcadia Party Rentals N/A Preferred Fire Protection $13,000.00 May 19, 2004 B00-018- 804 Install storage racks. 124 E. Wheeler Ave Partnership N/A Owner $500.00 Building B (126-128 E. Wheeler Avenue): Date Permit No. Work Owner Architec t Contractor Valuation November , 21, 1945 8168 Building permit for warehouse, residence, and garage. J.C. Bower N/A J.C. Bower $15,000 May 6, 1946 12552 Plumbing permit. J.C. Bower N/A Bauer and King N/A June 3, 1946 12626 Heating permit. J.C. Bower N/A Hayer N/A September 24, 1946 13244 Septic cesspool permit. J.C. Bower N/A J.C. Bower N/A 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 54 Date Permit No. Work Owner Architec t Contractor Valuation June 26, 1946 10865 Wiring permit. J.C. Bower N/A F.W. Smith N/A August 5, 1946 11039 Fixtures permit. J.C. Bower N/A F.W. Smith N/A August 5, 1946 3696 Electrical permit J.C. Bower N/A N/A N/A September 24, 1946 2312 Gas permit J.C. Bower N/A N/A N/A March 17, 1949 1004 Sewer permit, unspecified work. J.C. Bower N/A Kadich N/A July 8, 1949 12597 Plumbing permit, toilet. J.C. Bower N/A A.V. Saenz N/A July 12, 1949 17260 Electrical permit, wire motors. J.C. Bower N/A Price Electric N/A May 8, 1950 13851 Unspecified work regarding interior piers and bond beam steel and frame. J.C. Bower N/A C.P. Cassady N/A May 9, 1950 13851 Add to factory. J.C. Bower N/A Cassady N/A May 5, 1950 20626 Plumbing permit, unspecified work. J.C. Bower N/A C.T. Newman N/A June 7, 1950 18761 Electrical permit, unspecified work. J.C. Bower N/A Fenton and Linderman N/A June 2, 1950 18872 Electrical permit, wire motors. J.C. Bower N/A Price Electric N/A June 23, 1950 18894 Electrical permit, 2 outlets. J.C. Bower N/A Price Electric N/A August 27, 1953 4130 Electrical permit, RO wire. R.O. Wheeler N/A John Feil N/A August 13, 1957 9611 Electrical permit, RO wire. Viral Mfg Co. N/A Martin Electric. N/A October 14, 1958 24255 Reroof center building. J.C. Bower N/A Monarch Roof & Insul Co. $350.00 August 5, 1953 27065 Plumbing permit, 2 traps. A.V. Saenz N/A John R. Byerly N/A August 6, 1953 27674 Plumbing permit, plumbing fixtures. A.V. Saenz N/A L.D. King, R.O. Wheeler N/A August 25, 1953 4130 Electrical permit, 8 outlets. A.V. Saenz N/A Veral Mfg. Co. N/A July 8, 1957 9611 Electrical permit, 3 motors. A.V. Saenz N/A Martin Electric N/A September 19, 1960 26534 Remodel offices, existing concrete block walls, new partitions—new 1 hour ceiling throughout. Rico Investment, 636 W. Lemon Avenue, Arcadia N/A Owner $20,000.0 0 December 27, 1960 37661 Plumbing permit, fixtures. Rico Investments. N/A Loomis Plumbing N/A 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 55 Date Permit No. Work Owner Architec t Contractor Valuation March 3, 1961 000391 Air conditioning permit. R. Rice, 483 W. Duarte Road N/A Bartosh Sheet Metal $2,600.00 March 8, 1961 00437 Electrical permit for 3 residential entrance service, 1 heating element. R.B. Rice N/A Watkins Electric. N/A October 25, 1963 10611 Electrical permit for 1 range, 1 residential entrance service, 1 heating element. W. H. Crawford, 11850 E Valley, El Monte N/A M.R. Wilkerson N/A January 6, 1967 23085 Electrical permit for 10 outlets. Allied Radio N/A G. Electric Co. N/A February 7, 1978 62454 Plumbing permit for two lavatories. Hoy N/A Don’s Plumbing N/A April 11, 1978 62320 Install new partitions. Hoy N/A J.H. Kuhn $500.00 October 8, 1981 75574 Install 4’x5’ sandblasted redwood sign. Hoy Clinic, 128 Wheeler Ave N/A ABC Sign and Lighting Maint. Co. $200.00 August 30, 1983 80552 Electrical permit for new outlets, fixtures, services, and motors. Stewart X- Ray Service, 128 E. Wheeler N/A Avels Electrical Corp. N/A September 21, 1983 80758 Fence, block. Doug Stewart, 159 E. Huntington N/A Daniel H. Maguire, DBA Construction Cost Analysis $750.00 November 14, 1983 81189 Remodel interior. Stewart’s X- Ray, 126 E Wheeler Don A. Handel Designer Canney’s Remodeling. $27,000.0 0 December 12, 1983 81400 Plumbing permit for new water closets, lavatories, and bar (sink). Stewart, 158 E. Huntington Drive. N/A Agosta Plumbing N/A February 14, 1984 61870 Mechanical permit for new boiler/compressor . Stewart N/A Peacock Air Conditionin g N/A January 17, 1991 N/A Stop work order, reroofing without obtaining permit. N/A N/A N/A N/A January 22, 1991 A910024 1 Re-roof building. Paul Kalemkiraria n N/A Shipley Roofing Co. $1,200.00 January 9, 2007 B00-026- 655 (Permit stamped: Expired) Remove existing composite and re- roof apt building with 16 sqs of timberline class A Mike and Rene C. Hoffman N/A Comp Only Roofing $3,500.00 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 56 Date Permit No. Work Owner Architec t Contractor Valuation 30 yr composite over sheathing. Building C (134 E. Wheeler Avenue): Date Permit No. Work Owner Architect Contractor Valuation September 29, 1954 19729 Construct new one- room, one- story auto repair shop, 30’x60’ concrete block building on 50’x160’ lot, in center of lot. Marvin L. Dickson, 827 Miltonwood Ave, Duarte Richard W. Ware Structural Engineering W.T. Robbins, 488 W. Atlantic St, Altadena $9,000.00 November 11, 1954 28852 Plumbing permit. Marvin L. Dickson N/A Ivan R. Acker N/A February 15, 1955 29149 Heating permit. Marvin L. Dickson N/A Ivan R. Acker N/A October 18, 1955 8616 Sewer permit. Marvin Dickson N/A B.A. Gorham N/A December 13, 1955 3052 (partially illegible) Grease Trap Arcadia Motor Service N/A Don’s Plumbing N/A June 20, 1957 489 (partially illegible) Curb. Arcadia Motor Service N/A Owner N/A June 24, 1957 9558 Wiring permit. Arcadia Motor Service N/A J.E. Talbot N/A June 30, 1958 1090 (partially illegible) Motor and electrical service eq. Arcadia Motor Service N/A J.E. Talbott N/A July 2, 1958 16824 Electrical permit. Marvin L. Dickson N/a Talbott Electric N/A November 25, 1958 24382 Metal post signs. Arcadia Motor Service N/A Wareham Signs. N/A April 9, 1962 03166 Sign permit for ground sign, 3’x6’ Arcadia Motor Service, 134 Wheeler Ave N/A Wareham Signs $120.00 October 18, 1966 22443 Sign permit, single-face wall sign, 3’x6’. Marvin L. Dickson, 134 Wheeler Ave N/A Neo Lite Signs Co. $200.00 October 18, 1966 22444 Sign permit, single-face wall sign, 5’x6’. Marvin L. Dickson, 134 Wheeler Ave. N/A Neo-lite Sign Co. $300.00 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 57 Date Permit No. Work Owner Architect Contractor Valuation October 18, 1966 22445 Sign permit, single-face wall sign, 2’x15’. Marvin L. Dickson, 134 Wheeler Ave. N/A Neo-Lite Sign C. $300.00 May 17, 1967 24250 Electric permit for 4 outlets and 3 motors. Arcadia Motor Service, 134 Wheeler Ave. N/A Randall R. Atkins Elect. N/A February 24, 1969 30522 Construct new building for restroom. Dickson, 134 Wheeler Ave. N/A Gordon N. Johnson $1,500.00 March 13, 1969 30696 Plumbing permit for 1 water closet, 1 lavatory, and 1 water heater and/or vent. Arcadia Motor Service N/A Cliff’s Plumbing N/A May 26, 1969 31520 Electric permit for 1 fan. Dickson N/A R.P. Zimmerman N/A November 18, 1969 33289 Plumbing permit for 1 gas system. Marvin Dickson, 134 Wheeler Ave. N/A Frank E. D. N/A May 19, 1990 A9002085 Re-roof. Marvin Dickson N/A Safeway Roofing Co. $3,826 April 5, 1995 A9500857 2 new warehouses, 3103 square feet. Wine of the Month Club Robert H. Daggett N/A $75,481 December 7, 1999 B00-004- 457 Re-roof commercial building (50 sqs) built- up. Paul Kalemkirian, 134 Wheeler Ave N/A All American Roofing $6,500.00 March 5, 2012 B00-039- 544 Re-roof auto shop with built-up roofing system over existing sheathing. Paul and Sandra Kalemkirian. N/a Royal Roofing & Construction Co. $3,583.12 Building D (117 E. Huntington Drive): Date Permit No. Work Owner Architect Contractor Valuation April 1, 1946 8707 Construct new bank building. Bank of America Not given Not given $65,000.00 August 20, 1947 14960 Plumbing permit. Bank of America N/A Wilshire District Plumber N/A 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 58 Date Permit No. Work Owner Architect Contractor Valuation August 25, 1947 14978 Septic and cesspool permit. Bank of America N/A Nottingham N/A September 15, 1947 13201 Electrical wiring permit. Bank of America N/A KB Electric Co. N/A March 17, 1948 16960 Neon sign Bank of America N/A Corp Sign Co. N/A March 25, 1948 14578 Fixtures permit. Bank of America N/A KB Electric Co. N/A March 28, 1949 19248 Grease Trap Bank of America N/A Geddes N/A April 21, 1953 17974 Sign permit Bank of America N/A Electrical Products Corp N/A May 28, 1953 18107 Sign permit Bank of America N/A Electrical Products Corp N/A August 18, 1953 7160 Sewer permit. Bank of America N/A M. Kordick N/A September 30, 1958 12193 Addition to building. Bank of America N/A Continental Service Co. N/A April 9, 1959 2481 (partially illegible) Install 3 metal signs. Bank of America N/A Continental Service Co. N/A April 14, 1959 24856 Metal sign on parapet wall. Bank of America N/A Continental Service Co. N/A November 16, 1966 22752 Sign permit for single- face wall sign, 28 square feet. Bank of America N/A Federal Sign and Signal $300.00 November 16, 1966 22753 Sign permit for single- face wall sign, 28 square feet. Bank of America N/A Federal Sign and Signal $300.00 April 7, 1992 A9201087 Tenant improvement, Western Medical. Dunaians N/A Ritchie Construction, David $15,000.00 April 30, 1992 A9201396 Exterior remodel, awnings, change windows. Dunaians N/A Ritchie Construction, David $15,000.00 September 28, 1995 A9502789 A/C changeout (rooftop condenser) Western Medical Supply Inc. N/A Exact Air Systems N/A October 3, 1995 A9502844 Wiring for A/C changeout at rooftop. Western Medical Supply Inc. N/A Exact Air Systems N/A 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 59 Date Permit No. Work Owner Architect Contractor Valuation August 5, 1997 A9702137 Parking lot restriping and landscaping. Serge Grakasian, Western Medical Supply, 117 E Huntington Dr. N/A N/A $24,000.00 May 4, 2005 B00-021- 879 Reroof with a 4-ply hot mop roof over existing sheathing. George and Flora Dunaians, 117 E Huntington Dr. N/A Owner $19,305.00 January 4, 2018 B00-058- 716 LED illuminated sign for Moregain Western Medical Supply Inc. N/A Special Signs $1,500.00 Building E (129 E. Huntington Drive): Date Permit No. Work Owner Architect Contractor Valuation February 4, 1948 10774 Building permit for new store building. E. Lawrence N/A N/A $20,000.00 December 13, 1950 14795 Remodel store. E. Lawrence N/A C.P. Cassady $2,365.00 June 8, 1966 21093 Alteration permit for removal of non-bearing partitions for store. Western Commercial Corp, San Marino N/A Owner $200.00 June 14, 1966 21171 Sign permit for wall sign, single-face, 8’x5’. Arcadia TV N/A Kunz Sign Co. $360.00 September 28, 1966 22266 Sign permit for wall sign, single-face, 2’x14’. Arcadia TV N/A El Monte Sign Co. $100.00 September 28, 1966 22267 Sign permit for wall sign, 2 ½’x6’. Arcadia TV N/A El Monte Sign Co. $50.00 June 27, 1986 1CL7204 Re-roof. George Dunaians, 117 E Huntington Dr. N/A Joseph Scinto Services $5,000.00 August 11, 1988 A8801468 Remodel existing building George Dunaians, Valley Coast Development, Glendale N/A Valley Coast Development $80,000.00 122-134 E. Wheeler Avenue and 117-129 E. Huntington Drive, Arcadia, California Page 60 Date Permit No. Work Owner Architect Contractor Valuation August 17, 1988 A8801558 Mechanical for A/C. George Dunaians N/A Exact Air Systems N/A August 23, 1988 A8801685 Plumbing for tenant improvement. George Dunaians N/A Peter’s Plumbing Co. N/A September 12, 1988 A8802011 Plumbing supplemental permit. George Dunaians N/A Peter’s Plumbing Co. N/A September 14, 1988 A8802106 Electrical work for remodel. George Dunaians, Valley Coast Development, Glendale N/A Century Electric Contractors N/A September 27, 1988 A8802332 Sewer permit for street cut/alley. George Dunaians, Valley Coast Development, Glendale N/A Valley Coast Development N/A October 18, 1988 A8802721 15 L.F. 6’ wall and 25 L.F. 2’ wall. George Dunaians N/A Valley Coast Development $420.00 October 28, 1988 A8802927 P/C 88-626. George Dunaians N/A Valley Coast Development $5,000.00 November 9, 1988 A8803171 Tenant improvement. George Dunaians N/A Valley Coast Development $5,000.00 January 10, 1989 A8900075 Wiring for tenant improvement George Dunaians N/A Ron Mogab Electrical N/A February 13, 1989 A8900638 Water heater George Dunaians N/A Red Lilly Plumbing N/A March 3, 1989 A8900953 Chane of contractor George Dunaians N/A David Ritchie Construction N/A May 5, 1989 A8902125 Sidewalk cut for gas line George Dunaians N/A Ritchie Construction N/A September 6, 1990 A9003924 Fire alarm system Not given N/A Post Alarm $1,200.00 May 4, 2005 B00-021- 880 Reroof with 4-ply hot mop over existing sheathing (approx. 45 sqs). 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+LVWRULF3KRWR6XEMHFWSURSHUWLHVLQGLFDWHGE\OHWWHUVYLHZQRUWKHDVWWDNHQSULRUWRFRQ VWUXFWLRQRI%XLOGLQJV$DQG&6RXUFH8&/$$LU3KRWR$UFKLYH $ % & ' ( $ % & ' ( $WWDFKPHQW+LVWRULF3KRWRJUDSKV :KHHOHU$YHQXHDQG(+XQWLQJWRQ'ULYH$UFDGLD&DOLIRUQLD +LVWRULF3KRWR6XEMHFWSURSHUWLHVLQGLFDWHGE\OHWWHUVYLHZQRUWKHDVW6RXUFH8&/$$LU 3KRWR$UFKLYH $%& '( APPENDIX C ENERGY CALCULATIONS Sumarry of Energy Consumption Vehicle Fuels Construction Phase (gallons/construction period)Gasoline Diesel Construction Vehicles 0 42,170 Worker Trips 56,982 80 Vendor Trips 8,343 107 Haul Trucks 266 23,502 Total 65,592 65,858 Operations Phase (gallons/year) Gasoline Diesel Natural Gas (kBTU/yr) Electricity (kWh/yr) Apartments 91,797 3,156 1,862,070 562,696 Strip Mall 18,781 4,100 18,286 970,925 All Land Uses 110,579 7,256 1,880,356 1,533,621 Gallons of Gasoline and Diesel Year 2022 Vehicle Types MPG by Fuel Type Population by Fuel Type GAS DSL ELEC GAS DSL ELEC Total LDA 29.3 39.2 6,198,636 64,644 243,245 6,263,280 LDT1 24.6 27.7 520,172 589 358 520,762 LDT2 22.1 29.7 2,226,122 4,193 2,230,316 LHDT1 11.0 20.7 107,267 94,158 201,425 LHDT2 10.3 19.0 23,469 40,689 64,158 MCY 35.1 300,069 300,069 MDV 16.2 23.0 1,431,409 25,953 1,457,362 MH 7.4 10.3 35,133 9,390 44,523 MHDT 7.1 8.8 19,165 137,999 157,165 HHDT 4.8 5.9 818 89,347 90,166 OBUS 7.2 7.4 8,680 5,632 14,312 SBUS 11.4 7.3 2,435 5,181 7,616 UBUS 5.0 4.9 2,394 4,228 6,622 Trips/Day Trips/day Trips/day Trips/day Land Use Weekday Saturday Sunday Apartments 680 653 600 Strip Mall 278 264 128 Parking Total 958 917 728 Fleet Mix Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Total Apartments 0.575755118 0.047367756 0.214936946 0.126797585 0.01658256 0.006527671 0 0 0.002649628 0.002318819 0.00541725 0.000723775 0.000922892 100.0% Strip Mall 0.546501 0.044961 0.204016 0.120355 0.01574 0.006196 0.020131 0.030678 0.002515 0.002201 0.005142 0.000687 0.000876 100.0% 0.0% 0.0% 0.0% Vehicle Trips Weekday Weekday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Annual VMT Apartments 392 32 146 86 11 4 0 0 2 2 4 0 1 680 6,237.43 1,621,731 Strip Mall 152 12 57 33 4 2 6 9 1 1 1 0 0 278 1,330.37 345,896 Parking 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 Total 543 45 203 120 16 6 6 9 3 2 5 1 1 958 1,967,627 Saturday Saturday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Annual VMT Apartments 376 31 140 83 11 4 0 0 2 2 4 0 1 653 6,237 324,346 Strip Mall 144 12 54 32 4 2 5 8 1 1 1 0 0 264 1,330 69,179 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 Total 520 43 194 115 15 6 5 8 2 2 5 1 1 917 393,525 Sunday Sunday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Annual VMT Apartments 345 28 129 76 10 4 0 0 2 1 3 0 1 600 6,237 324,346 Strip Mall 70 6 26 15 2 1 3 4 0 0 1 0 0 128 1,330 69,179 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 Total 415 34 155 91 12 5 3 4 2 2 4 1 1 728 393,525 Gallons of Fuel Gasoline LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments 44,159 4,366 22,017 17,405 1,823 527 0 0 505 377 350 46 223 91,797 Strip Mall 8,940 884 4,457 3,524 369 107 169 28 102 76 71 9 45 18,781 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53,099 5,250 26,475 20,928 2,193 634 169 28 607 453 421 55 268 110,579 Total Gallons Gasoline Diesel LDA LDT1 LDT2 MDV OBUS LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments 345 4 31 223 849 493 0 0 322 692 0 154 43 3,156 Strip Mall 70 1 6 45 172 100 976 2,485 65 140 0 31 9 4,100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 414 5 37 268 1,021 593 976 2,485 387 832 0 185 52 7,256 Total Gallons Diesel 117,835 Total Gallons of Diesel and Gasoline 23 Average MPG Utilities NaturalGas Use Electricity Use Land Use kBTU/yr kWh/yr Apartments 1,862,070 562,696 Strip Mall 18,286 150,525 Parking 820,400 Total 1,880,356 1,533,621 EMFAC2014 (v1.0.7) Emissions Inventory Region Type: Air Basin Region: South Coast Calendar Year: 2019, 2022 Season: Annual Vehicle Classification: EMFAC2007 Categories Units: miles/day for VMT, trips/day for Trips, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Region CalYr VehClass MdlYr Speed Fuel Population VMT Trips Fuel_ConsumptionFuel_Consumption (mpg) South Coast 2019 HHDT AggregatedAggregatedGAS 760.1068149 97093.24411 15208.21715 20.93908 4.6 South Coast 2019 HHDT AggregatedAggregatedDSL 82923.99003 11260491.75 0 1970.735 5.7 South Coast 2019 LDA AggregatedAggregatedGAS 5980840.202 208813623 37720472.98 7773.186 26.9 South Coast 2019 LDA AggregatedAggregatedDSL 52672.89405 1989324.277 326978.0645 55.20089 36.0 South Coast 2019 LDA AggregatedAggregatedELEC 94014.36646 4447285.892 612658.2477 0 #DIV/0! South Coast 2019 LDT1 AggregatedAggregatedGAS 511602.2596 17332147.22 3105638.035 765.2238 22.6 South Coast 2019 LDT1 AggregatedAggregatedDSL 663.5524116 17789.40286 3429.3973 0.684673 26.0 South Coast 2019 LDT1 AggregatedAggregatedELEC 408.7296559 12775.93149 2471.379468 0 #DIV/0! South Coast 2019 LDT2 AggregatedAggregatedGAS 2084013.156 78122888.55 13175061.38 3885.932 20.1 South Coast 2019 LDT2 AggregatedAggregatedDSL 3286.082304 137297.708 21206.99925 4.962145 27.7 South Coast 2019 LHDT1 AggregatedAggregatedGAS 125322.1636 3677883.76 1867113.507 338.1223 10.9 South Coast 2019 LHDT1 AggregatedAggregatedDSL 87814.66959 3185947.117 1104598.073 157.9334 20.2 South Coast 2019 LHDT2 AggregatedAggregatedGAS 24738.91967 860280.2339 368573.0421 85.18335 10.1 South Coast 2019 LHDT2 AggregatedAggregatedDSL 36213.94114 1443309.659 455525.8224 78.17042 18.5 South Coast 2019 MCY AggregatedAggregatedGAS 272368.9084 1832494.707 544683.343 51.99806 35.2 South Coast 2019 MDV AggregatedAggregatedGAS 1430730.588 47981753.87 8907055.986 3207.346 15.0 South Coast 2019 MDV AggregatedAggregatedDSL 19777.72781 796290.6324 127083.6955 37.31627 21.3 South Coast 2019 MH AggregatedAggregatedGAS 37614.74032 306253.881 3762.978621 41.69436 7.3 South Coast 2019 MH AggregatedAggregatedDSL 9461.666118 81403.44168 946.1666118 7.980653 10.2 South Coast 2019 MHDT AggregatedAggregatedGAS 19037.42033 937806.8442 380900.706 135.2491 6.9 South Coast 2019 MHDT AggregatedAggregatedDSL 126666.8857 6973371.058 0 802.1786 8.7 South Coast 2019 OBUS AggregatedAggregatedGAS 7989.769365 370502.5846 159859.3054 51.98432 7.1 South Coast 2019 OBUS AggregatedAggregatedDSL 4914.333955 409995.1496 0 56.87007 7.2 South Coast 2019 SBUS AggregatedAggregatedGAS 2082.560611 79169.09813 8330.242442 7.006711 11.3 South Coast 2019 SBUS AggregatedAggregatedDSL 5135.229702 196273.7834 0 27.25578 7.2 South Coast 2019 UBUS AggregatedAggregatedGAS 2195.840662 251022.3672 8783.362647 50.53798 5.0 South Coast 2019 UBUS AggregatedAggregatedDSL 4691.488612 539067.0204 18765.95445 114.0498 4.7 South Coast 2022 HHDT AggregatedAggregatedGAS 818.3313357 105139.952 16373.17337 21.95421 4.8 South Coast 2022 HHDT AggregatedAggregatedDSL 89347.2542 12531199.33 0 2115.02 5.9 South Coast 2022 LDA AggregatedAggregatedGAS 6198635.709 210082776 39140196.31 7170.792 29.3 South Coast 2022 LDA AggregatedAggregatedDSL 64644.3521 2310515.406 404376.9529 58.99788 39.2 South Coast 2022 LDA AggregatedAggregatedELEC 243244.9751 10839664.62 1584419.393 0 #DIV/0! South Coast 2022 LDT1 AggregatedAggregatedGAS 520172.1615 17386156.48 3165767.053 706.6133 24.6 South Coast 2022 LDT1 AggregatedAggregatedDSL 589.465563 15684.35462 3055.683534 0.566945 27.7 South Coast 2022 LDT1 AggregatedAggregatedELEC 357.7179409 11058.70883 2158.703803 0 #DIV/0! South Coast 2022 LDT2 AggregatedAggregatedGAS 2226122.419 81467313.07 14105964.89 3682.562 22.1 South Coast 2022 LDT2 AggregatedAggregatedDSL 4193.430482 162483.9646 26960.79289 5.464765 29.7 South Coast 2022 LHDT1 AggregatedAggregatedGAS 107267.4324 3016394.458 1598124.914 274.3141 11.0 South Coast 2022 LHDT1 AggregatedAggregatedDSL 94157.74793 3293035.765 1184386.019 158.8217 20.7 South Coast 2022 LHDT2 AggregatedAggregatedGAS 23468.85273 806956.9875 349650.9371 78.42767 10.3 South Coast 2022 LHDT2 AggregatedAggregatedDSL 40688.95196 1563752.721 511815.829 82.08999 19.0 South Coast 2022 MCY AggregatedAggregatedGAS 300069.2215 1941791.824 600078.4291 55.32272 35.1 South Coast 2022 MDV AggregatedAggregatedGAS 1431409.057 46946642.97 8907954.612 2889.703 16.2 South Coast 2022 MDV AggregatedAggregatedDSL 25952.80437 970815.1229 166287.2534 42.24466 23.0 South Coast 2022 MH AggregatedAggregatedGAS 35132.99276 283930.5698 3514.704596 38.20807 7.4 South Coast 2022 MH AggregatedAggregatedDSL 9389.874263 78306.81794 938.9874263 7.620241 10.3 South Coast 2022 MHDT AggregatedAggregatedGAS 19165.48337 929184.3981 383462.9913 131.7759 7.1 South Coast 2022 MHDT AggregatedAggregatedDSL 137999.376 7718333.014 0 880.24 8.8 South Coast 2022 OBUS AggregatedAggregatedGAS 8679.725701 386610.995 173663.9518 53.46945 7.2 South Coast 2022 OBUS AggregatedAggregatedDSL 5631.815531 457400.8432 0 62.20985 7.4 South Coast 2022 SBUS AggregatedAggregatedGAS 2434.801008 89728.64057 9739.204031 7.864074 11.4 South Coast 2022 SBUS AggregatedAggregatedDSL 5180.713347 196636.7399 0 27.10686 7.3 South Coast 2022 UBUS AggregatedAggregatedGAS 2394.255527 264883.9445 9577.022106 52.45976 5.0 South Coast 2022 UBUS AggregatedAggregatedDSL 4228.084855 470111.1764 16912.33942 96.81029 4.9 Construction Fuel Use Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Horsepower Category Load Factor Num Days Year Fuel Consumption Rate (gal/hour) Total Fuel Consumption (gal/construction period) Demolition Concrete/Industrial Saws 1 8 81 100 0.73 43 2020 4.7 1,184 Demolition Rubber Tired Dozers 1 8 247 300 0.4 43 2020 4.5 614 Demolition Tractors/Loaders/Backhoes 3 8 97 100 0.37 43 2020 1.6 606 Grading Graders 1 6 187 175 0.41 175 2020 3.1 1,355 Grading Rubber Tired Dozers 1 6 247 300 0.4 175 2020 4.5 1,875 Grading Tractors/Loaders/Backhoes 1 7 97 100 0.37 175 2020 1.6 720 Building Construction Cranes 1 6 231 300 0.29 500 2020 3.3 2,881 Building Construction Forklifts 1 6 89 100 0.2 500 2020 2.0 1,201 Building Construction Generator Sets 1 8 84 100 0.74 500 2020 5.2 15,420 Building Construction Tractors/Loaders/Backhoes 1 6 97 100 0.37 500 2020 1.6 1,763 Building Construction Welders 3 8 46 50 0.45 500 2020 2.4 13,025 Paving Cement and Mortar Mixers 1 6 9 25 0.56 65 2020 0.4 85 Paving Pavers 1 6 130 100 0.42 65 2020 1.7 284 Paving Paving Equipment 1 8 132 100 0.36 65 2020 1.6 306 Paving Rollers 1 7 80 100 0.38 65 2020 1.7 293 Paving Tractors/Loaders/Backhoes 1 8 97 100 0.37 65 2020 1.6 306 Architectural Coating Air Compressors 1 6 78 100 0.48 66 2020 1.3 252 Total 42,170 Construction Trips Input Gasoline Consumption Diesel Consumption Phase Name Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vendor Haul Worker Vendor Haul Demolition 13 0 680 14.7 6.9 20 Grading 8 0 6346 14.7 6.9 20 Building Construction 162 40 0 14.7 6.9 20 Paving 13 0 0 14.7 6.9 20 Architectural Coating 32 0 0 14.7 6.9 20 Adjusted Demolition 559 0 680 14.7 6.9 20 371 0 26 1 0 2,275 Grading 1400 0 6346 14.7 6.9 20 929 0 241 1 0 21,227 Building Construction 81000 20000 0 14.7 6.9 20 53,722 8,343 0 75 107 0 Paving 845 0 0 14.7 6.9 20 560 0 0 1 0 0 Architectural Coating 2112 0 0 14.7 6.9 20 1,401 0 0 2 0 0 Total 56,982 8,343 266 80 107 23,502 APPENDIX D GEOTECHNICAL REPORT GEOTECHNICAL INVESTIGATION PROPOSED MIXED-USE DEVELOPMENT 117 AND 129 EAST HUNTINGTON DRIVE 124, 126, AND 134 WHEELER AVENUE ARCADIA, CALIFORNIA PREPARED FOR NEW WORLD INTERNATIONAL, LLC DIAMOND BAR, CALIFORNIA PROJECT NO. A9805-06-01 AUGUST 2, 2018 Project No. A9805-06-01 August 2, 2018 New World International, LLC 23341 Golden Springs, Suite 200 Diamond Bar, California 91765 Attention: Mr. Andy Zhang Subject: GEOTECHNICAL INVESTIGATION PROPOSED MIXED-USE DEVELOPMENT 117 AND 129 EAST HUNTINGTON DRIVE 124, 126, AND 134 WHEELER AVENUE ARCADIA, CALIFORNIA Dear Mr. Zhang: In accordance with your authorization of our proposal dated April 30, 2018, we have performed a geotechnical investigation for the proposed mixed-use development located at 117 and 129 East Huntington Drive and 124, 126, and 134 Wheeler Avenue in the City of Arcadia, California. The accompanying report presents the findings of our study, and our conclusions and recommendations pertaining to the geotechnical aspects of proposed design and construction. Based on the results of our investigation, it is our opinion that the site can be developed as proposed, provided the recommendations of this report are followed and implemented during design and construction. If you have any questions regarding this report, or if we may be of further service, please contact the undersigned. Very truly yours, GEOCON WEST, INC. Renee S. Morales PE 82772 Neal D. Berliner GE 2576 Susan F. Kirkgard CEG 1754 (Email) Addressee TABLE OF CONTENTS 1. PURPOSE AND SCOPE ................................................................................................................. 1 2. SITE AND PROJECT DESCRIPTION ........................................................................................... 1 3. GEOLOGIC SETTING .................................................................................................................... 2 4. SOIL AND GEOLOGIC CONDITIONS ......................................................................................... 2 4.1 Artificial Fill .......................................................................................................................... 3 4.2 Alluvium ................................................................................................................................ 3 5. GROUNDWATER ........................................................................................................................... 3 6. GEOLOGIC HAZARDS .................................................................................................................. 4 6.1 Surface Fault Rupture ............................................................................................................ 4 6.2 Seismicity ............................................................................................................................... 5 6.3 Seismic Design Criteria ......................................................................................................... 5 6.4 Liquefaction Potential ............................................................................................................ 7 6.5 Slope Stability ........................................................................................................................ 8 6.6 Earthquake-Induced Flooding ................................................................................................ 8 6.7 Tsunamis, Seiches, and Flooding ........................................................................................... 9 6.8 Oil Fields & Methane Potential ............................................................................................. 9 6.9 Subsidence ............................................................................................................................. 9 7. CONCLUSIONS AND RECOMMENDATIONS ......................................................................... 10 7.1 General ................................................................................................................................. 10 7.2 Soil and Excavation Characteristics ..................................................................................... 11 7.3 Minimum Resistivity, pH, and Water-Soluble Sulfate ........................................................ 12 7.4 Grading ................................................................................................................................ 12 7.5 Foundation Design ............................................................................................................... 15 7.6 Foundation Settlement ......................................................................................................... 16 7.7 Miscellaneous Foundations .................................................................................................. 16 7.8 Lateral Design ...................................................................................................................... 17 7.9 Concrete Slabs-on-Grade ..................................................................................................... 17 7.10 Preliminary Pavement Recommendations ........................................................................... 19 7.11 Retaining Walls Design ....................................................................................................... 21 7.12 Dynamic (Seismic) Lateral Forces ....................................................................................... 22 7.13 Retaining Wall Drainage ...................................................................................................... 22 7.14 Elevator Pit Design .............................................................................................................. 23 7.15 Elevator Piston ..................................................................................................................... 23 7.16 Temporary Excavations ....................................................................................................... 24 7.17 Shoring – Soldier Pile Design and Installation .................................................................... 25 7.18 Tie-Back Anchors ................................................................................................................ 29 7.19 Anchor Installation............................................................................................................... 29 7.20 Anchor Testing .................................................................................................................... 30 7.21 Internal Bracing ................................................................................................................... 30 7.22 Surcharge from Adjacent Structures and Improvements ..................................................... 31 7.23 Stormwater Infiltration ......................................................................................................... 32 7.24 Surface Drainage .................................................................................................................. 33 7.25 Plan Review ......................................................................................................................... 34 LIMITATIONS AND UNIFORMITY OF CONDITIONS LIST OF REFERENCES TABLE OF CONTENTS (Continued) MAPS, TABLES, AND ILLUSTRATIONS Figure 1, Vicinity Map Figure 2, Site Plan Figure 3, Regional Fault Map Figure 4, Regional Seismicity Map Figure 5, Retaining Wall Pressure Calculation Figures 6 and 7, Retaining Wall Drainage Figure 8, Shoring Pressure Calculation Figure 9, Percolation Test Results Figures 10 and 11, Dry Seismic Settlement Analysis APPENDIX A FIELD INVESTIGATION Figures A1 through A6, Boring Logs APPENDIX B LABORATORY TESTING Figure B1, Direct Shear Test Results Figures B2 through B4, Consolidation Test Results Figure B5, Corrosivity Test Results Geocon Project No. A9805-06-01 - 1 - August 2, 2018 GEOTECHNICAL INVESTIGATION 1. PURPOSE AND SCOPE This report presents the results of a geotechnical investigation for the proposed multi-family residential development located at 117 and 129 East Huntington Drive, and 124, 126, and 134 Wheeler Avenue in the City of Arcadia, California (see Vicinity Map, Figure 1). The purpose of the investigation was to evaluate subsurface soil and geologic conditions underlying the site and, based on conditions encountered, to provide conclusions and recommendations pertaining to the geotechnical aspects of design and construction. The scope of this investigation included a site reconnaissance, field exploration, laboratory testing, engineering analysis, and the preparation of this report. The site was explored on July 3, 2018, by excavating six 8-inch diameter borings to depths ranging from approximately 25½ to 50½ feet below the existing ground surface utilizing a truck-mounted hollow-stem auger drilling machine. The approximate locations of the exploratory borings are depicted on the Site Plan (see Figure 2). A detailed discussion of the field investigation, including boring logs, is presented in Appendix A. Laboratory tests were performed on selected soil samples obtained during the investigation to determine pertinent physical and chemical soil properties. Appendix B presents a summary of the laboratory test results. The recommendations presented herein are based on analysis of the data obtained during the investigation and our experience with similar soil and geologic conditions. References reviewed to prepare this report are provided in the List of References section. If project details vary significantly from those described above, Geocon should be contacted to determine the necessity for review and possible revision of this report. 2. SITE AND PROJECT DESCRIPTION The subject site is located at 117 and 129 East Huntington Drive and 124, 126, and 134 Wheeler Avenue in the City of Arcadia, California. The site consists of an irregularly shaped parcel and is currently occupied by existing commercial buildings surrounded by asphalt parking and drive aisles. The site is bounded by Wheeler Avenue to the north, by Huntington Drive to the south, by Indiana Street to the east, and by commercial structures to the west. The site is relatively level, with no pronounced highs or lows. The topography at the site and in the general site vicinity slopes downward toward the south-southeast. Surface water drainage at the site appears to be by sheet flow along the existing ground contours to the city streets. Vegetation consists of some isolated trees and sparse grass and shrubbery in isolated planter areas. Geocon Project No. A9805-06-01 - 2 - August 2, 2018 Based on the information provided by the Client, it is our understanding that the proposed development will consist of a new five-story mixed-use structure over one level of subterranean parking. The footprint of the proposed structure is shown on Figure 2 (Site Plan). Due to preliminary nature of the design at this time, wall and column loads were not available. It is anticipated that column loads for the proposed residential structures will be up to 600 kips, and wall loads will be up to 6 kips per linear foot. Once the design phase and foundation loading configuration proceeds to a more finalized plan, the recommendations within this report should be reviewed and revised, if necessary. Any changes in the design, location or elevation of any structure, as outlined in this report, should be reviewed by this office. Geocon should be contacted to determine the necessity for review and possible revision of this report. 3. GEOLOGIC SETTING The site is located in the north-central San Gabriel Valley, approximately 1.0 mile south of the southern flank of the San Gabriel Mountains. The San Gabriel Valley is an alluvial-filled valley bounded by the Sierra Madre Fault Zone and San Gabriel Mountains on the north, by the Puente Hills on the south, by the Covina and Indian Hills on the east, and by the Raymond Basin on the west. The alluvial deposits are derived from erosion of the San Gabriel Mountains to the north and subsequent deposition by the San Gabriel River, Santa Anita Wash, and other local drainages. The alluvium is estimated to be approximately 200 feet thick at the base of the mountains, extending to hundreds of feet thick in the central portion of the valley. Regionally, the site is located within the northern portion of the Peninsular Ranges geomorphic province. This geomorphic province is characterized by northwest-trending physiographic and geologic features such as the Whittier Fault located approximately 9.9 miles to the south. The active Raymond Fault, located approximately 0.6 mile to the northwest of the site, forms the boundary between the Peninsular Ranges Geomorphic Province and the Transverse Ranges Geomorphic Province to the north. 4. SOIL AND GEOLOGIC CONDITIONS Based on our field investigation and published geologic maps of the area, the site is underlain by artificial fill and Holocene age young alluvial fan deposits consisting of varying amounts of sand, silt, clay and gravel (California Geological Survey [CGS], 2010). Detailed stratigraphic profiles are provided on the boring logs in Appendix A. Geocon Project No. A9805-06-01 - 3 - August 2, 2018 4.1 Artificial Fill Artificial fill was encountered in the exploratory borings to a maximum depth of 4 feet below existing ground surface. The artificial fill generally consists of light brown to brown silty sand. The fill is characterized as moist and medium dense. The fill is likely the result of past grading or construction activities at the site. Deeper fill may exist between excavations and in other portions of the site that were not directly explored. 4.2 Alluvium Holocene age young alluvial deposits were encountered beneath the artificial fill and consist primarily of light gray to gray and light brown to brown interbedded silty sand and well-graded sand with varying amounts of fine to coarse gravel. Locally, in boring B-4, clayey sand was encountered between depths of 15½ and 18 feet beneath the existing ground surface. The soil is characterized as moist and loose to very dense. 5. GROUNDWATER Review of the Seismic Hazard Evaluation Report for the Mount Wilson Quadrangle (California Division of Mines and Geology [CDMG], 1998) indicates that the historically highest groundwater level in the immediate area is approximately 150 feet beneath the ground surface. Groundwater information presented in this document is generated from data collected in the early 1900’s to the late 1990s. Based on current groundwater basin management practices, it is unlikely that groundwater levels will ever exceed the historic high levels. Considering the historic high groundwater level (CDMG, 1998), the lack of groundwater encountered in our borings, and the depth of the proposed construction, it is unlikely that groundwater will be encountered during construction. However, it is not uncommon for groundwater levels to vary seasonally or for groundwater seepage conditions to develop where none previously existed, especially in impermeable fine-grained soils which are heavily irrigated or after seasonal rainfall. In addition, recent requirements for stormwater infiltration could result in shallower seepage conditions in the immediate site vicinity. Proper surface drainage of irrigation and precipitation will be critical for future performance of the project. Recommendations for drainage are provided in the Surface Drainage section of this report (see Section 7.24). Geocon Project No. A9805-06-01 - 4 - August 2, 2018 6. GEOLOGIC HAZARDS 6.1 Surface Fault Rupture The numerous faults in Southern California include active, potentially active, and inactive faults. The criteria for these major groups are based on criteria developed by the California Geological Survey (CGS, formerly known as CDMG) for the Alquist-Priolo Earthquake Fault Zone Program (CGS, 2018a). By definition, an active fault is one that has had surface displacement within Holocene time (about the last 11,700 years). A potentially active fault has demonstrated surface displacement during Quaternary time (approximately the last 1.6 million years), but has had no known Holocene movement. Faults that have not moved in the last 1.6 million years are considered inactive. The site is not within a state-designated Alquist-Priolo Earthquake Fault Zone (CGS, 2018b; CGS, 2017) or a city-designated Fault Hazard Management Zone (City of Arcadia, 2010) for surface fault rupture hazards. No active or potentially active faults with the potential for surface fault rupture are known to pass directly beneath the site. Therefore, the potential for surface rupture due to faulting occurring beneath the site during the design life of the proposed development is considered low. However, the site is located in the seismically active Southern California region, and could be subjected to moderate to strong ground shaking in the event of an earthquake on one of the many active Southern California faults. The faults in the vicinity of the site are shown in Figure 3, Regional Fault Map. The closest active fault to the site is the Raymond Fault located approximately 0.6 mile to the northwest (CGS, 2017). Other nearby active faults are the Duarte Fault, the Sierra Madre Fault, the Clamshell-Sawpit Fault, the Whittier Fault, the Verdugo Fault, and the Cucamonga Fault located approximately 1.9 miles northeast, 2.0 miles north, 2.3 miles north, 9.9 miles south, 11.0 miles west, and 20 miles east of the site, respectively. (Ziony and Jones, 1989). The active San Andreas Fault Zone is located approximately 23 miles northeast of the site. Several buried thrust faults, commonly referred to as blind thrusts, underlie the Los Angeles Basin and the San Gabriel Valley at depth. These faults are not exposed at the ground surface and are typically identified at depths greater than 3.0 kilometers. The October 1, 1987 Mw 5.9 Whittier Narrows earthquake and the January 17, 1994 Mw 6.7 Northridge earthquake were a result of movement on the Puente Hills Blind Thrust and the Northridge Thrust, respectively. These thrust faults and others in the greater Los Angeles area are not exposed at the surface and do not present a potential surface fault rupture hazard at the site; however, these deep thrust faults are considered active features capable of generating future earthquakes that could result in moderate to significant ground shaking at the site. Geocon Project No. A9805-06-01 - 5 - August 2, 2018 6.2 Seismicity As with all of Southern California, the site has experienced historic earthquakes from various regional faults. The seismicity of the region surrounding the site was formulated based on research of an electronic database of earthquake data. The epicenters of recorded earthquakes with magnitudes equal to or greater than 5.0 in the site vicinity are depicted on Figure 4, Regional Seismicity Map. A partial list of moderate to major magnitude earthquakes that have occurred in the Southern California area within the last 100 years is included in the following table. LIST OF HISTORIC EARTHQUAKES Earthquake (Oldest to Youngest) Date of Earthquake Magnitude Distance to Epicenter (Miles) Direction to Epicenter San Jacinto-Hemet area April 21, 1918 6.8 65 ESE Near Redlands July 23, 1923 6.3 45 ESE Long Beach March 10, 1933 6.4 36 S Tehachapi July 21, 1952 7.5 82 NW San Fernando February 9, 1971 6.6 28 NW Whittier Narrows October 1, 1987 5.9 6 SW Sierra Madre June 28, 1991 5.8 8 NNE Landers June 28, 1992 7.3 91 E Big Bear June 28, 1992 6.4 69 E Northridge January 17, 1994 6.7 30 W Hector Mine October 16, 1999 7.1 105 ENE The site could be subjected to strong ground shaking in the event of an earthquake. However, this hazard is common in Southern California and the effects of ground shaking can be mitigated if the proposed structures are designed and constructed in conformance with current building codes and engineering practices. 6.3 Seismic Design Criteria The following table summarizes summarizes site-specific design criteria obtained from the 2016 California Building Code (CBC; Based on the 2015 International Building Code [IBC] and ASCE 7-10), Chapter 16 Structural Design, Section 1613 Earthquake Loads. The data was calculated using the computer program U.S. Seismic Design Maps, provided by the USGS. The short spectral response uses a period of 0.2 second. We evaluated the Site Class based on the discussion in Section 1613.3.2 of the 2016 CBC and Table 20.3-1 of ASCE 7-10. The values presented below are for the risk-targeted maximum considered earthquake (MCER). Geocon Project No. A9805-06-01 - 6 - August 2, 2018 2016 CBC SEISMIC DESIGN PARAMETERS Parameter Value 2016 CBC Reference Site Class D Section 1613.3.2 MCER Ground Motion Spectral Response Acceleration – Class B (short), SS 2.485g Figure 1613.3.1(1) MCER Ground Motion Spectral Response Acceleration – Class B (1 sec), S1 0.944g Figure 1613.3.1(2) Site Coefficient, FA 1.0 Table 1613.3.3(1) Site Coefficient, FV 1.5 Table 1613.3.3(2) Site Class Modified MCER Spectral Response Acceleration (short), SMS 2.485g Section 1613.3.3 (Eqn 16-37) Site Class Modified MCER Spectral Response Acceleration – (1 sec), SM1 1.416g Section 1613.3.3 (Eqn 16-38) 5% Damped Design Spectral Response Acceleration (short), SDS 1.657g Section 1613.3.4 (Eqn 16-39) 5% Damped Design Spectral Response Acceleration (1 sec), SD1 0.944g Section 1613.3.4 (Eqn 16-40) The table below presents the mapped maximum considered geometric mean (MCEG) seismic design parameters for projects located in Seismic Design Categories of D through F in accordance with ASCE 7-10. ASCE 7-10 PEAK GROUND ACCELERATION Parameter Value ASCE 7-10 Reference Mapped MCEG Peak Ground Acceleration, PGA 0.951g Figure 22-7 Site Coefficient, FPGA 1.0 Table 11.8-1 Site Class Modified MCEG Peak Ground Acceleration, PGAM 0.951g Section 11.8.3 (Eqn 11.8-1) The Maximum Considered Earthquake Ground Motion (MCE) is the level of ground motion that has a 2 percent chance of exceedance in 50 years, with a statistical return period of 2,475 years. According to the 2016 California Building Code and ASCE 7-10, the MCE is to be utilized for the evaluation of liquefaction, lateral spreading, seismic settlements, and it is our understanding that the intent of the Building code is to maintain “Life Safety” during a MCE event. The Design Earthquake Ground Motion (DE) is the level of ground motion that has a 10 percent chance of exceedance in 50 years, with a statistical return period of 475 years. Geocon Project No. A9805-06-01 - 7 - August 2, 2018 Deaggregation of the MCE peak ground acceleration was performed using the USGS online Unified Hazard Tool, 2008 Conterminous U.S. Dynamic Edition. The result of the deaggregation analysis indicates that the predominant earthquake contributing to the MCE peak ground acceleration is characterized as a 6.68 magnitude event occurring at a hypocentral distance of 5.68 kilometers from the site. Deaggregation was also performed for the Design Earthquake (DE) peak ground acceleration, and the result of the analysis indicates that the predominant earthquake contributing to the DE peak ground acceleration is characterized as a 6.7 magnitude occurring at a hypocentral distance of 9.23 kilometers from the site. Conformance to the criteria in the above tables for seismic design does not constitute any kind of guarantee or assurance that significant structural damage or ground failure will not occur if a large earthquake occurs. The primary goal of seismic design is to protect life, not to avoid all damage, since such design may be economically prohibitive. 6.4 Liquefaction Potential Liquefaction is a phenomenon in which loose, saturated, relatively cohesionless soil deposits lose shear strength during strong ground motions. Primary factors controlling liquefaction include intensity and duration of ground motion, gradation characteristics of the subsurface soils, in-situ stress conditions, and the depth to groundwater. Liquefaction is typified by a loss of shear strength in the liquefied layers due to rapid increases in pore water pressure generated by earthquake accelerations. The current standard of practice, as outlined in the “Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction in California” and “Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California” requires liquefaction analysis to a depth of 50 feet below the lowest portion of the proposed structure. Liquefaction typically occurs in areas where the soils below the water table are composed of poorly consolidated, fine to medium-grained, primarily sandy soil. In addition to the requisite soil conditions, the ground acceleration and duration of the earthquake must also be of a sufficient level to induce liquefaction. The Seismic Hazards Zone Map for the Mount Wilson Quadrangle (CDMG, 1999; CGS, 2017) indicates that the site is not located within a zone of required investigation for liquefaction. In addition, the City of Arcadia General Plan (2010) and the County of Los Angeles Safety Element (Leighton, 1990), indicate that the site is not located within an area designated as having a potential for liquefaction. Groundwater was not encountered in our borings drilled to a maximum depth of 50½ feet beneath the existing ground surface and the historic high groundwater level in the area is reported to be approximately 150 feet beneath the existing ground surface (CDMG, 1998). Based on these considerations, it is our opinion that the potential for liquefaction and associated ground deformations beneath the site is very low. Geocon Project No. A9805-06-01 - 8 - August 2, 2018 6.5 Seismically Induced Settlement Seismically-induced settlement is often caused by loose to medium-dense granular soils densified during ground shaking. Uniform settlement beneath a given structure would cause minimal damage; however, because of variations in distribution, density, and confining conditions of soils, seismically-induced settlement is generally non-uniform and can cause serious structural damage. Dry and partially saturated soils as well as saturated granular soils are subject to seismically-induced settlement. Generally, differential settlements induced by ground failures such as liquefaction, flow slides, and surface ruptures would be much more severe than those caused by densification alone. The seismically-induced settlement calculations were performed in accordance with the American Society of Civil Engineers, Technical Engineering and Design Guides as adapted from the US Army Corps of Engineers, No. 9. The calculations, included herein for boring B1, indicate that the upper 50 feet of site soils would be prone to 0.12 inches of settlement during a Design Earthquake ground motion (see enclosed calculation sheet, Figure 10), and 0.27 inches of settlement during a Maximum Considered Earthquake ground motion (see enclosed calculation sheet, Figure 11). 6.6 Slope Stability The site is relatively level and the topography in the site vicinity slopes downward toward the south-southeast. The City of Arcadia General Plan (2010) and County of Los Angeles Safety Element (Leighton, 1990), indicate that the site is not located in a “hillside area” or an area identified as having a potential for slope stability hazards. Also, the State of California (CDMG, 1999, CGS, 2017) and the City of Arcadia (2010) indicate that the site is not located within a zone of required investigation for earthquake-induced landslides. There are no known landslides near the site, nor is the site in the path of any known or potential landslides. Therefore, the potential for slope stability hazards to adversely impact the site is considered low. 6.7 Earthquake-Induced Flooding Earthquake-induced flooding is inundation caused by failure of dams or other water-retaining structures due to earthquakes. The City of Arcadia (2010) indicates that the site is located within the potential inundation area for Santa Anita Dam. However, this reservoir, as well as others in California, are continually monitored by various governmental agencies (such as the State of California Division of Safety of Dams and the U.S. Army Corps of Engineers) to guard against the threat of dam failure. Current design, construction practices, and ongoing programs of review, modification, or total reconstruction of existing dams are intended to ensure that all dams are capable of withstanding the maximum considered earthquake (MCE) for the site. Therefore, the potential for inundation at the site as a result of an earthquake-induced dam failure is considered low. Geocon Project No. A9805-06-01 - 9 - August 2, 2018 6.8 Tsunamis, Seiches, and Flooding The site is not located within a coastal area. Therefore, tsunamis are not considered a significant hazard at the site. Seiches are large waves generated in enclosed bodies of water in response to ground shaking. No major water-retaining structures are located immediately up gradient from the project site. Therefore, flooding from a seismically-induced seiche is considered unlikely. The site is within a Zone X as defined by the Federal Emergency Management Agency (LACDPW, 2018b; FEMA, 2018). Sites within a Zone X have a minimal potential for flooding (FEMA, 2018). 6.9 Oil Fields & Methane Potential Information on the California Division of Oil, Gas and Geothermal Resources (DOGGR) Well Finder Website indicates the site is not located within the limits of an oilfield and oil or gas wells are not located within a mile of the site vicinity (DOGGR, 2018). However, due to the voluntary nature of record reporting by the oil well drilling companies, wells may be improperly located or not shown on the location map and undocumented wells could be encountered during construction. Any wells encountered during construction will need to be properly abandoned in accordance with the current requirements of the DOGGR. As previously indicated, the site is not located within an oilfield. Therefore, the potential for methane or other volatile gases to occur at the site is considered very low. However, should it be determined that a methane study is required for the proposed development it is recommended that a qualified methane consultant be retained to perform the study and provide mitigation measures as necessary. 6.10 Subsidence Subsidence occurs when a large portion of land is displaced vertically, usually due to the withdrawal of groundwater, oil, or natural gas. Soils that are particularly subject to subsidence include those with high silt or clay content. The site is not located within an area of known ground subsidence. No large-scale extraction of groundwater, gas, oil, or geothermal energy is occurring or planned at the site or in the general site vicinity. There appears to be little or no potential for ground subsidence due to withdrawal of fluids or gases at the site. Geocon Project No. A9805-06-01 - 10 - August 2, 2018 7. CONCLUSIONS AND RECOMMENDATIONS 7.1 General 7.1.1 It is our opinion that neither soil nor geologic conditions were encountered during the investigation that would preclude the construction of the proposed development provided the recommendations presented herein are followed and implemented during design and construction. 7.1.2 Up to 4 feet of existing artificial fill was encountered during the site investigation. The existing fill encountered is believed to be the result of past grading and construction activities at the site. Deeper fill may exist in other areas of the site that were not directly explored. Future demolition of the existing structures which occupy the site will likely disturb the upper few feet of soil. It is our opinion that the existing fill, in its present condition, is not suitable for direct support of proposed foundations or slabs. The existing fill and site soils are suitable for re-use as engineered fill provided the recommendations in the Grading section of this report are followed (see Section 7.4). 7.1.3 Excavation for the subterranean portion of the structure is anticipated to penetrate through the existing artificial fill and expose undisturbed alluvial soils throughout the excavation bottom. A conventional shallow spread foundation system may be utilized for support of the proposed structure provided foundations derive support exclusively in competent alluvium at or below a minimum depth of 10 feet below the existing ground surface. Foundations should be deepened as necessary to penetrate through existing fill and/or soft or disturbed alluvium. All foundation excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon), prior to placing steel or concrete. 7.1.4 Based on the depth of the proposed excavations, the proximity to adjacent property lines, and the granular nature of the soils, sloping and or shoring measures will be required for excavation of the subterranean level. Excavation recommendations are provided in the Temporary Excavations section of this report (Section 7.16). Based on the granular nature of the site soils, excessive caving should be anticipated in unshored excavations. 7.1.5 Due to the nature of the proposed design and intent for a subterranean level, waterproofing of subterranean walls and slabs is suggested. Particular care should be taken in the design and installation of waterproofing to avoid moisture problems, or actual water seepage into the structure through any normal shrinkage cracks which may develop in the concrete walls, floor slab, foundations and/or construction joints. The design and inspection of the waterproofing is not the responsibility of the geotechnical engineer. A waterproofing consultant should be retained in order to recommend a product or method, which would provide protection to subterranean walls, floor slabs and foundations. Geocon Project No. A9805-06-01 - 11 - August 2, 2018 7.1.6 Foundations for small outlying structures, such as block walls up to 6 feet in height, planter walls or trash enclosures, which will not be tied to the proposed structure, may be supported on conventional foundations deriving support on a minimum of 12 inches of newly placed engineered fill, which extends laterally at least 12 inches beyond the foundation area. Where excavation and compaction cannot be performed or is undesirable, foundations may derive support directly in the competent undisturbed alluvial soils found at or below a depth of 24 inches, and should be deepened as necessary to maintain a minimum 12-inch embedment into the recommended bearing materials. If the soils exposed in the excavation bottom are soft or loose, compaction of the soils will be required prior to placing steel or concrete. Compaction of the foundation excavation bottom is typically accomplished with a compaction wheel or mechanical whacker and must be observed and approved by a Geocon representative. 7.1.7 Where new paving is to be placed, it is recommended that all existing fill and soft alluvial soils be excavated and properly compacted for paving support. The client should be aware that excavation and compaction of all existing fill and soft alluvial soils in the area of new paving is not required; however, paving constructed over existing uncertified fill or unsuitable alluvial soil may experience increased settlement and/or cracking, and may therefore have a shorter design life and increased maintenance costs. As a minimum, the upper 12 inches of subgrade soil should be scarified and properly compacted for paving support. Paving recommendations are provided in Preliminary Pavement Recommendations section of this report (see Section 7.10). 7.1.8 Based on the results of percolation testing performed at the site, a stormwater infiltration system is considered feasible for this project. Results of percolation testing are provided in the Stormwater Infiltration section of this report (see Section 7.23). 7.1.9 Once the design and foundation loading configuration for the proposed structure proceeds to a more finalized plan, the recommendations within this report should be reviewed and revised, if necessary. Based on the final foundation loading configurations, the potential for settlement should be re-evaluated by this office. 7.1.10 Any changes in the design, location or elevation, as outlined in this report, should be reviewed by this office. Geocon should be contacted to determine the necessity for review and possible revision of this report. 7.2 Soil and Excavation Characteristics 7.2.1 The in-situ soils can be excavated with moderate effort using conventional excavation equipment. Based on the granular nature of the site soils, excessive caving should be anticipated in unshored excavations. Geocon Project No. A9805-06-01 - 12 - August 2, 2018 7.2.2 It is the responsibility of the contractor to ensure that all excavations and trenches are properly shored and maintained in accordance with applicable OSHA rules and regulations to maintain safety and maintain the stability of existing adjacent improvements. 7.2.3 All onsite excavations must be conducted in such a manner that potential surcharges from existing structures, construction equipment, and vehicle loads are resisted. The surcharge area may be defined by a 1:1 projection down and away from the bottom of an existing foundation or vehicle load. Penetrations below this 1:1 projection will require special excavation measures such as sloping or shoring. Excavation recommendations are provided in the Temporary Excavations section of this report (see Section 7.16). 7.2.4 Based on the granular nature of the site soils (non-expansive), the proposed structure and improvements would not be prone to the effects of expansive soils. 7.3 Minimum Resistivity, pH, and Water-Soluble Sulfate 7.3.1 Potential of Hydrogen (pH) and resistivity testing as well as chloride content testing were performed on representative samples of soil to generally evaluate the corrosion potential to surface utilities. The tests were performed in accordance with California Test Method Nos. 643 and 422 and indicate that the soils are considered “mildly corrosive” with respect to corrosion of buried ferrous metals on site. The results are presented in Appendix B (Figure B5) and should be considered for design of underground structures. 7.3.2 Laboratory tests were performed on representative samples of the site materials to measure the percentage of water-soluble sulfate content. Results from the laboratory water-soluble sulfate tests are presented in Appendix B (Figure B5) and indicate that the on-site materials possess “negligible” sulfate exposure to concrete structures as defined by 2016 CBC Section 1904 and ACI 318-11 Sections 4.2 and 4.3. 7.3.3 Geocon West, Inc. does not practice in the field of corrosion engineering and mitigation. If corrosion sensitive improvements are planned, it is recommended that a corrosion engineer be retained to evaluate corrosion test results and incorporate the necessary precautions to avoid premature corrosion of buried metal pipes and concrete structures in direct contact with the soils. 7.4 Grading 7.4.1 Earthwork should be observed, and compacted fill tested by representatives of Geocon West, Inc. The existing fill and alluvial soil encountered during exploration is suitable for re-use as engineered fill, provided any encountered oversize material (greater than 6 inches) and any encountered deleterious debris are removed. Geocon Project No. A9805-06-01 - 13 - August 2, 2018 7.4.2 A preconstruction conference should be held at the site prior to the beginning of grading operations with the owner, contractor, civil engineer, geotechnical engineer, and building official in attendance. Special soil handling requirements can be discussed at that time. 7.4.3 The proposed excavation for the subterranean level is anticipated to penetrate through the existing fill and expose alluvium throughout the excavation bottom. Footings should be deepened as necessary to derive support exclusively in competent alluvium, generally found at or below a depth of 10 feet below the existing ground surface. 7.4.4 Grading should commence with the removal of all existing vegetation and existing improvements from the area to be graded. Deleterious debris such as wood and root structures should be exported from the site and should not be mixed with the fill soils. Asphalt and concrete should not be mixed with the fill soils unless approved by the Geotechnical Engineer. All existing underground improvements planned for removal should be completely excavated and the resulting depressions properly backfilled in accordance with the procedures described herein. Once a clean excavation bottom has been established it must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon West, Inc.). 7.4.5 Subsequent to proof-rolling, the alluvium that will be exposed at the excavation bottom is considered suitable for support of the proposed concrete slab-on-grade. Measures should be taken to prevent unnecessary disturbance of the alluvium at the excavation bottom. Any alluvium that is unintentionally disturbed should be properly compacted for slab support. 7.4.6 All excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). 7.4.7 All fill and backfill soils should be placed in horizontal loose layers approximately 6 to 8 inches thick, moisture conditioned to optimum moisture content, and properly compacted to a minimum of 90 percent of the maximum dry density in accordance with ASTM D 1557 (latest edition). 7.4.8. Where new paving is to be placed, it is recommended that all existing fill and soft alluvium be excavated and properly compacted for paving support. As a minimum, the upper 12 inches of soil should be scarified, moisture conditioned to optimum moisture content, and compacted to at least 95 percent relative compaction, as determined by ASTM D 1557 (latest edition). Paving recommendations are provided in Preliminary Pavement Recommendations section of this report (see Section 7.10). Geocon Project No. A9805-06-01 - 14 - August 2, 2018 7.4.9 Excavations in close proximity to property lines will require shoring measures in order to maintain lateral support of the existing offsite improvements. Excavation recommendations are provided in the Temporary Excavations section of this report (Section 7.16). 7.4.10 Foundations for small outlying structures, such as block walls up to 6 feet high, planter walls or trash enclosures, which will not be tied to the proposed building, may be supported on conventional foundations deriving support on a minimum of 12 inches of newly placed engineered fill, which extends laterally at least 12 inches beyond the foundation area. Where excavation and proper compaction cannot be performed or is undesirable, foundations may derive support directly in the undisturbed alluvial soils found at or below a depth of 24 inches, and should be deepened as necessary to maintain a minimum 12-inch embedment into the recommended bearing materials. If the soils exposed in the excavation bottom are soft or loose, compaction of the soils will be required prior to placing steel or concrete. Compaction of the foundation excavation bottom is typically accomplished with a compaction wheel or mechanical whacker and must be observed and approved by a Geocon representative. 7.4.11 Utility trenches should be properly backfilled in accordance with the requirements of the Green Book (latest edition). The pipe should be bedded with clean sands (Sand Equivalent greater than 30) to a depth of at least 1 foot over the pipe, and the bedding material must be inspected and approved in writing by the Geotechnical Engineer (a representative of Geocon). The use of gravel is not acceptable unless used in conjunction with filter fabric to prevent the gravel from having direct contact with soil. The remainder of the trench backfill may be derived from onsite soil or approved import soil, compacted as necessary, until the required compaction is obtained. The use of minimum 2-sack slurry is also acceptable. Prior to placing any bedding materials or pipes, the excavation bottom must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). 7.4.12 All imported fill shall be observed, tested, and approved by Geocon West, Inc. prior to bringing soil to the site. Rocks larger than 6 inches in diameter shall not be used in the fill. If necessary, import soils used as structural fill should have an expansion index less than 20 and corrosivity properties that are equally or less detrimental to that of the existing onsite soils (see Figure B5). Import soils placed in the building area should be placed uniformly across the building pad or in a manner that is approved by the Geotechnical Engineer (a representative of Geocon). 7.4.13 All trench and foundation excavation bottoms must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon), prior to placing bedding materials, fill, steel, gravel, or concrete. Geocon Project No. A9805-06-01 - 15 - August 2, 2018 7.5 Foundation Design 7.5.1 Subsequent to the recommended grading, a conventional shallow spread foundation system may be utilized for support of the proposed structure provided foundations derive support exclusively in competent alluvium generally found below a depth of 10 feet below the existing ground surface. Foundations should be deepened as necessary to penetrate through existing fill and/or soft or disturbed alluvium. All foundation excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon), prior to placing steel or concrete. 7.5.2 Based on the granular nature of the site soils, excessive caving should be anticipated in foundation excavations. The contractor should be prepared to utilize formwork to maintain vertical cuts in the foundation excavations. 7.5.3 Continuous footings may be designed for an allowable bearing capacity of 3,500 pounds per square foot (psf), and should be a minimum of 12 inches in width, 18 inches in depth below the lowest adjacent grade, and 12 inches into the recommended bearing material. 7.5.4 Isolated spread foundations may be designed for an allowable bearing capacity of 4,000 psf, and should be a minimum of 24 inches in width, 18 inches in depth below the lowest adjacent grade, and 12 inches into the recommended bearing material. 7.5.5 The allowable soil bearing pressure above may be increased by 550 psf and 1,100 psf for each additional foot of foundation width and depth, respectively, up to a maximum allowable soil bearing pressure of 5,000 psf. 7.5.6 The allowable bearing pressures may be increased by one-third for transient loads due to wind or seismic forces. 7.5.7 If depth increases are utilized for the perimeter foundations, this office should be provided a copy of the final construction plans so that the excavation recommendations presented herein could be properly reviewed and revised if necessary. 7.5.8 Continuous footings should be reinforced with four No. 4 steel reinforcing bars, two placed near the top of the footing and two near the bottom. Reinforcement for spread footings should be designed by the project structural engineer. 7.5.9 The above foundation dimensions and minimum reinforcement recommendations are based on soil conditions and building code requirements only, and are not intended to be used in lieu of those required for structural purposes. Geocon Project No. A9805-06-01 - 16 - August 2, 2018 7.5.10 No special subgrade presaturation is required prior to placement of concrete. However, the slab and foundation subgrade should be sprinkled as necessary; to maintain a moist condition as would be expected in any concrete placement. 7.5.11 Foundation excavations should be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon West, Inc.), prior to the placement of reinforcing steel and concrete to verify that the excavations and exposed soil conditions are consistent with those anticipated. If unanticipated soil conditions are encountered, foundation modifications may be required. 7.5.12 This office should be provided a copy of the final construction plans so that the excavation recommendations presented herein could be properly reviewed and revised if necessary. 7.6 Foundation Settlement 7.6.1 The enclosed seismically induced settlement analyses indicate that the site soils could be susceptible to up to approximately 0.12 inches of total seismic settlement as a result of the Design Earthquake peak ground acceleration (⅔PGAM). Differential settlement at the foundation level is anticipated to be less than 0.06 inches over a distance of 20 feet. The foundation design recommendations presented herein are intended to minimize the effects of settlement on proposed improvements. 7.6.2 The maximum expected total settlement (combined static and seismic) for a structure supported on a conventional foundation system deriving support in the competent alluvium and designed with a maximum bearing pressure of 5,000 psf is estimated to be less than 1¼ inches and occur below the heaviest loaded structural element. Settlement of the foundation system is expected to occur on initial application of loading. Differential settlement is not expected to exceed ¾ inch over a distance of 20 feet. 7.6.3 Once the design and foundation loading configuration for the proposed structure proceeds to a more finalized plan, the estimated settlements presented in this report should be reviewed and revised, if necessary. If the final foundation loading configurations are greater than the assumed loading conditions, the potential for settlement should be reevaluated by this office. 7.7 Miscellaneous Foundations 7.7.1 Foundations for small outlying structures, such as block walls up to 6 feet in height, planter walls or trash enclosures which will not be tied to the proposed structure may be supported on conventional foundations bearing on a minimum of 12 inches of newly placed engineered fill which extends laterally at least 12 inches beyond the foundation area. Where excavation and compaction cannot be performed or is undesirable, such as adjacent to property lines, foundations may derive support in the undisturbed alluvial soils found at or below a depth of 24 inches, and should be deepened as necessary to maintain a minimum 12 inch embedment into the recommended bearing materials. Geocon Project No. A9805-06-01 - 17 - August 2, 2018 7.7.2 If the soils exposed in the excavation bottom are soft, compaction of the soft soils will be required prior to placing steel or concrete. Compaction of the foundation excavation bottom is typically accomplished with a compaction wheel or mechanical whacker and must be observed and approved by a Geocon representative. Miscellaneous foundations may be designed for a bearing value of 1,500 psf, and should be a minimum of 12 inches in width, 24 inches in depth below the lowest adjacent grade and 12 inches into the recommended bearing material. The allowable bearing pressure may be increased by up to one-third for transient loads due to wind or seismic forces. 7.7.3 Foundation excavations should be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon West, Inc.), prior to the placement of reinforcing steel and concrete to verify that the excavations and exposed soil conditions are consistent with those anticipated. 7.8 Lateral Design 7.8.1 Resistance to lateral loading may be provided by friction acting at the base of foundations, slabs and by passive earth pressure. An allowable coefficient of friction of 0.40 may be used with the dead load forces in the competent alluvial soils and properly compacted engineered fill. 7.8.2 Passive earth pressure for the sides of foundations and slabs poured against properly compacted engineered fill or competent alluvial soils may be computed as an equivalent fluid having a density of 280 pcf with a maximum earth pressure of 2,800 psf. When combining passive and friction for lateral resistance, the passive component should be reduced by one-third. 7.9 Concrete Slabs-on-Grade 7.9.1 Exterior concrete slabs-on-grade subject to vehicle loading should be designed in accordance with the recommendations in the Preliminary Pavement Recommendations section of this report (Section 7.10). 7.9.2 Subsequent to the recommended grading, concrete slabs-on-grade for structures, not subject to vehicle loading, should be a minimum of 4-inches thick and minimum slab reinforcement should consist of No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions. Steel reinforcing should be positioned vertically near the slab midpoint. Geocon Project No. A9805-06-01 - 18 - August 2, 2018 7.9.3 The project structural engineer may determine and design the necessary slab thickness and reinforcing for this structure. Unless specifically analyzed and designed by the project structural engineer, the slab-on-grade and ramp for the subterranean parking garage slab-on-grade should be a minimum of 5 inches concrete reinforced with No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions and positioned vertically near the slab midpoint. The concrete slab-on-grade may bear directly on competent alluvial soils. Any disturbed soils should be properly compacted for slab support. 7.9.4 Moisture affecting below grade slabs is one of the most common post-construction complaints. Poorly applied or omitted waterproofing can lead to efflorescence or standing water. Particular care should be taken in the design and installation of waterproofing to avoid moisture problems, or actual water seepage into the structure through any normal shrinkage cracks which may develop in the concrete walls, floor slab, foundations and/or construction joints. The design and inspection of the waterproofing is not the responsibility of the geotechnical engineer. A waterproofing consultant should be retained in order to recommend a product or method, which would provide protection to subterranean walls, floor slabs and foundations. 7.9.5 Slabs-on-grade at the ground surface that may receive moisture-sensitive floor coverings or may be used to store moisture-sensitive materials should be underlain by a vapor retarder placed directly beneath the slab. The vapor retarder and acceptable permeance should be specified by the project architect or developer based on the type of floor covering that will be installed. The vapor retarder design should be consistent with the guidelines presented in Section 9.3 of the American Concrete Institute’s (ACI) Guide for Concrete Slabs that Receive Moisture-Sensitive Flooring Materials (ACI 302.2R-06) and should be installed in general conformance with ASTM E 1643 (latest edition) and the manufacturer’s recommendations. A minimum thickness of 15 mils extruded polyolefin plastic is recommended; vapor retarders which contain recycled content or woven materials are not recommended. The vapor retarder should have a permeance of less than 0.01 perms demonstrated by testing before and after mandatory conditioning is recommended. The vapor retarder should be installed in direct contact with the concrete slab with proper perimeter seal. If the California Green Building Code requirements apply to this project, the vapor retarder should be underlain by 4 inches of clean aggregate. It is important that the vapor retarder be puncture resistant since it will be in direct contact with angular gravel. As an alternative to the clean aggregate suggested in the Green Building Code, it is our opinion that the concrete slab-on-grade may be underlain by a vapor retarder over 4 inches of clean sand (sand equivalent greater than 30), since the sand will serve a capillary break and will minimize the potential for punctures and damage to the vapor barrier. Geocon Project No. A9805-06-01 - 19 - August 2, 2018 7.9.6 For seismic design purposes, a coefficient of friction of 0.40 may be utilized between concrete slabs and subgrade soils without a moisture barrier, and 0.15 for slabs underlain by a moisture barrier. 7.9.7 Exterior slabs for walkways or flatwork, not subject to traffic loads, should be at least 4 inches thick and reinforced with No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions, positioned near the slab midpoint. Prior to construction of slabs, the upper 12 inches of subgrade should be moistened to optimum moisture content and properly compacted to at least 95 percent relative compaction, as determined by ASTM Test Method D 1557 (latest edition). Crack control joints should be spaced at intervals not greater than 10 feet and should be constructed using saw-cuts or other methods as soon as practical following concrete placement. Crack control joints should extend a minimum depth of one-fourth the slab thickness. The project structural engineer should design construction joints as necessary. 7.9.8 The recommendations of this report are intended to reduce the potential for cracking of slabs due to settlement. However, even with the incorporation of the recommendations presented herein, foundations, stucco walls, and slabs-on-grade may exhibit some cracking due to minor soil movement and/or concrete shrinkage. The occurrence of concrete shrinkage cracks is independent of the supporting soil characteristics. Their occurrence may be reduced and/or controlled by limiting the slump of the concrete, proper concrete placement and curing, and by the placement of crack control joints at periodic intervals, in particular, where re-entrant slab corners occur. 7.10 Preliminary Pavement Recommendations 7.10.1 Where new paving is to be placed, it is recommended that all existing fill and soft or unsuitable alluvial materials be excavated and properly recompacted for paving support. The client should be aware that excavation and compaction of all existing artificial fill and soft alluvium in the area of new paving is not required; however, paving constructed over existing unsuitable material may experience increased settlement and/or cracking, and may therefore have a shorter design life and increased maintenance costs. As a minimum, the upper 12 inches of paving subgrade should be scarified, moisture conditioned to optimum moisture content, and properly compacted to at least 95 percent relative compaction, as determined by ASTM Test Method D 1557 (latest edition). 7.10.2 The following pavement sections are based on an assumed R-Value of 20. Once site grading activities are complete an R-Value should be obtained by laboratory testing to confirm the properties of the soils serving as paving subgrade, prior to placing pavement. Geocon Project No. A9805-06-01 - 20 - August 2, 2018 7.10.3 The Traffic Indices listed below are estimates. Geocon does not practice in the field of traffic engineering. The actual Traffic Index for each area should be determined by the project civil engineer. If pavement sections for Traffic Indices other than those listed below are required, Geocon should be contacted to provide additional recommendations. Pavement thicknesses were determined following procedures outlined in the California Highway Design Manual (Caltrans). It is anticipated that the majority of traffic will consist of automobile and large truck traffic. PRELIMINARY PAVEMENT DESIGN SECTIONS Location Estimated Traffic Index (TI) Asphalt Concrete (inches) Class 2 Aggregate Base (inches) Automobile Parking And Driveways 4.0 3.0 4.0 Trash Truck & Fire Lanes 7.0 4.0 12.0 7.10.4 Asphalt concrete should conform to Section 203-6 of the “Standard Specifications for Public Works Construction” (Green Book). Class 2 aggregate base materials should conform to Section 26-1.02A of the “Standard Specifications of the State of California, Department of Transportation” (Caltrans). The use of Crushed Miscellaneous Base in lieu of Class 2 aggregate base is acceptable. Crushed Miscellaneous Base should conform to Section 200-2.4 of the “Standard Specifications for Public Works Construction” (Green Book). 7.10.5 Unless specifically designed and evaluated by the project structural engineer, where exterior concrete paving will be utilized for support of vehicles, it is recommended that the concrete be a minimum of 6 inches thick and reinforced with No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions. Concrete paving supporting vehicular traffic should be underlain by a minimum of 4 inches of aggregate base and a properly compacted subgrade. The subgrade and base material should be compacted to 95 percent relative compaction as determined by ASTM Test Method D 1557 (latest edition). 7.10.6 The performance of pavements is highly dependent upon providing positive surface drainage away from the edge of pavements. Ponding of water on or adjacent to the pavement will likely result in saturation of the subgrade materials and subsequent cracking, subsidence and pavement distress. If planters are planned adjacent to paving, it is recommended that the perimeter curb be extended at least 12 inches below the bottom of the aggregate base to minimize the introduction of water beneath the paving. Geocon Project No. A9805-06-01 - 21 - August 2, 2018 7.11 Retaining Walls Design 7.11.1 The recommendations presented below are generally applicable to the design of rigid concrete or masonry retaining walls having a maximum height of 12 feet. In the event that walls significantly higher than 12 feet are planned, Geocon should be contacted for additional recommendations. 7.11.2 Retaining wall foundations may be designed in accordance with the recommendations provided in the Foundation Design sections of this report (see Section 7.5). 7.11.3 Retaining walls with a level backfill surface that are not restrained at the top should be designed utilizing a triangular distribution of pressure (active pressure). Restrained walls are those that are not allowed to rotate more than 0.001H (where H equals the height of the retaining portion of the wall in feet) at the top of the wall. Where walls are restrained from movement at the top, walls may be designed utilizing a triangular distribution of pressure (at-rest pressure). The table below presents recommended pressures to be used in retaining wall design, assuming that proper drainage will be maintained. RETAINING WALL WITH LEVEL BACKFILL SURFACE HEIGHT OF RETAINING WALL (Feet) ACTIVE PRESSURE EQUIVALENT FLUID PRESSURE (Pounds Per Cubic Foot) AT-REST PRESSURE EQUIVALENT FLUID PRESSURE (Pounds Per Cubic Foot) Up to 12 30 50 7.11.4 The wall pressures provided above assume that the proposed retaining walls will support relatively undisturbed alluvial soils. If sloping techniques are to be utilized for construction of proposed walls, which would result in a wedge of engineered fill behind the retaining walls, revised earth pressures may be required. This should be evaluated once the use of sloping measures is established and once the geotechnical characteristics of the engineered backfill soils can be further evaluated. 7.11.5 The wall pressures provided above assume that the retaining wall will be properly drained preventing the buildup of hydrostatic pressure. If retaining wall drainage is not implemented, the equivalent fluid pressure to be used in design of undrained walls is 90 pcf. The value includes hydrostatic pressures plus buoyant lateral earth pressures. 7.11.6 Additional active pressure should be added for a surcharge condition due to sloping ground, vehicular traffic or adjacent structures and should be designed for each condition as the project progresses. Recommendations for the incorporation of surcharges are provided in Section 7.22 of this report. Geocon Project No. A9805-06-01 - 22 - August 2, 2018 7.11.7 In addition to the recommended earth pressure, the upper 10 feet of the retaining wall adjacent to the street or driveway areas should be designed to resist a uniform lateral pressure of 100 psf, acting as a result of an assumed 300 psf surcharge behind the wall due to normal street traffic. If the traffic is kept back at least 10 feet from the wall, the traffic surcharge may be neglected. 7.11.8 Seismic lateral forces should be incorporated into the design as necessary, and recommendations for seismic lateral forces are presented below. 7.12 Dynamic (Seismic) Lateral Forces 7.12.1 The structural engineer should determine the seismic design category for the project in accordance with Section 1613 of the CBC. If the project possesses a seismic design category of D, E, or F, proposed retaining walls in excess of 6 feet in height should be designed with seismic lateral pressure (Section 1803.5.12 of the 2016 CBC). 7.12.2 A seismic load of 10 pcf should be used for design of walls that support more than 6 feet of backfill in accordance with Section 1803.5.12 of the 2016 CBC. The seismic load is applied as an equivalent fluid pressure along the height of the wall and the calculated loads result in a maximum load exerted at the base of the wall and zero at the top of the wall. This seismic load should be applied in addition to the active earth pressure. The earth pressure is based on half of two-thirds of PGAM calculated from ASCE 7-10 Section 11.8.3. 7.13 Retaining Wall Drainage 7.13.1 Retaining walls should be provided with a drainage system extended at least two-thirds the height of the wall. At the base of the drain system, a subdrain covered with a minimum of 12 inches of gravel should be installed, and a compacted fill blanket or other seal placed at the surface (see Figure 6). The clean bottom and subdrain pipe, behind a retaining wall, should be observed by the Geotechnical Engineer (a representative of Geocon), prior to placement of gravel or compacting backfill. 7.13.2 As an alternative, a plastic drainage composite such as Miradrain or equivalent may be installed in continuous, 4-foot wide columns along the entire back face of the wall, at 8 feet on center. The top of these drainage composite columns should terminate approximately 18 inches below the ground surface, where either hardscape or a minimum of 18 inches of relatively cohesive material should be placed as a cap (see Figure 7). These vertical columns of drainage material would then be connected at the bottom of the wall to a collection panel or a 1-cubic-foot rock pocket drained by a 4-inch subdrain pipe. Geocon Project No. A9805-06-01 - 23 - August 2, 2018 7.13.3 Subdrainage pipes at the base of the retaining wall drainage system should outlet to an acceptable location via controlled drainage structures. Drainage should not be allowed to flow uncontrolled over descending slopes. 7.13.4 Moisture affecting below grade walls is one of the most common post-construction complaints. Poorly applied or omitted waterproofing can lead to efflorescence or standing water. Particular care should be taken in the design and installation of waterproofing to avoid moisture problems, or actual water seepage into the structure through any normal shrinkage cracks which may develop in the concrete walls, floor slab, foundations and/or construction joints. The design and inspection of the waterproofing is not the responsibility of the geotechnical engineer. A waterproofing consultant should be retained in order to recommend a product or method, which would provide protection to subterranean walls, floor slabs and foundations. 7.14 Elevator Pit Design 7.14.1 Based on the granular nature of the site soils, excessive caving should be anticipated in elevator pit excavations. Unless sloping measures are utilized, the contractor should be prepared to utilize formwork or shoring to maintain vertical cuts in the excavations. 7.14.2 The elevator pit slab and retaining wall should be designed by the project structural engineer. Elevator pit walls may be designed in accordance with the recommendations in the Retaining Wall Design section of this report (see Section 7.11). 7.14.3 Additional active pressure should be added for a surcharge condition due to sloping ground, vehicular traffic or adjacent foundations and should be designed for each condition as the project progresses. 7.14.4 If retaining wall drainage is to be provided, the drainage system should be designed in accordance with the Retaining Wall Drainage section of this report (see Section 7.13). 7.14.5 It is suggested that the exterior walls and slab be waterproofed to prevent excessive moisture inside of the elevator pit. Waterproofing design and installation is not the responsibility of the geotechnical engineer. 7.15 Elevator Piston 7.15.1 If a plunger-type elevator piston is installed for this project, a deep drilled excavation will be required. It is important to verify that the drilled excavation is not situated immediately adjacent to a foundation or shoring pile, or the drilled excavation could compromise the existing foundation or pile support, especially if the drilling is performed subsequent to the foundation or pile construction. Geocon Project No. A9805-06-01 - 24 - August 2, 2018 7.15.2 Due to the preliminary nature of the project at this time, it is unknown if a plunger-type elevator piston will be included for this project. If in the future it is determined that a plunger-type elevator piston will be constructed, the location of the proposed elevator should be reviewed by the Geotechnical Engineer to evaluate the setback from foundations and shoring piles. Additional recommendations will be provided as necessary. 7.15.3 Excessive caving is anticipated during drilling of the elevator piston. The contractor should be prepared to use casing and should have it readily available at the commencement of drilling activities. Continuous observation of the drilling and installation of the elevator piston by the Geotechnical Engineer (a representative of Geocon West, Inc.) is required. 7.15.4 The annular space between the piston casing and drilled excavation wall should be filled with a minimum of 1½-sack slurry pumped from the bottom up. As an alternative, pea gravel may be utilized. The use of soil to backfill the annular space is not acceptable. 7.16 Temporary Excavations 7.16.1 Excavations on the order of 12 feet in height have been assumed for excavation of the subterranean level. The excavations are expected to expose artificial fill and alluvial soils, which are subject to excessive caving where granular soils are encountered. Vertical excavations up to 5 feet in height may be attempted where loose soils or caving sands are not present, and where not surcharged by adjacent traffic or structures. 7.16.2 Vertical excavations greater than 5 feet or where surcharged by existing structures will require sloping or shoring measures in order to provide a stable excavation. Where sufficient space is available, temporary unsurcharged embankments could be sloped back at a uniform 1½:1 slope gradient or flatter up to maximum height of 12 feet. A uniform slope does not have a vertical portion. 7.16.3 Excavations for the subterranean level in close proximity to property lines will require shoring measures in order to maintain lateral support of offsite improvements. Recommendations for shoring are provided in the following section. 7.16.4 Where sloped embankments are utilized, the top of the slope should be barricaded to prevent vehicles and storage loads at the top of the slope within a horizontal distance equal to the height of the slope. If the temporary construction embankments are to be maintained during the rainy season, berms are suggested along the tops of the slopes where necessary to prevent runoff water from entering the excavation and eroding the slope faces. Geocon personnel should inspect the soils exposed in the cut slopes during excavation so that modifications of the slopes can be made if variations in the soil conditions occur. All excavations should be stabilized within 30 days of initial excavation. Geocon Project No. A9805-06-01 - 25 - August 2, 2018 7.17 Shoring – Soldier Pile Design and Installation 7.17.1 The following information on the design and installation of shoring is preliminary. Review of the final shoring plans and specifications should be made by this office prior to bidding or negotiating with a shoring contractor. 7.17.2 One method of shoring would consist of steel soldier piles, placed in drilled holes and backfilled with concrete. Where maximum excavation heights are less than 12 feet the soldier piles are typically designed as cantilevers. Where excavations exceed 12 feet or are surcharged, soldier piles may require lateral bracing utilizing drilled tie-back anchors or raker braces to maintain an economical steel beam size and prevent excessive deflection. The size of the steel beam, the need for lateral bracing, and the acceptable shoring deflection should be determined by the project shoring engineer. 7.17.3 The design embedment of the shoring pile toes must be maintained during excavation activities. The toes of the perimeter shoring piles should be deepened to take into account any required excavations necessary for foundations and/or adjacent drainage systems. 7.17.4 The proposed soldier piles may also be designed as permanent piles and may be utilized to underpin the existing offsite structures. The required pile depth, dimension, spacing and underpinning connection to existing offsite foundation should be determined and designed by the project structural and shoring engineers. All piles utilized for shoring can also be incorporated into a permanent retaining wall system (shotcrete wall) provided they are designed in accordance with the earth pressure provided in the Retaining Wall Design section of this report (see Section 7.11). 7.17.5 Drilled cast-in-place soldier piles should be placed no closer than 2 diameters on center. The minimum diameter of the piles is 18 inches. Structural concrete should be used for the soldier piles below the excavation; lean-mix concrete may be employed above that level. As an alternative, lean-mix concrete may be used throughout the pile where the reinforcing consists of a wideflange section. The slurry must be of sufficient strength to impart the lateral bearing pressure developed by the wideflange section to the soil. For design purposes, an allowable passive value for the soils below the bottom plane of excavation may be assumed to be 280 psf per foot. The allowable passive value may be doubled for isolated piles spaced a minimum of three times the pile diameter. To develop the full lateral value, provisions should be implemented to assure firm contact between the soldier piles and the undisturbed soils. Geocon Project No. A9805-06-01 - 26 - August 2, 2018 7.17.6 Groundwater was not encountered during site exploration. However, local seepage may be encountered during excavations for the proposed soldier piles, especially if conducted during the rainy season. If more than 6 inches of water is present in the bottom of the excavation, a tremie is required to place the concrete into the bottom of the hole. A tremie should consist of a rigid, water-tight tube having a diameter of not less than 6 inches with a hopper at the top. The tube should be equipped with a device that will close the discharge end and prevent water from entering the tube while it is being charged with concrete. The tremie should be supported so as to permit free movement of the discharge end over the entire top surface of the work and to permit rapid lowering when necessary to retard or stop the flow of concrete. The discharge end should be closed at the start of the work to prevent water entering the tube and should be entirely sealed at all times, except when the concrete is being placed. The tremie tube should be kept full of concrete. The flow should be continuous until the work is completed and the resulting concrete seal should be monolithic and homogeneous. The tip of the tremie tube should always be kept about 5 feet below the surface of the concrete and definite steps and safeguards should be taken to ensure that the tip of the tremie tube is never raised above the surface of the concrete. 7.17.7 A special concrete mix should be used for concrete to be placed below water. The design should provide for concrete with an unconfined compressive strength psi of 1,000 pounds per square inch (psi) over the initial job specification. An admixture that reduces the problem of segregation of paste/aggregates and dilution of paste should be included. The slump should be commensurate to any research report for the admixture, provided that it should also be the minimum for a reasonable consistency for placing when water is present. 7.17.8 Caving is anticipated where granular soils are encountered and the contractor should have casing available prior to commencement of pile excavation. When casing is used, extreme care should be employed so that the pile is not pulled apart as the casing is withdrawn. At no time should the distance between the surface of the concrete and the bottom of the casing be less than 5 feet. Continuous observation of the drilling and pouring of the piles by the Geotechnical Engineer (a representative of Geocon West, Inc.), is required. 7.17.9 The frictional resistance between the soldier piles and retained soil may be used to resist the vertical component of the anchor load. The coefficient of friction may be taken as 0.40 based on uniform contact between the steel beam and lean-mix concrete and retained earth. 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 450 psf. Geocon Project No. A9805-06-01 - 27 - August 2, 2018 7.17.10 Due to the nature of the site soils, it is expected that continuous lagging between soldier piles will be required. However, it is recommended that the exposed soils be observed by the Geotechnical Engineer (a representative of Geocon West, Inc.), to verify the presence of any competent, cohesive soils and the areas where lagging may be omitted. 7.17.11 The time between lagging excavation and lagging placement should be as short as possible soldier piles 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 psf. 7.17.12 For the design of shoring, it is recommended that an equivalent fluid pressure be utilized for design. A trapezoidal distribution of lateral earth pressure may be used where shoring will be restrained by bracing or tie backs. The recommended active and trapezoidal pressure are provided in the following table. A diagram depicting the trapezoidal pressure distribution of lateral earth pressure is provided on the following page in the table. Calculation of the recommended shoring pressures is provided as Figure 8. HEIGHT OF SHORING (FEET) EQUIVALENT FLUID PRESSURE (Pounds Per Cubic Foot) (ACTIVE PRESSURE) EQUIVALENT FLUID PRESSURE (Pounds Per Square Foot per Foot) Active Trapezoidal (Where H is the height of the shoring in feet) Up to 15 25 16H 7.17.13 It is very important to note that active pressures can only be achieved when movement in the soil (earth wall) occurs. If movement in the soil is not acceptable, such as adjacent to an existing structure, an at-rest pressure of 45 pcf should be considered for design purposes. Trapezoidal Distribution of Pressure H 0.2H 0.2H 0.6H Geocon Project No. A9805-06-01 - 28 - August 2, 2018 7.17.14 Where a combination of sloped embankment and shoring is utilized, the pressure will be greater and must be determined for each combination. Additional active pressure should be added for a surcharge condition due to slopes, vehicular traffic or adjacent structures and should be designed for each condition. The surcharge pressure should be evaluated in accordance with the recommendations in Section 7.22 of this report. 7.17.15 In addition to the recommended earth pressure, the upper 10 feet of the shoring adjacent to the street or driveway areas should be designed to resist a uniform lateral pressure of 100 psf, acting as a result of an assumed 300 psf surcharge behind the shoring due to normal street traffic. If the traffic is kept back at least 10 feet from the shoring, the traffic surcharge may be neglected. 7.17.16 It is difficult to accurately predict the amount of deflection of a shored embankment. It should be realized that some deflection will occur. It is recommended that the deflection be minimized to prevent damage to existing structures and adjacent improvements. Where public rights-of-way are present or adjacent offsite structures do not surcharge the shoring excavation, the shoring deflection should be limited to less than 1 inch at the top of the shored embankment. Where offsite structures are within the shoring surcharge area it is recommended that the beam deflection be limited to less than ½ inch at the elevation of the adjacent offsite foundation, and no deflection at all if deflections will damage existing structures. The allowable deflection is dependent on many factors, such as the presence of structures and utilities near the top of the embankment, and will be assessed and designed by the project shoring engineer. 7.17.17 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 tops of all soldier piles and the lateral movement along the entire lengths of selected soldier piles. 7.17.18 Due to the depth of the excavation and proximity to adjacent structures, it is suggested that prior to excavation the existing improvements be inspected to document the present condition. For documentation purposes, photographs should be taken of preconstruction distress conditions and level surveys of adjacent grade and pavement should be considered. During excavation activities, the adjacent structures and pavement should be periodically inspected for signs of distress. In the even that distress or settlement is noted, an investigation should be performed and corrective measures taken so that continued or worsened distress or settlement is mitigated. Documentation and monitoring of the offsite structures and improvements is not the responsibility of the geotechnical engineer. Geocon Project No. A9805-06-01 - 29 - August 2, 2018 7.18 Tie-Back Anchors 7.18.1 Temporary tie-back anchors may be used with the solider pile wall system to resist lateral loads. Post-grouted friction anchors are recommended. For design purposes, it may be assumed that the active wedge adjacent to the shoring is defined by a plane drawn 28 degrees with the vertical through the bottom plane of the excavation. Friction anchors should extend a minimum of 20 feet beyond the potentially active wedge and to greater lengths if necessary to develop the desired capacities. The locations and depths of all offsite utilities should be thoroughly checked and incorporated into the drilling angle design for the tie-back anchors. 7.18.2 The capacities of the anchors should be determined by testing of the initial anchors as outlined in a following section. Only the frictional resistance developed beyond the active wedge would be effective in resisting lateral loads. Anchors should be placed at least 6 feet on center to be considered isolated. For preliminary design purposes, it is estimated that drilled friction anchors constructed without utilizing post-grouting techniques will develop average skin frictions as follows: • 5 feet below the top of the excavation – 850 pounds per square foot 7.18.3 Depending on the techniques utilized, and the experience of the contractor performing the installation, a maximum allowable friction capacity of 3.0 kips per linear foot for post-grouted anchors (for a minimum 20-foot length beyond the active wedge) may be assumed for design purposes. Only the frictional resistance developed beyond the active wedge should be utilized in resisting lateral loads. Higher capacity assumptions may be acceptable, but must be verified by testing. 7.19 Anchor Installation 7.19.1 Tied-back anchors are typically installed between 20 and 40 degrees below the horizontal; however, occasionally alternative angles are necessary to avoid existing improvements and utilities. The locations and depths of all offsite utilities should be thoroughly checked prior to design and installation of the tie-back anchors. Caving of the anchor shafts, particularly within sand and gravel deposits or seepage zones, should be anticipated during installation and provisions should be implemented in order to minimize such caving. It is suggested that hollow-stem auger drilling equipment be used to install the anchors. The anchor shafts should be filled with concrete by pumping from the tip out, and the concrete should extend from the tip of the anchor to the active wedge. In order to minimize the chances of caving, it is recommended that the portion of the anchor shaft within the active wedge be backfilled with sand before testing the anchor. This portion of the shaft should be filled tightly and flush with the face of the excavation. The sand backfill should be placed by pumping; the sand may contain a small amount of cement to facilitate pumping. Geocon Project No. A9805-06-01 - 30 - August 2, 2018 7.20 Anchor Testing 7.20.1 All of the anchors should be tested to at least 150 percent of design load. The total deflection during this test should not exceed 12 inches. The rate of creep under the 150 percent test load should not exceed 0.1 inch over a 15-minute period in order for the anchor to be approved for the design loading. 7.20.2 At least 10 percent of the anchors should be selected for "quick" 200 percent tests and three additional anchors should be selected for 24-hour 200 percent tests. The purpose of the 200 percent tests is to verify the friction value assumed in design. The anchors should be tested to develop twice the assumed friction value. These tests should be performed prior to installation of additional tiebacks. Where satisfactory tests are not achieved on the initial anchors, the anchor diameter and/or length should be increased until satisfactory test results are obtained. 7.20.3 The total deflection during the 24-hour 200 percent test should not exceed 12 inches. During the 24-hour tests, the anchor deflection should not exceed 0.75 inches measured after the 200 percent test load is applied. 7.20.4 For the "quick" 200 percent tests, the 200 percent test load should be maintained for 30 minutes. The total deflection of the anchor during the 200 percent quick tests should not exceed 12 inches; the deflection after the 200 percent load has been applied should not exceed 0.25 inch during the 30-minute period. 7.20.5 After a satisfactory test, each anchor should be locked-off at the design load. This should be verified by rechecking the load in the anchor. The load should be within 10 percent of the design load. A representative of this firm should observe the installation and testing of the anchors. 7.21 Internal Bracing 7.21.1 Rakers may be utilized to brace the soldier piles in lieu of tieback anchors. The raker bracing could be supported laterally by temporary concrete footings (deadmen) or by the permanent, interior footings. For design of such temporary footings or deadmen, poured with the bearing surface normal to rakers inclined at 45 degrees, a bearing value of 2,000 psf may be used, provided the shallowest point of the footing is at least 1 foot below the lowest adjacent grade. The structural engineer should review the shoring plans to determine if raker footings conflict with the structural foundation system. The client should be aware that the utilization of rakers could significantly impact the construction schedule do to their intrusion into the construction site and potential interference with equipment. Geocon Project No. A9805-06-01 - 31 - August 2, 2018 7.22 Surcharge from Adjacent Structures and Improvements 7.22.1 Additional pressure should be added for a surcharge condition due to sloping ground, vehicular traffic or adjacent structures and should be designed for each condition as the project progresses. 7.22.2 It is recommended that line-load surcharges from adjacent wall footings, use horizontal pressures generated from NAV-FAC DM 7.2. The governing equations are: ܨ݋ݎ ݔ ܪൗ ൑0.4 ߪு (ݖ)ൌ 0.20 ൈ ቀ ݖ ܪቁ ൤0.16 ൅ ቀ ݖ ܪ ቁଶ ൨ ଶ ൈ ܳ௅ ܪ and ܨ݋ݎ ݔ ܪൗ ൐0.4 ߪு (ݖ)ൌ 1.28 ൈ ቀ ݔ ܪቁଶ ൈ ቀ ݖ ܪ ቁ ൤ቀ ݔ ܪቁଶ ൅ ቀ ݖ ܪ ቁଶ ൨ ଶ ൈ ܳ௅ ܪ where x is the distance from the face of the excavation or wall to the vertical line-load, H is the distance from the bottom of the footing to the bottom of excavation or wall, z is the depth at which the horizontal pressure is desired, QL is the vertical line-load and σH(z) is the horizontal pressure at depth z. 7.22.3 It is recommended that vertical point-loads, from construction equipment outriggers or adjacent building columns use horizontal pressures generated from NAV-FAC DM 7.2. The governing equations are: ܨ݋ݎ ݔ ܪൗ ൑0.4 ߪு (ݖ)ൌ 0.28 ൈ ቀ ݖ ܪቁଶ ൤0.16 ൅ ቀ ݖ ܪ ቁଶ ൨ ଷ ൈ ܳ௉ ܪଶ and ܨ݋ݎ ݔ ܪൗ ൐0.4 ߪு (ݖ)ൌ 1.77 ൈ ቀ ݔ ܪቁଶ ൈ ቀ ݖ ܪቁଶ ൤ቀ ݔ ܪ ቁଶ ൅ ቀ ݖ ܪ ቁଶ ൨ ଷ ൈ ܳ௉ ܪଶ then ߪ ᇱ ு (ݖ)ൌ ߪு (ݖ)ܿ݋ݏ ଶ (1.1ߠ) Geocon Project No. A9805-06-01 - 32 - August 2, 2018 where x is the distance from the face of the excavation/wall to the vertical point-load, H is distance from the outrigger/bottom of column footing to the bottom of excavation, z is the depth at which the horizontal pressure is desired, Qp is the vertical point-load, σH(z) is the horizontal pressure at depth z, ϴ is the angle between a line perpendicular to the excavation/wall and a line from the point-load to location on the excavation/wall where the surcharge is being evaluated, and σH(z) is the horizontal pressure at depth z. 7.23 Stormwater Infiltration 7.23.1 During the July 3, 2018, site exploration, boring B5 was utilized to perform percolation testing. The boring was advanced to the depth listed in the table below. Slotted casing was placed in the boring, and the annular space between the casing and excavation was filled with gravel. The boring was then filled with water to pre-saturate the soils. On July 3, 2018, the casing was refilled with water and percolation test readings were performed after repeated flooding of the cased excavation. Based on the test results, the measured percolation rate and design infiltration rate, for the earth materials encountered, are provided in the following table. These values have been calculated in accordance with the Boring Percolation Test Procedure in the County of Los Angeles Department of Public Works GMED Guidelines for Geotechnical Investigation and Reporting, Low Impact Development Stormwater Infiltration (June 2017). Percolation test field data and calculation of the measured percolation rate and design infiltration rate are provided on Figure 9. Boring Soil Type Infiltration Depth (ft) Measured Percolation Rate (in / hour) Design Infiltration Rate (in / hour) B5 Sand (SW) 15-25 2.95 1.48 7.23.2 Based on the test method utilized (Boring Percolation Test), the reduction factor RFt may be taken as 2.0 in the infiltration system design. Based on the number of tests performed and consistency of the soils throughout the site, it is suggested that the reduction factor RFv be taken as 1.0. In addition, provided proper maintenance is performed to minimize long-term siltation and plugging, the reduction factor RFs may be taken as 1.0. Additional reduction factors may be required and should be applied by the engineer in responsible charge of the design of the stormwater infiltration system and based on applicable guidelines. 7.23.3 The results of the percolation testing indicate that the soils encountered at depths indicated in the above table are conductive to infiltration. Stormwater infiltration is considered feasible into the site soils. Geocon Project No. A9805-06-01 - 33 - August 2, 2018 7.23.4 It is our opinion that the introduction of stormwater at the depths and locations indicated above will not induce excessive hydro-consolidation, will not create a perched groundwater condition, will not affect soil structure interaction of existing or proposed foundations due to expansive soils, will not saturate soils supported by existing or proposed retaining walls, and will not increase the potential for liquefaction. Resulting settlements are anticipated to be less than ¼ inch, if any. 7.23.5 The infiltration system must be located such that the closest distance between an adjacent foundation is at least 10 feet in all directions from the zone of saturation. The zone of saturation may be assumed to project downward from the discharge of the infiltration facility at a gradient of 1:1. Additional property line or foundation setbacks may be required by the governing jurisdiction and should be incorporated into the stormwater infiltration system design as necessary. 7.23.6 Where the 10-foot horizontal setback cannot be maintained between the infiltration system and an adjacent footing, the infiltrations system penetrates below the foundation influence line, the proposed stormwater infiltration system must be designed to resist the surcharge from the adjacent foundation. The foundation surcharge line may be assumed to project down away from the bottom of the foundation at a 1:1 gradient. The stormwater infiltration system must still be sufficiently deep to maintain the 10-foot vertical offset between the bottom of the footing and the zone of saturation. 7.23.7 Subsequent to the placement of the infiltration system, it is acceptable to backfill the resulting void space between the excavation sidewalls and the infiltration system with minimum two-sack slurry provided the slurry is not placed in the infiltration zone. It is recommended that pea gravel be utilized adjacent to the infiltration zone so communication of water to the soil is not hindered. 7.23.8 The final design drawings should be reviewed and approved by the Geotechnical Engineer. The installation of the stormwater infiltration system should be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). 7.24 Surface Drainage 7.24.1 Proper surface drainage is critical to the future performance of the project. Uncontrolled infiltration of irrigation excess and storm runoff into the soils can adversely affect the performance of the planned improvements. Saturation of a 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 at all times. Geocon Project No. A9805-06-01 - 34 - August 2, 2018 7.24.2 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 1804.4 or other applicable standards. In addition, drainage should not be allowed to flow uncontrolled over any descending slope. Discharge from downspouts, roof drains and scuppers are not recommended onto unprotected soils within 5 feet of the building perimeter. Planters which are located adjacent to foundations should be sealed to prevent moisture intrusion into the soils providing foundation support. Landscape irrigation is not recommended within 5 feet of the building perimeter footings except when enclosed in protected planters. 7.24.3 Positive site drainage should be provided away from structures, pavement, and the tops of slopes to swales or other controlled drainage structures. The building pad and pavement areas should be fine graded such that water is not allowed to pond. 7.24.4 Landscaping planters immediately adjacent to paved areas are not recommended due to the potential for surface or irrigation water to infiltrate the pavement's subgrade and base course. Either a subdrain, which collects excess irrigation water and transmits it to drainage structures, or an impervious above-grade planter boxes should be used. In addition, where landscaping is planned adjacent to the pavement, it is recommended that consideration be given to providing a cutoff wall along the edge of the pavement that extends at least 12 inches below the base material. 7.25 Plan Review 7.25.1 Grading, foundation, and shoring plans should be reviewed by the Geotechnical Engineer (a representative of Geocon West, Inc.), prior to finalization to verify that the plans have been prepared in substantial conformance with the recommendations of this report and to provide additional analyses or recommendations. Geocon Project No. A9805-06-01 August 2, 2018 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that anticipated herein, Geocon West, Inc. should be notified so that supplemental recommendations can be given. The evaluation or identification of the potential presence of hazardous or corrosive materials was not part of the scope of services provided by Geocon West, Inc. 2. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. 3. The findings of this report are valid as of the date of this report. However, changes in the conditions of a property can occur with the passage of time, whether they are due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. 4. The firm that performed the geotechnical investigation for the project should be retained to provide testing and observation services during construction to provide continuity of geotechnical interpretation and to check that the recommendations presented for geotechnical aspects of site development are incorporated during site grading, construction of improvements, and excavation of foundations. If another geotechnical firm is selected to perform the testing and observation services during construction operations, that firm should prepare a letter indicating their intent to assume the responsibilities of project geotechnical engineer of record. A copy of the letter should be provided to the regulatory agency for their records. In addition, that firm should provide revised recommendations concerning the geotechnical aspects of the proposed development, or a written acknowledgement of their concurrence with the recommendations presented in our report. They should also perform additional analyses deemed necessary to assume the role of Geotechnical Engineer of Record. Geocon Project No. A9805-06-01 August 2, 2018 LIST OF REFERENCES Arcadia, City of, 2010, Chapter 8: Safety Element, Arcadia General Plan. California Department of Water Resources, 2018, Groundwater Level Data by Township, Range, and Section, Web Site Address: http://www.water.ca.gov/waterdatalibrary/groundwater/ hydrographs/index_trs.cfm. California Division of Mines and Geology, 1999, State of California Seismic Hazard Zones, Mount Wilson Quadrangle, Official Map Released March 25, 1999. California Division of Mines and Geology, 1998, Seismic Hazard Evaluation of the Mount Wilson 7.5-Minute Quadrangle, Los Angeles County, California, Open File Report 98-21. California Division of Oil, Gas and Geothermal Resources, 2018, Division of Oil, Gas, and Geothermal Resources Well Finder, http://maps.conservation.ca.gov.doggr/index.html#close. California Geological Survey, 2018a, Earthquake Fault Zones, A Guide for Government Agencies, Property Owners/Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California, Special Publication 42, Revised 2018. California Geological Survey, 2018b, CGS Information Warehouse, Regulatory Map Portal, http://maps.conservation.ca.gov/cgs/informationwarehouse/index.html?map=regulatorymaps. California Geological Survey, 2017, Zones of Required Investigations, Mount Wilson Quadrangle, Revised Official Map, dated June 15, 2017. California Geological Survey, 2016, The Raymond Fault in the Mt. Wilson and El Monte Quadrangles, Los Angeles County, California, Fault Evaluation Report FER-264, by Jerome A. Treiman, dated December 7, 2016. California Geological Survey, 2010, Geologic Compilation of Quaternary Surficial Deposits in Southern California, San Gabriel River Hydrogeologic Unit, A Project for the Department of Water Resources by the California Geological Survey, Plate 15, CGS Special Report 217, dated July 2010. Crook, R., Jr., Allen, C. R., Kamb, B., Payne, C. M., and Proctor, R. J., 1987, Recent Reverse Faulting in the Transverse Ranges, California, U.S. Geological Survey Professional Paper 1339. FEMA, 2018, Online Flood Hazard Maps, Flood Insurance Rate Map, Los Angeles County, California and Unincorporated Areas, Map Number 06037C1400F, Date Accessed: July 23, 2018, http://www.esri.com/hazards/index.html. Jennings, C. W. and Bryant, W. A., 2010, Fault Activity Map of California, California Geological Survey Geologic Data Map No. 6. Leighton and Associates, Inc., 1990, Technical Appendix to the Safety Element of the Los Angeles County General Plan, Hazard Reduction in Los Angeles County. Los Angeles County Department of Public Works, 2018a, Ground Water Wells Website, http://dpw2.co.la.ca.us/website/wells/viewer.asp. Geocon Project No. A9805-06-01 August 2, 2018 Los Angeles County Department of Public Works, 2018b, Flood Zone Determination Website, http://dpw.lacounty.gov/apps/wmd/floodzone/map.htm. Toppozada, T., Branum, D., Petersen, M, Hallstrom, C., and Reichle, M., 2000, Epicenters and Areas Damaged by M> 5 California Earthquakes, 1800 – 1999, California Geological Survey, Map Sheet 49. Ziony, J. I., and Jones, L. M., 1989, Map Showing Late Quaternary Faults and 1978–1984 Seismicity of the Los Angeles Region, California, U.S. Geological Survey Miscellaneous Field Studies Map MF-1964. REFERENCE: U.S.G.S. TOPOGRAPHIC MAPS, 7.5 MINUTE SERIES, MOUNT WILSON, CA QUADRANGLE FIG. 1 VICINITY MAP PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: SFKDRAFTED BY: RSM PROJECT NO. A9805-06-01AUGUST 2018 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE SITE FIG. 2SITE PLANPHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALSCHECKED BY: SFKDRAFTED BY: RSMPROJECT NO. A9805-06-01AUGUST 2018117 & 129 EAST HUNTINGTON DRIVEARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUEB6B4B1B2B3B50100'50'LEGENDBoring Location and NumberB1Limits of Proposed ProjectLimits of Existing on Site StructuresProposed Five-Story Mixed-Use Structure over One Level of Subterranean ParkingWHEELER AVENUE NO SCALE SITEFIG. 301224 MilesGeologic Time ScaleFaultFrequency of DescriptionPresent (Approx.)MovementOn LandOffshore20011,700700,0004.5 billion(Age of Earth)Pre-QuaternaryLate QuaternaryHistoricHolocenePleistoceneSymbolDisplacement during histoic time (e.g. San Andreas fault 1906). Includes areas of known fault creepFault cuts strata of Late Pleistocene age.Fault offsets seafloor sediments or strata of Holocene age. Fault cuts strata of Quaternary age.Fault cuts strata of Pliocene or older age.Early QuaternaryYears Before?Displacement during Holocene time.Faults without recognized Quaternary displacement or showing evidence of noFaults showing evidence of displacement during late Quaternary time.Undivided Quaternary faults - most faults in this category show evidence of displacement during the last 1,600,000 years; possible exceptions are faults whichdisplace rocks of undifferentiated Plio-Pleistocene age.displacement or showing evidence of no displacement during Quaternary time.Quaternary*Quaternary now recognized as extending to 2.6 Ma (Walker and Geissman, 2009). Quaternary faults in the map were established using the pervious 1.6 Ma criterion???1,600,000Reference: Jennings, C.W. and Bryant, W. A., 2010, Fault Activity Map of California, California Geological Survey Geologic Data Map No. 6.Not necessarily inactive.REGIONAL FAULT MAPPHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALSDRAFTED BY: RACHECKED BY: SFKPROJECT NO. A9805-06-01AUGUST 2018117 & 129 EAST HUNTINGTON DRIVEARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE? SITELATITUDE: 33.960794LONGTITUDE: -118.249424FIG. 402040MilesReference: Toppozada, T., Branum, D., Petersen, M., Hallstrom, C., Cramer, C., and Reichle, M., 2000,Epicenters and Areas Damaged by M>5 California Earthquakes, 1800 - 1999, CaliforniaGeological Survey, Map Sheet 49.REGIONAL SEISMICITY MAPPHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALSDRAFTED BY: RACHECKED BY: SFKPROJECT NO. A9805-06-01AUGUST 2018117 & 129 EAST HUNTINGTON DRIVEARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE RETAINING WALL PRESSURE CALCULATION PROJECT NO. A9805-06-01AUGUST 2018 PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM FIG. 5 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE 3/4" CRUSHEDROCK MIRAFI 140N OR EQUIVALENTFILTER FABRIC ENVELOPE 4" DIA. PERFORATED ABSOR ADS PIPE - EXTEND TO RETAININGWALL DRAINAGE SYSTEM WATERPROOFWALL PROPERLYCOMPACTEDBACKFILL GROUND SURFACE FOUNDATION NO SCALE RETAINING WALL DRAIN DETAIL PROJECT NO. A9805-06-01AUGUST 2018 PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM FIG. 6 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE RETAININGWALL NO SCALE FOUNDATION PROPERLYCOMPACTEDBACKFILL GROUND SURFACE 18" WATER PROOFINGBY ARCHITECT DRAINAGE PANEL (J-DRAIN 1000OR EQUIVALENT) APPROVED PIPE EXTENDED TOSUBDRAIN (1 CU. FT./FT.) FILTER FABRIC ENVELOPE 3/4" CRUSHED ROCK OR BURLAP ROCK-POCKET T O S U B D R A I N RETAINING WALL DRAIN DETAIL PROJECT NO. A9805-06-01AUGUST 2018 PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM FIG. 7 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE SHORING WALL PRESSURE CALCULATION PROJECT NO. A9805-06-01AUGUST 2018 PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM FIG. 8 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE Date: Boring/Test Number: Project Number: Diameter of Boring: 8 inches Project Location: Diameter of Casing: 2 inches Earth Description: Depth of Boring: 25 feet Tested By: Depth to Invert of BMP: 15 feet Liquid Description: Depth to Water Table: 60 feet Measurement Method: Depth to Initial Water Depth (d1): 180 inches Start Time for Pre-Soak: Water Remaining in Boring (Y/N): Start Time for Standard: Standard Time Interval Between Readings: 10 min Reading Number Time Start (hh:mm) Time End (hh:mm) Elapsed Time time (min) Water Drop During Standard Time Interval, ∆d (in) 1 3:00 PM 3:10 PM 10 32.4 2 3:10 PM 3:20 PM 10 30.0 3 3:20 PM 3:30 PM 10 30.0 4 3:30 PM 3:40 PM 10 30.0 5 3:40 PM 3:50 PM 10 30.0 6 3:50 PM 4:00 PM 10 30.0 7 4:00 PM 4:10 PM 10 30.0 8 4:10 PM 4:20 PM 10 30.0 * Calculations Below Based on Stabilized Readings Only Boring Radius, r: 4 inches Test Section Height, h: 120.0 inches A = 3066 in2 Reading 6 V = 1508 in3 Percolation Rate = 2.95 inches/hour Reading 7 V = 1508 in3 Percolation Rate = 2.95 inches/hour Reading 8 V = 1508 in3 Percolation Rate = 2.95 inches/hour Measured Percolation Rate = 2.95 inches/hour Reduction Factors Boring Percolation Test, RFt = 2 Site Variability, RFv = 1 Total Reduction Factor = 2 Long Term Siltation, RFs = 1 Design Infiltration Rate Design Infiltration Rate = 1.48 inches/hour BORING PERCOLATION TEST FIELD LOG A9805-06-01 SW Clear Clean Tap Water Sounder Arcadia, CA MEASURED PERCOLATION RATE & DESIGN INFILTRATION RATE CALCULATIONS* 3:00 PM Boring B5 Yes RSM Tuesday, July 03, 2018 11:00 AM 6, 7, and 8 Soil Description Notes Comments Stabilized Readings Achieved with Readings ܶ݁ݏݐ ܵ݁ܿݐ݅݋݊ ܵݑݎ݂ܽܿ݁ ܣݎ݁ܽ,ܣ ൌ 2ߨݎ݄ ൅ ߨݎ ଶ ܦ݅ݏ݄ܿܽݎ݃݁݀ ܹܽݐ݁ݎ ܸ݋݈ݑ݉݁,ܸ ൌ ߨݎ ଶΔd ܲ݁ݎܿ݋݈ܽݐ݅݋݊ ܴܽݐ݁ ൌ ܸܣ⁄ ∆ܶ ܦ݁ݏ݅݃݊ ܫ݂݈݊݅ݐݎܽݐ݅݋݊ ܴܽݐ݁ ൌ ܯ݁ܽݏݑݎ݁݀ ܲ݁ݎܿ݋݈ܽݐ݅݋݊ ܴܽݐ݁ /ܴܨ ܶ݋ݐ݈ܽ ܴ݁݀ݑܿݐ݅݋݊ ܨܽܿݐ݋ݎ,ܴܨ ൌ ܴܨ௧ ൈܴܨ௩ ൈܴܨ௦ FIGURE 9 Client : New World Int.File No. :A9805-06-01Boring : 1TECHNICAL ENGINEERING AND DESIGN GUIDES AS ADAPTED FROM THE US ARMY CORPS OF ENGINEERS, NO. 9EVALUATION OF EARTHQUAKE-INDUCED SETTLEMENTS IN DRY SANDY SOILSDESIGN EARTHQUAKEDE EARTHQUAKE INFORMATION:Earthquake Magnitude:6.70Peak Horiz. Acceleration (g):0.634 Fig 4.1 Fig 4.2 Fig 4.4Depth of Thickness Depth of Soil Overburden Mean Effective Average Correction Relative Correction Maximum Volumetric Number of Corrected EstimatedBase of of Layer Mid-point of Unit Weight Pressure at Pressure at Cyclic Shear Field Factor Density Factor Corrected rd Shear Mod. [yeff]*[Geff]yeff Strain M7.5 Strain Cycles Vol. Strains SettlementStrata (ft) (ft) Layer (ft) (pcf) Mid-point (tsf) Mid-point (tsf) Stress [Tav] SPT [N] [Cer] [Dr] (%) [Cn] [N1]60 Factor [Gmax] (tsf) [Gmax] Shear Strain [yeff]*100% [E15} (%) [Nc] [Ec] [S] (inches)1.0 1.0 0.5 120.0 0.03 0.02 0.012 8 1.25 64.8 1.7 17.6 1.0 164.830 7.43E-05 1.40E-04 0.014 1.63E-02 8.6310 1.27E-02 0.002.0 1.0 1.5 120.0 0.09 0.06 0.037 8 1.25 64.8 1.7 17.6 1.0 285.493 1.26E-04 2.30E-04 0.023 2.68E-02 8.6310 2.09E-02 0.003.0 1.0 2.5 120.0 0.15 0.10 0.062 8 1.25 64.8 1.7 17.6 1.0 368.570 1.60E-04 1.70E-04 0.017 1.98E-02 8.6310 1.55E-02 0.004.0 1.0 3.5 120.0 0.21 0.14 0.086 8 1.25 64.8 1.7 17.6 1.0 436.098 1.85E-04 1.70E-04 0.017 1.98E-02 8.6310 1.55E-02 0.005.0 1.0 4.5 120.0 0.27 0.18 0.111 10 1.25 67.4 1.7 22.0 1.0 532.672 1.91E-04 1.70E-04 0.017 1.52E-02 8.6310 1.18E-02 0.006.0 1.0 5.5 120.0 0.33 0.22 0.136 10 1.25 67.4 1.7 22.0 1.0 588.891 2.08E-04 4.50E-04 0.045 4.02E-02 8.6310 3.13E-02 0.007.0 1.0 6.5 120.0 0.39 0.26 0.160 18 1.25 86.6 1.6 38.1 1.0 768.878 1.84E-04 1.50E-04 0.015 6.92E-03 8.6310 5.40E-03 0.008.0 1.0 7.5 120.0 0.45 0.30 0.184 18 1.25 86.6 1.5 35.5 1.0 806.443 1.99E-04 1.50E-04 0.015 7.54E-03 8.6310 5.88E-03 0.009.0 1.0 8.5 120.0 0.51 0.34 0.209 18 1.25 86.6 1.4 33.3 1.0 840.800 2.12E-04 4.50E-04 0.045 2.44E-02 8.6310 1.90E-02 0.0010.0 1.0 9.5 120.0 0.57 0.38 0.233 15 1.25 76.0 1.4 26.3 1.0 821.108 2.39E-04 4.50E-04 0.045 3.25E-02 8.6310 2.53E-02 0.0011.0 1.0 10.5 120.0 0.63 0.42 0.257 15 1.25 76.0 1.3 25.0 1.0 848.964 2.51E-04 4.50E-04 0.045 3.45E-02 8.6310 2.69E-02 0.0112.0 1.0 11.5 120.0 0.69 0.46 0.281 22 1.25 88.7 1.2 35.0 0.9 994.266 2.30E-04 4.50E-04 0.045 2.30E-02 8.6310 1.79E-02 0.0013.0 1.0 12.5 120.0 0.75 0.50 0.304 22 1.25 88.7 1.2 33.6 0.9 1022.288 2.39E-04 3.70E-04 0.037 1.99E-02 8.6310 1.55E-02 0.0014.0 1.0 13.5 120.0 0.81 0.54 0.328 22 1.25 88.7 1.1 32.3 0.9 1048.852 2.47E-04 3.70E-04 0.037 2.08E-02 8.6310 1.62E-02 0.0015.0 1.0 14.5 120.0 0.87 0.58 0.351 16 1.25 71.9 1.1 24.4 0.9 989.644 2.76E-04 3.70E-04 0.037 2.92E-02 8.6310 2.27E-02 0.0116.0 1.0 15.5 120.0 0.93 0.62 0.374 16 1.25 71.9 1.1 23.6 0.9 1011.891 2.84E-04 3.70E-04 0.037 3.04E-02 8.6310 2.37E-02 0.0117.0 1.0 16.5 120.0 0.99 0.66 0.397 16 1.25 71.9 1.0 22.9 0.9 1033.200 2.91E-04 3.70E-04 0.037 3.15E-02 8.6310 2.46E-02 0.0118.0 1.0 17.5 120.0 1.05 0.70 0.420 16 1.25 71.9 1.0 22.2 0.9 1053.664 2.98E-04 3.70E-04 0.037 3.27E-02 8.6310 2.55E-02 0.0119.0 1.0 18.5 120.0 1.11 0.74 0.443 16 1.25 71.9 1.0 21.6 0.9 1073.364 3.04E-04 7.10E-04 0.071 6.48E-02 8.6310 5.05E-02 0.0120.0 1.0 19.5 120.0 1.17 0.78 0.465 29 1.25 89.9 0.9 42.3 0.9 1378.863 2.45E-04 3.70E-04 0.037 1.51E-02 8.6310 1.17E-02 0.0021.0 1.0 20.5 120.0 1.23 0.82 0.487 29 1.25 89.9 0.9 41.2 0.9 1402.042 2.49E-04 3.70E-04 0.037 1.55E-02 8.6310 1.21E-02 0.0022.0 1.0 21.5 120.0 1.29 0.86 0.508 29 1.25 89.9 0.9 40.3 0.9 1424.478 2.53E-04 3.70E-04 0.037 1.60E-02 8.6310 1.25E-02 0.0023.0 1.0 22.5 120.0 1.35 0.90 0.530 29 1.25 89.9 0.9 39.4 0.9 1446.230 2.56E-04 3.70E-04 0.037 1.64E-02 8.6310 1.28E-02 0.0024.0 1.0 23.5 120.0 1.41 0.94 0.551 29 1.25 89.9 0.9 38.5 0.9 1467.345 2.60E-04 3.70E-04 0.037 1.68E-02 8.6310 1.31E-02 0.0025.0 1.0 24.5 120.0 1.47 0.98 0.572 25 1.25 78.2 0.8 34.7 0.9 1447.190 2.70E-04 3.70E-04 0.037 1.91E-02 8.6310 1.49E-02 0.0026.0 1.0 25.5 120.0 1.53 1.03 0.592 25 1.25 78.2 0.8 34.0 0.9 1466.617 2.73E-04 3.00E-04 0.030 1.59E-02 8.6310 1.24E-02 0.0027.0 1.0 26.5 120.0 1.59 1.07 0.613 25 1.25 78.2 0.8 33.4 0.9 1485.544 2.76E-04 3.00E-04 0.030 1.62E-02 8.6310 1.27E-02 0.0028.0 1.0 27.5 120.0 1.65 1.11 0.632 25 1.25 74.7 0.8 34.0 0.9 1522.950 2.75E-04 3.00E-04 0.030 1.59E-02 8.6310 1.24E-02 0.0029.0 1.0 28.5 120.0 1.71 1.15 0.652 100 1.25 149.3 0.8 133.7 0.9 2446.487 1.75E-04 1.30E-04 0.013 1.33E-03 8.6310 1.04E-03 0.0030.0 1.0 29.5 120.0 1.77 1.19 0.671 100 1.25 149.3 0.8 131.4 0.9 2474.773 1.76E-04 1.30E-04 0.013 1.36E-03 8.6310 1.06E-03 0.0031.0 1.0 30.5 120.0 1.83 1.23 0.690 100 1.25 149.3 0.8 129.2 0.9 2502.426 1.77E-04 1.30E-04 0.013 1.39E-03 8.6310 1.08E-03 0.0032.0 1.0 31.5 120.0 1.89 1.27 0.709 100 1.25 149.3 0.7 127.2 0.9 2529.481 1.78E-04 1.30E-04 0.013 1.41E-03 8.6310 1.10E-03 0.0033.0 1.0 32.5 120.0 1.95 1.31 0.727 100 1.25 149.3 0.7 125.2 0.9 2555.970 1.79E-04 1.30E-04 0.013 1.44E-03 8.6310 1.12E-03 0.0034.0 1.0 33.5 120.0 2.01 1.35 0.745 100 1.25 149.3 0.7 123.3 0.8 2581.921 1.80E-04 1.30E-04 0.013 1.47E-03 8.6310 1.14E-03 0.0035.0 1.0 34.5 120.0 2.07 1.39 0.763 31 1.25 78.1 0.7 38.0 0.8 1769.438 2.67E-04 3.00E-04 0.030 1.39E-02 8.6310 1.08E-02 0.0036.0 1.0 35.5 120.0 2.13 1.43 0.780 31 1.25 78.1 0.7 37.4 0.8 1786.372 2.68E-04 3.00E-04 0.030 1.41E-02 8.6310 1.10E-02 0.0037.0 1.0 36.5 120.0 2.19 1.47 0.797 31 1.25 78.1 0.7 36.9 0.8 1802.990 2.69E-04 3.00E-04 0.030 1.44E-02 8.6310 1.12E-02 0.0038.0 1.0 37.5 120.0 2.25 1.51 0.813 31 1.25 78.1 0.7 36.4 0.8 1819.308 2.70E-04 3.00E-04 0.030 1.46E-02 8.6310 1.14E-02 0.0039.0 1.0 38.5 120.0 2.31 1.55 0.829 31 1.25 78.1 0.7 35.9 0.8 1835.337 2.71E-04 3.00E-04 0.030 1.48E-02 8.6310 1.16E-02 0.0040.0 1.0 39.5 120.0 2.37 1.59 0.845 35 1.25 79.2 0.7 40.1 0.8 1927.511 2.61E-04 3.00E-04 0.030 1.30E-02 8.6310 1.02E-02 0.0041.0 1.0 40.5 120.0 2.43 1.63 0.861 35 1.25 79.2 0.7 39.6 0.8 1943.641 2.61E-04 3.00E-04 0.030 1.32E-02 8.6310 1.03E-02 0.0042.0 1.0 41.5 120.0 2.49 1.67 0.876 35 1.25 79.2 0.6 39.1 0.8 1959.509 2.62E-04 3.00E-04 0.030 1.34E-02 8.6310 1.05E-02 0.0043.0 1.0 42.5 120.0 2.55 1.71 0.891 35 1.25 79.2 0.6 38.6 0.8 1975.123 2.62E-04 3.00E-04 0.030 1.36E-02 8.6310 1.06E-02 0.0044.0 1.0 43.5 120.0 2.61 1.75 0.905 35 1.25 79.2 0.6 38.2 0.8 1990.494 2.63E-04 3.00E-04 0.030 1.38E-02 8.6310 1.08E-02 0.0045.0 1.0 44.5 120.0 2.67 1.79 0.919 43 1.25 84.1 0.6 46.4 0.8 2148.084 2.45E-04 3.00E-04 0.030 1.09E-02 8.6310 8.53E-03 0.0046.0 1.0 45.5 120.0 2.73 1.83 0.933 43 1.25 84.1 0.6 45.9 0.8 2164.056 2.46E-04 3.00E-04 0.030 1.11E-02 8.6310 8.64E-03 0.0047.0 1.0 46.5 120.0 2.79 1.87 0.946 43 1.25 84.1 0.6 45.4 0.8 2179.795 2.46E-04 3.00E-04 0.030 1.12E-02 8.6310 8.75E-03 0.0048.0 1.0 47.5 120.0 2.85 1.91 0.959 43 1.25 84.1 0.6 44.9 0.8 2195.310 2.46E-04 3.00E-04 0.030 1.14E-02 8.6310 8.87E-03 0.0049.0 1.0 48.5 120.0 2.91 1.95 0.971 43 1.25 84.1 0.6 44.4 0.8 2210.609 2.46E-04 3.00E-04 0.030 1.15E-02 8.6310 8.98E-03 0.0050.0 1.0 49.5 120.0 2.97 1.99 0.984 100 1.25 123.4 0.6 102.3 0.8 2948.788 1.86E-04 1.30E-04 0.013 1.83E-03 8.6310 1.43E-03 0.00TOTAL SETTLEMENT = 0.12Figure 10 Client : New World Int.File No. :A9805-06-01Boring : 1TECHNICAL ENGINEERING AND DESIGN GUIDES AS ADAPTED FROM THE US ARMY CORPS OF ENGINEERS, NO. 9EVALUATION OF EARTHQUAKE-INDUCED SETTLEMENTS IN DRY SANDY SOILSMAXIMUM CONSIDERED EARTHQUAKEMCE EARTHQUAKE INFORMATION:Earthquake Magnitude: 6.68Peak Horiz. Acceleration (g): 0.951 Fig 4.1 Fig 4.2 Fig 4.4Depth of Thickness Depth of Soil Overburden Mean Effective Average Correction Relative Correction Maximum Volumetric Number of Corrected EstimatedBase of of Layer Mid-point of Unit Weight Pressure at Pressure at Cyclic Shear Field Factor Density Factor Corrected rd Shear Mod. [yeff]*[Geff]yeff Strain M7.5 Strain Cycles Vol. Strains SettlementStrata (ft) (ft) Layer (ft) (pcf) Mid-point (tsf) Mid-point (tsf) Stress [Tav] SPT [N] [Cer] [Dr] (%) [Cn] [N1]60 Factor [Gmax] (tsf) [Gmax] Shear Strain [yeff]*100% [E15} (%) [Nc] [Ec] [S] (inches)1.0 1.0 0.5 120.0 0.03 0.02 0.019 8 1.25 64.8 1.7 17.6 1.0 164.830 1.11E-04 2.30E-04 0.023 2.68E-02 8.4928 2.08E-02 0.002.0 1.0 1.5 120.0 0.09 0.06 0.056 8 1.25 64.8 1.7 17.6 1.0 285.493 1.89E-04 2.30E-04 0.023 2.68E-02 8.4928 2.08E-02 0.003.0 1.0 2.5 120.0 0.15 0.10 0.093 8 1.25 64.8 1.7 17.6 1.0 368.570 2.39E-04 8.10E-04 0.081 9.45E-02 8.4928 7.31E-02 0.004.0 1.0 3.5 120.0 0.21 0.14 0.130 8 1.25 64.8 1.7 17.6 1.0 436.098 2.78E-04 8.10E-04 0.081 9.45E-02 8.4928 7.31E-02 0.005.0 1.0 4.5 120.0 0.27 0.18 0.167 10 1.25 67.4 1.7 22.0 1.0 532.672 2.87E-04 8.10E-04 0.081 7.23E-02 8.4928 5.59E-02 0.006.0 1.0 5.5 120.0 0.33 0.22 0.203 10 1.25 67.4 1.7 22.0 1.0 588.891 3.11E-04 1.00E-03 0.100 8.92E-02 8.4928 6.91E-02 0.007.0 1.0 6.5 120.0 0.39 0.26 0.240 18 1.25 86.6 1.6 38.1 1.0 768.878 2.76E-04 4.50E-04 0.045 2.08E-02 8.4928 1.61E-02 0.008.0 1.0 7.5 120.0 0.45 0.30 0.277 18 1.25 86.6 1.5 35.5 1.0 806.443 2.98E-04 4.50E-04 0.045 2.26E-02 8.4928 1.75E-02 0.009.0 1.0 8.5 120.0 0.51 0.34 0.313 18 1.25 86.6 1.4 33.3 1.0 840.800 3.19E-04 1.00E-03 0.100 5.42E-02 8.4928 4.20E-02 0.0010.0 1.0 9.5 120.0 0.57 0.38 0.349 15 1.25 76.0 1.4 26.3 1.0 821.108 3.58E-04 1.00E-03 0.100 7.21E-02 8.4928 5.58E-02 0.0011.0 1.0 10.5 120.0 0.63 0.42 0.385 15 1.25 76.0 1.3 25.0 1.0 848.964 3.76E-04 1.00E-03 0.100 7.66E-02 8.4928 5.93E-02 0.0112.0 1.0 11.5 120.0 0.69 0.46 0.421 22 1.25 88.7 1.2 35.0 0.9 994.266 3.45E-04 1.00E-03 0.100 5.11E-02 8.4928 3.95E-02 0.0113.0 1.0 12.5 120.0 0.75 0.50 0.456 22 1.25 88.7 1.2 33.6 0.9 1022.288 3.58E-04 7.10E-04 0.071 3.81E-02 8.4928 2.95E-02 0.0114.0 1.0 13.5 120.0 0.81 0.54 0.492 22 1.25 88.7 1.1 32.3 0.9 1048.852 3.71E-04 7.10E-04 0.071 3.99E-02 8.4928 3.09E-02 0.0115.0 1.0 14.5 120.0 0.87 0.58 0.527 16 1.25 71.9 1.1 24.4 0.9 989.644 4.14E-04 1.20E-03 0.120 9.46E-02 8.4928 7.32E-02 0.0216.0 1.0 15.5 120.0 0.93 0.62 0.561 16 1.25 71.9 1.1 23.6 0.9 1011.891 4.26E-04 1.20E-03 0.120 9.85E-02 8.4928 7.62E-02 0.0217.0 1.0 16.5 120.0 0.99 0.66 0.596 16 1.25 71.9 1.0 22.9 0.9 1033.200 4.36E-04 1.20E-03 0.120 1.02E-01 8.4928 7.91E-02 0.0218.0 1.0 17.5 120.0 1.05 0.70 0.630 16 1.25 71.9 1.0 22.2 0.9 1053.664 4.46E-04 1.20E-03 0.120 1.06E-01 8.4928 8.20E-02 0.0219.0 1.0 18.5 120.0 1.11 0.74 0.663 16 1.25 71.9 1.0 21.6 0.9 1073.364 4.55E-04 1.20E-03 0.120 1.09E-01 8.4928 8.48E-02 0.0220.0 1.0 19.5 120.0 1.17 0.78 0.697 29 1.25 89.9 0.9 42.3 0.9 1378.863 3.67E-04 7.10E-04 0.071 2.89E-02 8.4928 2.24E-02 0.0121.0 1.0 20.5 120.0 1.23 0.82 0.730 29 1.25 89.9 0.9 41.2 0.9 1402.042 3.73E-04 7.10E-04 0.071 2.98E-02 8.4928 2.31E-02 0.0122.0 1.0 21.5 120.0 1.29 0.86 0.762 29 1.25 89.9 0.9 40.3 0.9 1424.478 3.79E-04 7.10E-04 0.071 3.07E-02 8.4928 2.37E-02 0.0123.0 1.0 22.5 120.0 1.35 0.90 0.794 29 1.25 89.9 0.9 39.4 0.9 1446.230 3.85E-04 7.10E-04 0.071 3.15E-02 8.4928 2.44E-02 0.0124.0 1.0 23.5 120.0 1.41 0.94 0.826 29 1.25 89.9 0.9 38.5 0.9 1467.345 3.89E-04 7.10E-04 0.071 3.23E-02 8.4928 2.50E-02 0.0125.0 1.0 24.5 120.0 1.47 0.98 0.857 25 1.25 78.2 0.8 34.7 0.9 1447.190 4.05E-04 1.20E-03 0.120 6.19E-02 8.4928 4.79E-02 0.0126.0 1.0 25.5 120.0 1.53 1.03 0.888 25 1.25 78.2 0.8 34.0 0.9 1466.617 4.09E-04 8.10E-04 0.081 4.28E-02 8.4928 3.31E-02 0.0127.0 1.0 26.5 120.0 1.59 1.07 0.918 25 1.25 78.2 0.8 33.4 0.9 1485.544 4.13E-04 8.10E-04 0.081 4.38E-02 8.4928 3.39E-02 0.0128.0 1.0 27.5 120.0 1.65 1.11 0.948 25 1.25 74.7 0.8 34.0 0.9 1522.950 4.12E-04 8.10E-04 0.081 4.28E-02 8.4928 3.31E-02 0.0129.0 1.0 28.5 120.0 1.71 1.15 0.978 100 1.25 149.3 0.8 133.7 0.9 2446.487 2.62E-04 3.00E-04 0.030 3.07E-03 8.4928 2.38E-03 0.0030.0 1.0 29.5 120.0 1.77 1.19 1.007 100 1.25 149.3 0.8 131.4 0.9 2474.773 2.64E-04 3.00E-04 0.030 3.13E-03 8.4928 2.43E-03 0.0031.0 1.0 30.5 120.0 1.83 1.23 1.035 100 1.25 149.3 0.8 129.2 0.9 2502.426 2.65E-04 3.00E-04 0.030 3.20E-03 8.4928 2.47E-03 0.0032.0 1.0 31.5 120.0 1.89 1.27 1.063 100 1.25 149.3 0.7 127.2 0.9 2529.481 2.67E-04 3.00E-04 0.030 3.26E-03 8.4928 2.52E-03 0.0033.0 1.0 32.5 120.0 1.95 1.31 1.090 100 1.25 149.3 0.7 125.2 0.9 2555.970 2.69E-04 3.00E-04 0.030 3.32E-03 8.4928 2.57E-03 0.0034.0 1.0 33.5 120.0 2.01 1.35 1.117 100 1.25 149.3 0.7 123.3 0.8 2581.921 2.70E-04 3.00E-04 0.030 3.38E-03 8.4928 2.62E-03 0.0035.0 1.0 34.5 120.0 2.07 1.39 1.143 31 1.25 78.1 0.7 38.0 0.8 1769.438 4.00E-04 5.20E-04 0.052 2.41E-02 8.4928 1.86E-02 0.0036.0 1.0 35.5 120.0 2.13 1.43 1.169 31 1.25 78.1 0.7 37.4 0.8 1786.372 4.01E-04 8.10E-04 0.081 3.82E-02 8.4928 2.96E-02 0.0137.0 1.0 36.5 120.0 2.19 1.47 1.195 31 1.25 78.1 0.7 36.9 0.8 1802.990 4.03E-04 8.10E-04 0.081 3.88E-02 8.4928 3.00E-02 0.0138.0 1.0 37.5 120.0 2.25 1.51 1.219 31 1.25 78.1 0.7 36.4 0.8 1819.308 4.04E-04 8.10E-04 0.081 3.94E-02 8.4928 3.05E-02 0.0139.0 1.0 38.5 120.0 2.31 1.55 1.244 31 1.25 78.1 0.7 35.9 0.8 1835.337 4.06E-04 8.10E-04 0.081 4.01E-02 8.4928 3.10E-02 0.0140.0 1.0 39.5 120.0 2.37 1.59 1.267 35 1.25 79.2 0.7 40.1 0.8 1927.511 3.91E-04 5.20E-04 0.052 2.26E-02 8.4928 1.75E-02 0.0041.0 1.0 40.5 120.0 2.43 1.63 1.290 35 1.25 79.2 0.7 39.6 0.8 1943.641 3.91E-04 5.20E-04 0.052 2.29E-02 8.4928 1.77E-02 0.0042.0 1.0 41.5 120.0 2.49 1.67 1.313 35 1.25 79.2 0.6 39.1 0.8 1959.509 3.92E-04 5.20E-04 0.052 2.33E-02 8.4928 1.80E-02 0.0043.0 1.0 42.5 120.0 2.55 1.71 1.335 35 1.25 79.2 0.6 38.6 0.8 1975.123 3.93E-04 5.20E-04 0.052 2.36E-02 8.4928 1.83E-02 0.0044.0 1.0 43.5 120.0 2.61 1.75 1.357 35 1.25 79.2 0.6 38.2 0.8 1990.494 3.94E-04 5.20E-04 0.052 2.39E-02 8.4928 1.85E-02 0.0045.0 1.0 44.5 120.0 2.67 1.79 1.378 43 1.25 84.1 0.6 46.4 0.8 2148.084 3.68E-04 5.20E-04 0.052 1.90E-02 8.4928 1.47E-02 0.0046.0 1.0 45.5 120.0 2.73 1.83 1.398 43 1.25 84.1 0.6 45.9 0.8 2164.056 3.68E-04 5.20E-04 0.052 1.92E-02 8.4928 1.49E-02 0.0047.0 1.0 46.5 120.0 2.79 1.87 1.418 43 1.25 84.1 0.6 45.4 0.8 2179.795 3.69E-04 5.20E-04 0.052 1.95E-02 8.4928 1.51E-02 0.0048.0 1.0 47.5 120.0 2.85 1.91 1.437 43 1.25 84.1 0.6 44.9 0.8 2195.310 3.69E-04 5.20E-04 0.052 1.97E-02 8.4928 1.53E-02 0.0049.0 1.0 48.5 120.0 2.91 1.95 1.456 43 1.25 84.1 0.6 44.4 0.8 2210.609 3.69E-04 5.20E-04 0.052 2.00E-02 8.4928 1.54E-02 0.0050.0 1.0 49.5 120.0 2.97 1.99 1.475 100 1.25 123.4 0.6 102.3 0.8 2948.788 2.79E-04 3.00E-04 0.030 4.23E-03 8.4928 3.28E-03 0.00TOTAL SETTLEMENT = 0.27Figure 11 APPENDIX A Geocon Project No. A9805-06-01 August 2, 2018 APPENDIX A FIELD INVESTIGATION The site was explored on July 3 2018, by excavating six 8-inch diameter borings to depths ranging from approximately 25½ to 50½ feet below the existing ground surface utilizing a truck-mounted hollow-stem auger drilling machine. Representative and relatively undisturbed samples were obtained by driving a 3 inch, O. D., California Modified Sampler into the “undisturbed” soil mass with blows from a 140-pound auto-hammer falling 30 inches. The California Modified Sampler was equipped with 1-inch high by 2 3/8-inch diameter brass sampler rings to facilitate soil removal and testing. Bulk samples were also obtained. The soil conditions encountered in the borings were visually examined, classified and logged in general accordance with the Unified Soil Classification System (USCS). The logs of the borings are presented on Figures A1 through A6. The logs depict the soil and geologic conditions encountered and the depth at which samples were obtained. The logs also include our interpretation of the conditions between sampling intervals. Therefore, the logs contain both observed and interpreted data. We determined the lines designating the interface between soil materials on the logs using visual observations, penetration rates, excavation characteristics and other factors. The transition between materials may be abrupt or gradual. Where applicable, the boring logs were revised based on subsequent laboratory testing. The location of the borings are shown on Figure 2. AC: 3" AB: 3" ALLUVIUM Sand, well graded, loose, moist, white and light gray, fine- to coarse-grained. - medium dense - some fine subangular gravel Silty Sand, medium dense, moist, brown, fine- to medium-grianed. Sand, well graded, very dense, moist, white and gray, fine to coarse subangular gravel (to 1"). 1.7 1.8 2.4 2.7 14.7 1.8 1.5 7.4 1.6 SW SM SW B1@2.5' B1@5.5' B1@7.5' B1@10' B1@12' B1@15' B1@20' B1@25' B1@29' 12 15 27 23 33 24 43 38 50 (2") 113.2 110.2 109.7 108.4 99.6 105.1 116.3 116.2 125.8 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 1 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A1, Log of Boring 1, Page 1 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 - medium dense - dense - very dense Total depth of boring: 50 feet No fill. No groundwater encountered. Backfilled with cuttings. Patched with quickcrete. *Penetration resistance for 140-pound hammer falling 30 inches by auto-hammer. 2.7 1.9 4.5 1.9 SW B1@35' B1@40' B1@45' B1@49.5' 47 52 65 50 (6") 111.5 118.7 115.6 93.9 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 30 32 34 36 38 40 42 44 46 48 50 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 1 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A1, Log of Boring 1, Page 2 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 AC: 3" ARTIFICIAL FILL Silty Sand, medium dense, moist, brown, fine- to coarse-grained. ALLUVIUM Sand, well graded, medium dense, moist, white and light gray, fine- to coarse-grained, some fine to coarse angular gravel (to 1/2"). - loose - medium dense, brown - white and light gray, some quartz fragments - brown 3.4 6.2 2.1 3.1 3.5 3.3 4.6 4.6 SW B2@2.5' B2@5' B2@7.5' B2@10' B2@12' B2@15' B2@20' B2@25' 20 35 20 13 23 34 29 42 105.9 108.6 122.9 112.6 113.5 105.4 109.9 107.9 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 2 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A2, Log of Boring 2, Page 1 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 - light brown and light gray - dense, white and light gray - very dense, light brown and light gray, subangular gravel (to 1") Total depth of boring: 39.5 feet Fill to 2.5 feet. No groundwater encountered. Backfilled with cuttings. *Penetration resistance for 140-pound hammer falling 30 inches by auto-hammer. 2.6 2.4 SW B2@30' B2@35' B2@39' 46 55 50 (6") 125.2 125.1 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 30 32 34 36 38 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 2 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A2, Log of Boring 2, Page 2 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 AC: 3" AB: 4" ARTIFICIAL FILL Silty Sand, medium dense, brown, moist. ALLUVIUM Sand, well graded, loose to medium dense, mosit, light gray, fine- to coarse-grained, fine to coarse subangular gravel (to 2"). - medium dense Silty Sand, medium dense, moist, light brown, fine- to medium-grained. 3.0 0.7 1.1 0.9 0.9 0.9 5.3 2.7 SW SM B3@3' B3@5' B3@10' B3@12' B3@15' B3@17' B3@18' B3@25' 28 17 17 33 21 50 52 49 107.1 112.4 105.1 108.2 124.3 123.1 105.4 121.2 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 3 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A3, Log of Boring 3, Page 1 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 Sand, well graded, dense, moist, white and light gray, fine- to coarse-grained. Total depth of boring: 35.5 feet Fill to 3 feet. No groundwater encountered. Backfilled with cuttings. Patched with quickcrete. *Penetration resistance for 140-pound hammer falling 30 inches by auto-hammer. 1.5 SM SW B3@30' B3@35' 50 60 118.1 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 30 32 34 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 3 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A3, Log of Boring 3, Page 2 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 AC: 3" AB: 3" ARTIFICIAL FILL Silty Sand, medium dense, moist, light brown, fine- to coarse-grained. ALLUVIUM Sand, well graded, loose, moist, white and light gray, fine- to coarse-grained, some fine subangular gravel (to 1/2"). - medium dense Clayey Sand, medium dense, moist, light brown, fine- to coarse-grained. Sand, well graded, medium dense, moist, white and light gray, fine- to coarse-grained, fine subangular gravel (to 1/2"). - dense 13.8 2.0 1.4 1.5 1.5 1.3 1.7 1.8 SW SC SW B4@2.5' B4@5' B4@7.5' B4@10' B4@12.5' B4@15' B4@20' B4@25' 17 13 39 19 30 29 39 63 97.0 105.4 127.9 110.8 105.4 116.1 110.0 115.7 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 4 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A4, Log of Boring 4, Page 1 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 - medium dense, light brown and light gray - dense, fine to coarse subangular gravel (to 1.5") Total depth of boring: 50.5 feet Fill to 4 feet. No groundwater encountered. Backfilled with cuttings. Patched with quickcrete. *Penetration resistance for 140-pound hammer falling 30 inches by auto-hammer. 7.7 1.8 3.1 3.5 3.6 SW B4@30' B4@35' B4@40' B4@45' B4@50' 47 59 54 80 78 108.5 127.6 112.3 112.0 114.6 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 30 32 34 36 38 40 42 44 46 48 50 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 4 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A4, Log of Boring 4, Page 2 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 AC: 4" ALLUVIUM Sand, well graded, medium dense, moist, white and light gray, fine- to coarse-grained, fine to coarse subangular gravel (to 1.5"). - light brown Silty Sand, medium dense, moist, light brown, fine- to medium-grained. Sand, well graded, medium dense, moist, white and light gray, fine- to coarse-grained, fine to coarse subangular gravel (to 1"). - light brown Total depth of boring: 25.5 feet No fill. No groundwater encountered. Percolation testing performed. *Penetration resistance for 140-pound hammer falling 30 inches by auto-hammer. 2.8 3.0 2.2 3.5 8.7 11.7 3.3 5.8 SW SM SW B5@2.5' B5@5' B5@7.5' B5@10' B5@12' B5@15' B5@20' B5@25' 31 27 41 19 24 19 40 44 116.9 112.8 125.8 103.7 105.6 102.5 114.9 112.0 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 0 2 4 6 8 10 12 14 16 18 20 22 24 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 5 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A5, Log of Boring 5, Page 1 of 1 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 ALLUVIUM Sand, well graded, medium dense, moist, white and light gray, fine- to coarse-grained, fine subangular gravel (to 1/2"). Silty Sand, medium dense, moist, brown, fine- to medium-grained. Sand, well graded, medium dense, moist, white and light gray, fine- to coarse-grained, fine to coarse subangular gravel (to 1/2"). - light brown and light gray 2.3 2.9 8.4 3.2 7.7 10.7 1.7 2.8 SW SM SW B6@2.5' B6@5' B6@7.5' B6@10' B6@12' B6@15' B6@20' B6@25' 20 22 24 22 22 31 38 44 108.9 108.8 111.6 118.5 99.0 109.3 114.8 116.0 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 6 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A6, Log of Boring 6, Page 1 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 - white and light gray Total depth of boring: 40.5 feet No fill. No groundwater encountered. Backfilled with cuttings. Patched with asphalt concrete. *Penetration resistance for 140-pound hammer falling 30 inches by auto-hammer. 1.9 3.4 7.3 SW B6@30' B6@35' B6@40' 43 40 46 123.0 111.6 125.8 SAMPLE NO. HOLLOW STEM AUGER ... WATER TABLE OR SEEPAGE DEPTH IN FEET ... DRIVE SAMPLE (UNDISTURBED) GEOCONMOISTUREBY: - - 30 32 34 36 38 40 A9805-06-01 BORING LOGS.GPJDRY DENSITYEQUIPMENT BORING 6 RSM (P.C.F.)DATE COMPLETED ... SAMPLING UNSUCCESSFUL ... DISTURBED OR BAG SAMPLE SOIL CLASS (USCS)GROUNDWATERSAMPLE SYMBOLS CONTENT (%)... CHUNK SAMPLE 7/3/18ELEV. (MSL.)PENETRATIONRESISTANCE(BLOWS/FT*)Figure A6, Log of Boring 6, Page 2 of 2 MATERIAL DESCRIPTIONLITHOLOGY ... STANDARD PENETRATION TEST NOTE: PROJECT NO. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. A9805-06-01 APPENDIX B Geocon Project No. A9805-06-01 August 2, 2018 APPENDIX B LABORATORY TESTING Laboratory tests were performed in accordance with generally accepted test methods of the “American Society for Testing and Materials (ASTM)”, or other suggested procedures. Selected samples were tested for direct shear strength, consolidation, corrosivity, and in-place dry density and moisture content. The results of the laboratory tests are summarized in Figures B1 through B5. The in-place dry density and moisture content of the samples tested are presented on the boring logs, Appendix A. Direct Shear, Consolidated Drained 7.0 6.0 5.0 4.0 3.0 2.0 Normal Pressure (KSF) 1.0 0 6.05.04.03.02.01.00 SAMPLE INITIAL MOISTURE (%)FINALSOIL TYPE DRY MOISTURE (%)DENSITY FIG. B1PROJECT NO. A9805-06-01 DIRECT SHEAR TEST RESULTS PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM AUGUST 2018Shear Strength (KSF)B2 @ 5' 6.2 16.1SW105.7 B1 @ 12' 4.8 23.1SW107.4 B5 @ 12' 8.2 25.6SW104.6 B6 @ 15'15.8 17.7SW109.3 B4 @ 2.5' 4.5 17.6SW105.9 B3 @ 20'5.3 14.8SW106.8 B4 @ 30'6.44 17.0SW107.2 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE Consolidation Pressure (KSF) .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 2 3 4 5 6 10 WATER ADDED AT 2 KSF 4 2 0 Percent Consolidation6 B2 @ 12' 789 4 2 0 6 4 2 0 6 FIG. B2PROJECT NO. A9805-06-01 CONSOLIDATION TEST RESULTS PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM AUGUST 2018 B1 @ 15' B5 @ 15' 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE Consolidation Pressure (KSF) .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 2 3 4 5 6 10 WATER ADDED AT 2 KSF 4 2 0 Percent Consolidation6 B3 @ 17' 789 4 2 0 6 4 2 0 6 FIG. B3PROJECT NO. A9805-06-01 CONSOLIDATION TEST RESULTS PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM AUGUST 2018 B1 @ 20' B2 @ 20' 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE Consolidation Pressure (KSF) .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 2 3 4 5 6 10 WATER ADDED AT 2 KSF 4 2 0 Percent Consolidation6 B6 @ 25' 789 4 2 0 6 4 2 0 6 FIG. B4PROJECT NO. A9805-06-01 CONSOLIDATION TEST RESULTS PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS CHECKED BY: NBDRAFTED BY: RSM AUGUST 2018 B2 @ 30' B6 @ 40' 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE SUMMARY OF LABORATORY POTENTIAL OFHYDROGEN (pH) AND RESISTIVITY TEST RESULTSCALIFORNIA TEST NO. 643 Sample No.pH SUMMARY OF LABORATORY CHLORIDE CONTENT TEST RESULTSEPA NO. 325.3 Sample No.Chloride Ion Content (%) 0.002 SUMMARY OF LABORATORY WATER SOLUBLE SULFATE TEST RESULTS Sample No.Water Soluble Sulfate (% SO ) 0.001 Sulfate Exposure* Negligible 32,000 (Mildly Corrosive) Reference: 2016 California Building Code, Section 1904 and ACI 318-11 Section 4.3.* CALIFORNIA TEST NO. 417 B2 @ 1-5' B2 @ 1-5' CORROSIVITY TEST RESULTS Resistivity (ohm centimeters) 4 7.92 DRAFTED BY: RSM CHECKED BY: NB B2 @ 1-5' 0.001 NegligibleB4 @ 20' 0.001 NegligibleB6 @ 12' FIG. B5PROJECT NO. A9805-06-01AUGUST 2018 117 & 129 EAST HUNTINGTON DRIVE ARCADIA, CALIFORNIA124, 126 & 134 WHEELER AVENUE PHONE (818) 841-8388 - FAX (818) 841-17043303 N. SAN FERNANDO BLVD. - SUITE 100 - BURBANK, CA 91504ENVIRONMENTAL GEOTECHNICAL MATERIALS APPENDIX E LOS ANGELES COUNTY NATURAL HISTORY MUSEUM RECORDS SEARCH Vertebrate Paleontology Section Telephone: (213) 763-3325 e-mail: smcleod@nhm.org 15 May 2019 Psomas 3 Hutton Centre Drive, Suite 200 Santa Ana, CA 92707-8794 Attn: Melissa Macias, Paleontologist re: Paleontological Resources for the proposed Huntington Plaza Mixed-Use Project, Psomas Project # 3NWI010100, in the City of Arcadia, Los Angeles County, project area Dear Melissa: I have conducted a thorough search of our Vertebrate Paleontology records for the proposed Huntington Plaza Mixed-Use Project, Psomas Project # 3NWI010100, in the City of Arcadia, Los Angeles County, project area as outlined on the portion of the Mt. Wilson USGS topographic quadrangle map that you sent to me via e-mail on 1 May 2019. We do not have any vertebrate fossil localities that lie directly within the proposed project area boundaries, but we do have localities nearby from sedimentary deposits similar to those that probably occur at depth in the proposed project area. Surficial deposits in the entire proposed project area consist of younger Quaternary gravels, derived as alluvial fan deposits from the San Gabriel Mountains to the north via the East Branch of the Arcadia Wash that currently flows just to the west and via the Santa Anita Wash that currently flows just to the east. These younger Quaternary deposits typically do not contain significant vertebrate fossils, at least in the uppermost layers, but they are likely underlain, possibly at relatively shallow depths, by deposits of older Quaternary Alluvium that may well contain significant vertebrate fossils. Our closest vertebrate fossil locality in these older Quaternary deposits is LACM 2027, west-northwest of the proposed project area, in Pasadena south of Washington Boulevard and west of Allen Avenue near the western end of Brigden Road, that produced a fossil specimen of mastodon, Mammut, at unstated depth. Southeast of the proposed project area, south of Arrow Highway and east of Irwindale Boulevard north of Dalton Wash, our older Quaternary locality LACM 1807 produced a fossil specimen of mastodon, Mammut americanum, in a gravel pit at a depth of 115-120 feet below the original surface. Further to the west-southwest of the proposed project area, in Eagle Rock east of the Pasadena Freeway (I-110) and Eagle Rock Boulevard just south of York Boulevard, our older Quaternary locality LACM (CIT) 342 produced fossil specimens of turkey, Parapavo californicus, and mammoth, Mammuthus, at a depth of 14 feet below the surface. The fossil turkey specimen from locality LACM (CIT) 342 was published in the scientific literature by L.H. Miller in 1942 (A New Fossil Bird Locality. Condor, 44(6):283- 284) and the mammoth specimen was a rare, nearly complete skeleton and was published in the scientific literature by V.L. Roth in 1984 (How Elephants Grow: Heterochrony and the Calibration of Developmental Stages in Some Living and Fossil Species. Journal of Vertebrate Paleontology, 4(1):126-145). Shallow excavations in the younger Quaternary gravels exposed throughout the proposed project area probably will not encounter significant vertebrate fossil remains. Deeper excavations that extend down into older and perhaps finer-grained Quaternary deposits, however, may well uncover significant fossil vertebrate specimens. Any substantial excavations in the proposed project area, therefore, should be monitored closely to quickly and professionally recover any fossil remains discovered while not impeding development. Sediment samples should also be collected from the older deposits in the proposed project area and processed to determine their small fossil potential. Any fossils recovered during mitigation should be deposited in an accredited and permanent scientific institution for the benefit of current and future generations. This records search covers only the vertebrate paleontology records of the Natural History Museum of Los Angeles County. It is not intended to be a thorough paleontological survey of the proposed project area covering other institutional records, a literature survey, or any potential on-site survey. Sincerely, Samuel A. McLeod, Ph.D. Vertebrate Paleontology enclosure: invoice APPENDIX F PHASE I ENVIRONMENTAL SITE ASSESSMENT PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 PHASE I ENVIRONMENTAL ASSESSMENT REPORT OCTOBER 23, 2017 117-129 E HUNTINGTON DR (APN 5773-010-007 & 008) & 124-134 WHEELER AVE (APN 5773-010-018 TO 021); AND APN 5773-010- 900 & 901) ARCADIA, CA 91006 PREPARED FOR NEW LLC INT'L WORLD 23341 GOLDEN SPRINGS DRIVE, #200 DIAMOND BAR, CA 91765 PREPARED BY ROBIN ENVIRONMENTAL MANAGEMENT (REM) 1015 VIA ROMALES SAN DIMAS, CA 91773 (909) 592-3833 PROJECT NO. 256217 PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 TABLE OF CONTENTS _________________________________________________________________ 1. INTRODUCTION 5 1.1 Objective 5 1.2 Scope of Work 5 2. PROPERTY DESCRIPTION 6 2.1 Geographical Description of Property 6 2.2 General Description of the Subject Property 6 2.3 Present Tenants and Business Operation 7 2.4 Past Tenants and Business Operation 7 2.4.1 Co. Assessor’s Office Records 8 2.4.2 Historic Aerial Photo/Sanborn Insurance Map Records 8 2.4.3 Historic City Directory Records 8 2.4.4 Site Development/Occupancy History 9 2.5 Regional Physical Setting 11 2.6 Hydrogeological Information 12 2.7 Historical Hazardous Substance Usage 12 2.7.1 Record Search Sources 12 2.7.2 List & Quantities of Hazardous Materials 13 2.7.3 Permits, Licenses and Registrations 13 2.7.4 Violation or Non-Compliance Notice 14 2.7.5 Environmental Lien Records 14 3. PROPERTY RECONNAISSANCE 15 3.1 Air Quality – Indoor & Visible Emissions 15 3.2 Asbestos Containing Material (ACM) 15 3.3 Lead Based Paint (LBP) 16 3.4 Polychlorinated Biphenyl (PCB) 17 3.5 Underground Storage Tank (UST) 17 3.6 Aboveground Storage Tank (AST) 18 3.7 Fuel Islands 18 3.8 Hydraulic Hoist Unit 18 3.9 Hazardous Materials/Petroleum Products Storage & Handling 18 3.10 Other Containers 18 3.11 Hazardous Waste Storage 19 3.12 Distressed Vegetation 19 PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 TABLE OF CONTENTS (continued) _________________________________________________________________ 3.13 Stockpiled Soils 19 3.14 Wastewater Treatment Unit & Clarifiers 19 3.15 Solid Waste Disposal 19 3.16 Wells 20 3.17 Underground Pipelines 20 3.18 Boilers & HVAC Systems 20 3.19 Visual Indication of Spills, Leakage, Staining 20 3.20 Soil Staining or Surface Staining on Natural/Unpaved Land 20 3.21 Pits, Ponds, Lagoons 20 3.22 Herbicides/Pesticides 21 3.23 Radon 21 4. NEIGHBORING PROPERTIES 22 4.1 Adjacent/Adjoining Businesses 22 4.2 Historical Hazardous Substance Usage 23 5. GOVERNMENT RECORDS SEARCH AND POTENTIAL OFF-SITE CONTAMINATION SOURCES 24 5.1 Historical Background & Scope of Coverage 24 5.2 Database Sources 24 A. Federal Sources 24 B. California State Sources 25 C. Regional Sources 26 D. Other Sources 27 5.3 Case Study References 27 A. Case-Closure 27 B. Lawrence Livermore National Laboratory Reports on LUFT (LUST)’s 27 C. Groundwater Flow Gradient 28 5.4 Potential Sources of Contamination 28 5.5 UST, Disposal Sites, and Generators 28 PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 TABLE OF CONTENTS (continued) _________________________________________________________________ 6. SUMMARY AND CONCLUSION 29 7. LIMITATIONS AND CERTIFICATION STAMP 34 8. QUALIFICATION STATEMENT FOR PERSONNEL CONDUCTING THE PHASE I ASSESSMENT 35 APPENDICES APPENDIX A FIGURES & PHOTOS FIGURE 1 SITE PHOTOS FIGURE 2 SITE LOCATION MAP FIGURE 3 RECENT AERIAL PHOTOGRAPH SHOWING SITE AND ITS VICINITY GENERAL LAYOUT APPENDIX B CO. ASSESSOR’S OFFICE SITE PARCELS (EXCLUDING APN 5773-010- 900 & 901) RECORDS SUMMARIES APPENDIX C HISTORIC AERIAL PHOTO/SANBORN INSURANCE MAP RECORDS APPENDIX D PERTINENT UST REMOVAL RECORDS FOR THE ARCADIA MOTOR SERVICE, 134 WHEELER AVE FACILITY APEPNDIX E GOVERNMENT RECORDS SEARCH DATABASE THIS REPORT WAS PREPARED IN CONFORMANCE TO MEET OR EXCEED THE LIMITATIONS AS SET FORTH BY THE AMERICAN SOCIETY FOR TESTING & MATERIALS (ASTM) STANDARD PRACTICE E 1527-13. IT IS FOR THE EXPRESS USE OF THE CLIENT, AND ITS CONTENTS ARE CONSIDERED TO BE PREVILEGED AND CONFIDENTIAL. ACCEPTANCE OF THIS REPORT CONSTITUTES AN AGREEMENT BY THE CLIENT TO ASSUME FULL LIABILITY FOR INFORMATION CONTAINED HEREIN. THIS REPORT IS FOR THE SOLE USE AND INTERPRETATION OF THE CLIENT, AND IT IS NOT TO BE REPRODUCED OR DISTRIBUTED TO OUTSIDE PARTIES. THE INFORMATION IN THIS REPORT IS FURNISHED IN GOOD FAITH AND WAS OBTAINED FROM PUBLIC & PRIVATE SOURCES AND DATABASE CONSIDERED RELIABLE. REM MAKES NO REPRESENTATION OF WARRANTY REGARDING THE ACCURACY, OR RELIABILITY, QUALITY OR COMPLETENESS OF SUCH INFORMATION. IN NO EVENT, SHALL REM BE LIABLE TO ANY PARTY FOR SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXAMPLARY DAMAGES. THE CUSTOMER SHALL ASSUME FULL LIABILITY FOR USE OF THIS REPORT. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 5 1. INTRODUCTION ___________________________________________________________________ 1.1 Objective This report summarizes the results of a Phase I Environmental Site Assessment of the subject property, performed by Robin Environmental Management (REM), in October 2017. The purpose of this Environmental Site Assessment is to evaluate the potential for environmental concerns or liabilities due to past and/or current land use practices at the subject site or from nearby properties. This assessment included in this report is solely targeted for CERCLA (Superfund) liability and the “innocent landowner defense”, to permit user to satisfy one of the requirements to qualify for the innocent landowner defense to CERCLA liability, by conducting all appropriate inquiries to identify recognized environmental conditions (REC’s). 1.2 Scope of Work  Visual investigation of the property to obtain information regarding obvious visual signs of adverse environmental conditions, contamination, hazardous material usage, storage and handling on and in the adjoining sites (only up to one parcel next to the subject property) of the subject property  Visual survey of the adjoining land uses (only up to one parcel next to the subject property) and determination of any current nearby operations which may potentially impact the subject site  Government document search of records compiled by various government agencies for on site or nearby operations (past and present) to aid in the identification of any potential contamination sources  Review of reasonably available historical information such as building permit records from local agency, topographic maps, historic city directories, if available, to identify any potential past on-site operation which may have environmental implications PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 6 2. PROPERTY DESCRIPTION ______________________________________________________________________ 2.1 Geographical Description of Property The subject site, 117-129 E Huntington Drive (APN 5773-010-007 & 008), 124-134 Wheeler Avenue (APN 5773-010-018 through 021), and APN 5773-010-900 & 901, can be generally divided to following two sub-lots in the city of Arcadia: The Southern Sub-Lot (117-129 E Huntington Drive with APN 5773-010-007 & 008) - A roughly E-W trending rectangular-shaped sub-lot on the northern block of (there E-W trending) Huntington Drive between 1st Avenue to the west and 2nd Avenue to the east. The Northern Sub-Lot (124-134 Wheeler Avenue with APN 5773-010-018 through 021; and APN 5773-010-900 & 901) - A roughly E-W trending trapezoid-shaped sub-lot bordered by (the E-W trending) Wheeler Ave to the north and (the generally NW-SE trending) Indiana Street to the northeast. The central and the west-central portions of the Northern Sub-Lot are separated from the Southern Sub-lot by an E-W tending asphalt-paved driving alley. The site is within a mixed commercial/ residential zoning area in the city of Arcadia, California. See Figure 1 for Site Photos, Figure 2 for a Site Location Map, and Figure 3 for a Recent Aerial Photograph Showing Site and Its Vicinity General Layout. 2.2 General Description of the Subject Property The subject site, 117-129 E Huntington Drive (APN 5773-010-007 & 008), 124-134 Wheeler Avenue (APN 5773-010-018 through 021), and APN 5773-010-900 & 901, can be generally divided to following two sub-lots: The Southern Sub-Lot (117-129 E Huntington Drive with APN 5773-010-007 & 008) - A roughly E-W trending rectangular-shaped sub-lot on the northern block of (there E-W trending) Huntington Drive between 1st Avenue to the west and 2nd Avenue to the east. The sub-lot consists mainly of a roughly N-S trending rectangular-shaped commercial/office building (117 E Huntington Drive) along its east side; another roughly N-S trending rectangular-shaped commercial/office building (129 E Huntington Drive) and concrete- paved yard to its north along its west side; and asphalt-paved parking lots/driveways in between. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 7 The Northern Sub-Lot (124-134 Wheeler Avenue with APN 5773-010-018 through 021; and APN 5773-010-900 & 901) - A roughly E-W trending trapezoid-shaped sub-lot bordered by (the E-W trending) Wheeler Ave to the north and (the generally NW-SE trending) Indiana Street to the northeast. The sub-lot consists mainly of a roughly N-S trending rectangular- shaped commercial/office building (124/126 Wheeler Ave), small asphalt/concrete-paved parking spaces/loading docks along its south side, asphalt-paved parking/driveway along its west side in the central main portion of the sub-lot; roughly N-S trending rectangular- shaped city owned asphalt-paved public parking lot (APN 5773-010-901) in the western portion of the sub-lot; a roughly N-S trending rectangular-shaped auto repair garage building (134 Wheeler Avenue) with asphalt-paved parking/driveways/yard to its north and south in the east-central portion of the sub-lot; and roughly triangular-shaped city owned asphalt-paved public parking lot (APN 5773-010-900) in the eastern portion of the sub-lot. The central and the west-central portions of the Northern Sub-Lot are separated from the Southern Sub-lot by an E-W tending asphalt-paved driving alley. Overall speaking, almost the entire subject property consists of impermeable surfaces such as the building structures and asphalt/concrete-paved grounds. No pits, ponds, swamps, dry wells, or lagoons were observed on the subject property. No apparently significant surface staining was observed on the paved/unpaved outdoor areas and the building areas of the site. 2.3 Present Tenants and Business Operation At the time of site inspection on October 5, 2017, the 117 and the 129 E Huntington Drive buildings were unoccupied. The 117 E Huntington Drive building was under interior remodeling for future tenant to move in; and the 129 E Huntington Drive building was with interior remodeling completed ready for future tenant to move in;. Academy Party Rental occupied the 124/126 Wheeler Avenue building; and Dan’s Auto Care occupied the 134 Wheeler Avenue building. 2.4 Past Tenants and Business Operation Methods of researching historic use of ownership of the subject property employed by REM are as follows:  County Assessor’s Office Records PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 8  Historic Sanborn Insurance Map/Aerial Photograph Records  Historic City Directory Records 2.4.1 County Assessor’s Office Records Los Angeles County Assessor’s Office records summaries for site parcels (excluding APN 5773-010-900 & 901) included in Appendix B indicate that the eastern half of the 124/126 Wheeler Ave building was constructed in 1946, the 129 E Huntington Drive building was constructed in 1948, the 117 E Huntington Drive building was constructed in 1950, the western half of the 124/126 Wheeler Ave building was constructed in 1953, and the 134 Wheeler Avenue building was constructed in 1955. 2.4.2 Historic Sanborn Insurance Map/Aerial Photograph Records Historic Sanborn Insurance Map/aerial photograph records for the site area included in Appendix C revealed that, in 1932, the entire site was vacant lot. In 1952, the site was with currently onsite building except the western half of the 124/126 Wheeler Ave building and the 134 Wheeler Avenue building were not erected yet; and there were also two commercial buildings present on APN 5773-010-900. In 1954, the site was generally with its current setting except that there were no 134 Wheeler Avenue building yet; two commercial buildings present on APN 5773-010-900 remained present. In 1964, the entire site was generally with its current setting. 2.4.3 Historic City Directory Records REM staff reviewed historic city directory records available at the Sherman Library, Newport Beach, CA. There were no pre-1946 city directory listings for site addresses. In the late 1940’s, Viral Manufacturing with 128 Wheeler Ave address occupied the Northern Sub-Lot; and there were no city directory listing for the Southern Sub-Lot. In the early 1950’s, Viral Manufacturing with 128 Wheeler Ave address occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot. In the late 1950’s, Viral Manufacturing (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot. In the early 1960’s, Cabana Nutrition (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 9 and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot. In the late 1960’s, Allied Radio-CA (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot. In the early 1970’s, Artisan Organ (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot. In the late 1970’s and the early 1980’s, Foothill/Peacock Air Conditioning & Heating (124 Wheeler Ave), Ramirez Felip J Upholstery & Fabrics (126 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) and Textile Center (129 E Huntington Drive) occupied the Southern Sub- Lot. In the late 1980’s and the early-middle 1990’s, Foothill/Peacock Air Conditioning & Heating (124 Wheeler Ave), Southwest Medical Imaging/Wine of Month Club (126 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) was sole documented occupant for the Southern Sub-Lot as there city directory listings for the 129 E Huntington Drive address. In the late 1990’s and the 2000’s, Arcadia Party Rentals (124 Wheeler Ave), Hillman Robert A Enterprises auto repair service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) and Sports Chiropractic Center (with 131 E Huntington Drive address and occupying both the site 129 E Huntington Dr. building and the 131 E Huntington Drive building immediately to its east) occupied the Southern Sub-Lot. 2.4.4 Site Development/Occupancy History Historic site usage data listed above reveal the following development/occupancy history of the subject site: Prior to 1946 – The site apparently remained vacant and undeveloped 1946 – The site was first developed with the eastern half of the current 124/126 Wheeler Ave building and two buildings (on APN 5773-010-900) erected on the Northern Sub-Lot The late 1940’s - Viral Manufacturing with 128 Wheeler Ave address occupied the Northern Sub-Lot; and there were no city directory listing for the Southern Sub-Lot PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 10 1948 – The 129 E Huntington Drive building was constructed 1950 – The 117 E Huntington Drive building was constructed The early 1950’s - Viral Manufacturing with 128 Wheeler Ave address occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot 1953 – The western half of the current 124/126 Wheeler Ave building was constructed 1955 – The 134 Wheeler Avenue building was constructed The middle 1950’s - APN 5773-010-900 & 901 were developed as City parking lots like today The late 1950’s - Viral Manufacturing (128 Wheeler Ave; then address for the current 124/126 Wheeler Avenue building), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot The early 1960’s - Cabana Nutrition (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot The late 1960’s - Allied Radio-CA (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot The early 1970’s - Artisan Organ (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot The late 1970’s and the early 1980’s - Foothill/Peacock Air Conditioning & Heating (124 Wheeler Ave), Ramirez Felip J Upholstery & Fabrics (126 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) and Textile Center (129 E Huntington Drive) occupied the Southern Sub-Lot PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 11 The late 1980’s and the early-middle 1990’s - Foothill/Peacock Air Conditioning & Heating (124 Wheeler Ave), Southwest Medical Imaging/Wine of Month Club (126 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) was sole documented occupant for the Southern Sub-Lot as there city directory listings for the 129 E Huntington Drive address The late 1990’s and the 2000’s - Arcadia Party Rentals (124 Wheeler Ave), Hillman Robert A Enterprises auto repair service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) and Sports Chiropractic Center (with 131 E Huntington Drive address and occupying both the site 129 E Huntington Dr. building and the 131 E Huntington Drive building immediately to its east) occupied the Southern Sub-Lot 2.5 Regional Physical Setting The subject property’s physical locations were researched employing a United States Geological Survey (USGS) 7.5 Minute Topographic Quadrangle (Quad) Map relevant to the subject property. The USGS 7.5 Minute Quad Map has an approximate scale of 1 inch to 2,000 feet, and shows physical features with environmental significance such as wetlands, water bodies, roadways, mines, and buildings. Please refer to Appendix A, Figure 2. The physical and natural features illustrated on the Quad Map served as areas of visual emphasis when conducting the site inspection of the subject property. The USGS 7.5 Minute Quad Map was used as the only Standard Physical Setting Source, and is sufficient as a single reference. The surface elevation of the subject site is approximately 480 feet above Mean Sea Level with a regional topographic down gradient generally towards the south. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 12 2.6 Hydrogeological Information The subject site lies within the San Gabriel Valley – the northeastern one third of the Los Angeles Coastal Plain Basin. The Los Angeles Coastal Plain Basin is an alleviated coastal lowland plain bordered on the north, northeast, east, and southeast by mountains and hills, and transected by numerous faults. Water well drilling logs show that the upper sediments that underlie the subject property are typified by gravel, sand, and silt. These sediments comprise Recent and Pleistocene Alluvium deposits which extend from the surface to a depth of approximately 590 feet. The groundwater zone occurs in Recent and Pleistocene Alluvium deposits at a depth of approximately 270 feet below ground surface (County of Los Angeles Department of Public Works, “San Gabriel Valley Groundwater Contours”, 1998). Hydrogeologically, the subject property is located within the northern portion of the San Gabriel Valley Groundwater Basin. In general, the groundwater zones of the Basin are unconfined, and hence are somewhat unprotected from downward migrating surface pollutants. The general direction of groundwater flow in the vicinity of the subject property is reported to be towards south (County of Los Angeles Department of Public Works, “San Gabriel Valley Groundwater Contours”, 1998). 2.7 Historical Hazardous Substance Usage 2.7.1 Records search sources REM’s field engineer visited or contacted the following public agencies to find any records of former operation of underground storage tank (UST) of gasoline or any other hazardous substances on the subject site premise:  City of Arcadia Building Department  County of Los Angeles Department of Public Works (CLADPW, Environmental Programs Division  Regional Water Quality Control Board – Los Angeles Region On October 23, 2017, REM staff visited the County of Los Angeles Department of Public Works (CLADPW), Environmental Programs Division, UST Section Alhambra office to obtain/copy (see Appendix D) pertinent UST records for Arcadia Motor Service (occupying the 134 Wheeler Avenue building from the late 1950’s to the middle 1990’s; see Section 2.4), PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 13 134 Wheeler Avenue facility. Documents included in Appendix D indicated that, in March 1989, a 280-gallon vertical waste oil underground storage tank (UST) was removed by Toxguard Systems Inc. from the location to the south of the 134 Wheeler Avenue building. One soil sample SP-1 was collected from underneath the removed UST under the supervision of the onsite CLADPW inspector for analyses of Total Recoverable Petroleum Hydrocarbon (TRPH) by EPA Method 418.1. No detected level of TRPH was identified in the collected/ analyzed soil sample. Activities/findings of 3/1989 UST removal for Arcadia Motor Service, 134 Wheeler Avenue facility were summarized in Toxguard Systems Inc.’s 7/11/1989 UST Closure Report (copy of text/figure included in Appendix D) submitted to the CLADPW for review. On 2/20/1990, upon reviewing the said submittal, the CLADPW issued a case closure letter (copy also included in Appendix D) for the Arcadia Motor Service, 134 Wheeler Avenue facility UST removal case. 2.7.2 List and quantities of the hazardous materials List and quantities of the hazardous materials previously or presently used, disposed, treated, stored, or generated at the subject property were searched and assessed. During the site inspection, there were one aboveground used motor oil storage tank placed to the south of the southeastern corner of the 134 Wheeler Avenue building; and two 55-gallon drums for storing new and used antifreeze, and two aboveground new motor oil tanks placed within metal sheeting-covered roughly “L”-shaped storage shed to the south of the southwestern portion of the 134 Wheeler Avenue building. No apparently significant staining was noticed around above site hazardous materials/wastes containers. The conducted government records search identifies Arcadia Motor Service (occupying the 134 Wheeler Avenue building from the late 1950’s to the middle 1990’s; see Section 2.4) is listed on RCRA small quantities of hazardous wastes generator database for disposal of used motor oil in the past and with no spills or violation records. 2.7.3 Permits, licenses, and registrations All present and past records of permits, licenses, registrations, certificates of environmental relation were searched. No equipment requiring environmentally related licensing was observed. Thus, no permits or registrations were necessary for the operation of subject business. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 14 REM further searched the South Coast Air Quality Management District (SCAQMD)-compiled Facility INformation Detail (FIND) database at www.aqmd.gov/webappl/fim/defualt.htm for site addresses and found no SCAQMD permit records for the site. 2.7.4 Violation or non-compliance notice No currently pending violation or notice of non-compliance was issued with the present environmental regulations, according to the findings of our environmental assessment on the subject property. 2.7.5 Environmental lien records Under current environment regulation, government agency may place an environmental lien on the property with known contamination and no cleanup/mitigation activities apparently intended being conducted by the site owner upon the agency issued the cleanup enforcement order. The conducted government records search shows that there are no environmental liens placed by the federal environmental agency under CERCLA regulations for the subject site. REM staff searched the California State Department of Toxic Substances website EnviroStor data search and found no environmental liens were placed by the State environmental agency for the subject site. City of Arcadia records also show that there are no environmental liens placed by the local environmental agency for the subject site. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 15 3. PROPERTY RECONNAISSANCE ______________________________________________________________________ REM’s environmental assessor/geologist performed the field survey of the subject site and adjacent properties on October 5, 2017. A site location map and a recent aerial photograph showing site/its vicinity general layout are included as Figures 2 and 3, respectively. 3.1 Air Quality - Indoor and Visible Emissions No unusual smells, obnoxious odors, or visual emissions were observed during the inspection of the subject property. Neither air emission stacks nor paint booth were present, thus no pertinent permits were searched for the previous records of violation history. 3.2 Asbestos-Containing Material (ACM) Asbestos-containing building materials are normally found in the following items. REM inspected such materials as to the visual conditions and locations; however the actual sampling analysis is beyond the contracted scope of work, thus not included in the report. Potential asbestos-containing building materials in general:  floor tile and associated mastic adhesive underneath the floor tile,  carpet mastic,  linoleum sheeting and associated backing material or leveling compound,  drywall joint compound or mud product,  plaster compound,  acoustic ceiling texture,  ceiling tile and associated mastic adhesive,  window putty or glazing,  roofing material (shingle, cap-sheet, etc.),  roofing penetration mastic,  transite panel or flue pipe,  fire-proofing material,  pipe insulation or wrapping, etc. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 16 As discussed in section 2.4, it can be concluded that all the site buildings were constructed prior to the year when friable ACM’s for commercial use was banned by federal government in 1978. Thus, if the building was built prior to 1978, the said building materials are assumed as suspicious asbestos-containing materials (ACM’s). However, though building was built after 1978, comprehensive asbestos survey can find asbestos fiber in the subject building to any degree. In such cases, even if asbestos- containing material might be present at the site, so long as they would be in an undisturbed state without disturbances or dismantlement, such ACM’s do not pose an immediate health risk to building occupants. Local Building & Safety Department and appropriate Air Quality Management District (AQMD) require all possible asbestos-containing materials (ACM’s) to be identified and removed in the case of renovation or demolition of existing structure which might disturb or dismantle the suspicious ACM’s. If it is found that asbestos is contained within subject building materials through comprehensive asbestos survey, the implementation of an Asbestos Operations and Maintenance Program shall be developed, in order to assure the safety of occupants who may be exposed to potential asbestos hazards. An AHERA Certified Inspector or a State of California Certified Asbestos Consultant can perform the asbestos survey involving bulk sampling. NIST/NVLAP accredited laboratory using Polarized Light Microscopy with Dispersion Station (PLM/DS) in accordance with the Environmental Protection Agency (EPA) “Interim Method of the Determination of Asbestos in Bulk Insulation Samples” (EPA-600-M4-82-020). 3.3 Lead-Based Paint (LBP) As discussed in section 2.4, it can be concluded that the currently onsite buildings were all constructed prior to the year of 1978 when lead-based paint in exterior and interior coating for commercial use was banned by federal government. Due to the dangers of lead poisoning, the Consumer Product Safety Commission banned the sale of lead-based paint (LBP), defined as containing more than 0.06% lead by weight, to consumers, and the use of LBP in residences and other areas where consumers have direct access to painted surfaces. Effective June 3, 1993, the Lead in Construction Standard codified in 29 CFR (Code of Federal Regulations) 1926.62 applies to sources or potential sources of lead exposure present in an "employment-related" context. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 17 The trigger mechanism for application of the standard is an activity that, by its inherent nature, may cause exposure to lead. Therefore, within the context of regulatory compliance for OSHA (Occupation Safety and Health Agency), the subject property did not appear to require further response to suspect lead-based paint as no on-site activity by its inherent nature would cause exposure to lead. However, prior to renovation, demolition, or any activity that will cause a disturbance of any suspect lead-based paint, sampling to determine lead content is recommended. In 1978, the federal government banned the use of lead-based paint in residential applications; however, usage in general industry continued at a decreased rate to the present. Lead-based paint presents a hazard through inhalation or ingestion of paint chips or vapor fumes. The greatest cumulative health threat is to young children, and for this reason the Department of Housing and Urban Development (HUD) has promulgated lead standards and survey requirements for buildings affected by HUD funding. This HUD regulation represents the only federal requirement for lead-based paint, hazard management applicable to privately owned structures. 3.4 Polychlorinated Biphenyl (PCB’s) Prior to 1978, PCBs were commonly used in dielectric fluids in transformers, capacitors, and light ballasts due to their desirable thermal characteristics, and hydraulic fluid compactor. Due to their demonstrated toxicity and persistence in the environment, PCB manufacturing in the United States was discontinued. Pole- or pad-mounted transformers were found in the vicinity of the subject buildings, appearing in good condition without any sign of leakage. No PCB-containing hydraulic fluid trash compactor was identified present on the subject site premise. 3.5 Underground Storage Tank (UST) The visual inspection of the subject site revealed no evidence of surface or above ground features (e.g., fill pipe, vent pipes, fill connections, concrete pads, saw cuts, sumps, spill containment device, leak detection device, etc.) normally associated with underground storage tanks (UST’s). PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 18 3.6 Aboveground Storage Tank and Hazardous Materials/Petroleum Products Storage & Handling As described in Section 2.7.2, during the site inspection, there were one aboveground used motor oil storage tank placed to the south of the southeastern corner of the 134 Wheeler Avenue building; and two 55-gallon drums for storing new and used antifreeze, and two aboveground new motor oil tanks placed within metal sheeting-covered roughly “L”-shaped storage shed to the south of the southwestern portion of the 134 Wheeler Avenue building. No apparently significant staining was noticed around above site hazardous materials/wastes containers. 3.7 Fuel Islands The visual inspection of the subject site revealed no evidence of fuel islands or dispensers either in operation or abandoned. 3.8 Hydraulic Hoist Unit The visual inspection of the subject site revealed the presence of two in-ground hydraulic hoist units within the northern and the central portions of the main auto repair garage space of the 134 Wheeler Ave building and one in-ground hydraulic hoist unit to the south of the 134 Wheeler Avenue building. No apparently significant staining was noticed around these hydraulic hoist units. Based on REM’s experience, leakage, if any, of these hydraulic units typically affect soils in limited volume and would not induce significant impact to the subsurface environment of the property. 3.9 Mold During REM’s site inspection, no evidence of water intrusions or suspected mold growth on readily accessible interior and exterior surfaces was noticed. 3.10 Other Containers No other containers indicating any sign of environmental concern were observed during the site inspection. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 19 3.11 Hazardous Waste Treatment, Storage, Disposal (TSD) No storage, treatment, or disposal of hazardous waste, other than described above, was found during the site investigation. No severely improper waste stream processing or disposal practices were observed on the subject property. 3.12 Distress Vegetation Planters and vegetation in the vicinity of and within the subject site were found well maintained on bare soil or within separate planters in relatively good appearance with no sign of chemical stress or unnatural appearance. 3.13 Stockpiled Soils REM’s site inspection did not reveal any evidence of stockpiled soils on the ground of subject property. 3.14 Wastewater Treatment Unit /Clarifier No underground industrial wastewater treatment facility, i.e., clarifier was observed on the subject property during the site visit. Storm water drainage system in the close proximity of the subject area did not identify any abnormal accumulation of petroleum or chemical run-off or foreign materials. No unusual blockage of the storm-water control system was observed during the site visual investigation on the outdoor parking lot, roof of subject building, or surface areas. REM recommends no additional investigation on described storm-water systems at the subject property. 3.15 Solid Waste Disposal No improper activities of treatment or disposal of hazardous, medical, or toxic wastes are performed on the subject site. Asphalt/concrete pavement surfaces appeared to serve as impermeable structure where no major cracks or crevices were found in the areas of waste disposal and handling, if any. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 20 3.16 Wells REM’s site walk-through did not discover any irrigation wells, injection wells, abandoned wells, groundwater-monitoring wells, dry wells, septic wells, oil wells, gas wells, domestic water wells, or other monitoring wells on the subject site premise. 3.17 Underground Pipelines REM’s site inspection did not reveal any evidence of underground pipelines beneath the ground of subject property, other than public utility lines such as sewer, power, and electric lines, for which public “dig-alert” service would easily identify upon 48-hour telephone notice in advance. 3.18 Boilers & HVAC Systems The subject site buildings’ water heater and HVAC system is comprised of boiler and radiators, while the primary fuel source is utilized from natural gas, electricity. No UST fuel or petroleum product stored in tank is used for said heater and HVAC operation. 3.19 Visual Indication of Spills, Leakage, Staining REM’s site inspection did not reveal any evidence of on-site or off-site spills, leakages, or staining significant enough to pose immediate environmental concern onto the subject property. No significantly stained catch basins, drip pads, or sumps were observed. There were no major spills around surface drains, pipes, gutters, spouts, or tubes, if any, at the time of site investigation. 3.20 Soil Staining or Surface Staining on Unpaved/Natural Lands No staining or surface staining on the bare soil or unpaved lands were identified during the site investigation. 3.21 Pits, Ponds, Lagoons No visible evidence of wetlands such as pits, ponds, lagoons, or any other water bodies, other than the swimming pool/spa, was observed within the subject property’s boundary lines. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 21 3.22 Herbicides/Pesticides No evidence of herbicide or pesticide use on the subject property was observed during the inspection. 3.23 Radon Radon sources can be found from earth and rock beneath building structures, well water, and building materials themselves. Though there is no immediate health effect, it is believed to account for approximately 10% of lung cancer deaths in the United States. Estimated national average is 1.5 picocuries per liter of air, however, levels as high as 200 picocuries per liter in some commercial buildings can be found. USEPA and California Department of Health Services’ Radon Survey Interim Results report shows different U.S. regions according to general geological and climate information, where Region 9 includes Imperial, Los Angeles, Orange, Riverside, San Bernardino, Ventura, and San Diego Counties. According to the California EPA, Los Angeles and Riverside County is classified as a “Zone 2” county having a predicted average screening level between 2-4 picocuries per liter of air. Orange and San Diego County is under Zone 3, having the level less than 2 picocuries/L, and Ventura County as Zone 1 has the level greater than 4 picocuries/L. If a property region reportedly has radon concentration below 4 picocuries per liter of air in 99.5% of homes within the region, then, it is not likely impacted by the presence of radon gas, considering EPA action limit of 4 picocuries per liter of air volume. REM is not contracted to perform the testing of radon level on the subject property, thus the delineation of radon level is beyond the scope of the service covered in this report. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 22 4. NEIGHBORING PROPERTIES ______________________________________________________________________ 4.1 Adjacent/Adjoining Businesses For the scope of this assessment, properties are defined and categorized based upon their physical proximity to the subject property. An adjoining property is any real estate property whose border is contiguous or partially contiguous with the subject properties, or that would be if the properties were not separated by a roadway, street, public thoroughfare, or stream. Adjoining properties of the Southern Sub-Lot are as follows: North: Immediately by asphalt-paved driving alley, and then by the Northern Sub-Lot East: By Smart Spine Institute (131 E Huntington Drive) South: Immediately by Huntington Drive, and then by multi-unit office building with 128 E Huntington Drive overall address and its associated paved parking to the west; and office building with 130 E Huntington Drive address and its associated paved parking to the east West: By Pok-A-Dots Costumes (115 E Huntington Drive) Adjoining properties of the Northern Sub-Lot are as follows: North: Immediately by Wheeler Avenue, and then by multi-unit office building with 125 Wheeler Avenue address and its associated paved parking Northeast: Immediately by Indiana Street, followed by railroad track easement, and then by SpringHill Suites by Marriott Pasadena (99 North 2nd Avenue) South: Immediately by asphalt-paved driving alley, and then by various commercial/ office properties on the north side of Huntington Drive West: By various commercial/office properties on the east side of 1st Avenue PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 23 4.2 Historical Hazardous Substance Usage in Neighboring Properties REM’s field engineer contacted the following public agencies to find any records of former operation of Underground Storage Tank (UST) of gasoline or any other hazardous substances in the vicinity of the subject site premise.  County of Los Angeles Department of Public Works, Environmental Programs Division  Regional Water Quality Control Board – Los Angeles Region  California Dept. of Toxic Substances Control No locations in the immediate adjacency of the subject site were found to pose any environmental threat to the subject property, based upon the data obtained via NETR governmental records search database and the conducted agency records search. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 24 5. GOVERNMENT RECORDS SEARCH AND POTENTIAL OFF-SITE CONTAMINATION SOURCES ______________________________________________________________________ 5.1 Historical Background and Scope of Coverage Since the early 1970s, environmental agencies have been tracking the compliance of many facilities with the various laws that have been promulgated to halt the pollution of air, land and water. More recently, records have been maintained documenting spills of hazardous materials and the locations of known waste sites or regulated waste handling facilities. The following sections summarizes REM’s review of database search of available records at the local, state and federal level and highlights the approximate location of such sites with respect to the subject property. The conducted government record search was performed to aid: 1) Identification of facilities, located within a one-mile radius of the subject property, which might pose a potential threat to the subsurface environment at the subject property; and 2) Identification of any environmental violation notices associated with activities conducted at the subject property itself. The following lists were reviewed for sites within one mile of the property: 5.2 Database Sources A. Federal Sources  United States Environmental Protection Agency (U.S. EPA), Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS)  U.S. EPA, National Priority List (NPL)  Resource Conservation and Recovery Act (RCRA) Federal TSD Facilities  Federal Emergency Response Notification System (ERNS)  CERCLA Site Enforcement Tracking System  RCRA Violators List (CORRACTS)  U.S. EPA Federal Enforcement Docket PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 25  Toxic Release Inventory System (TRIS)  No Further Remedial Action Planned (NFRAP) The CERCLIS is the EPA compilation of sites for which the EPA has evidence of, or is investigating, a release or threatened release, of hazardous substances which may be subject to review in accordance with the terms and conditions of the Comprehensive Environmental Response, Compensation and Liability Act of 1980 (Superfund Act). Sites to be included are identified primarily by the reporting requirements of hazardous substances including degreasing solvents, oily waste, acid solutions, alkaline solutions, and heavy metal solutions, Treatment, Storage and Disposal (TSD) facilities and releases larger than specific Reportable Quantities (RQ), established by EPA. An NPL site is an uncontrolled or abandoned hazardous waste site identified for priority remedial action under Superfund Program. Such prioritized sites with significant risk to human health and the environment receive remedial funding under the Comprehensive Environmental Response Conservation and Liability Act (CERCLA). RCRA generator/TSD list is a compilation of hazardous waste generating facilities which have obtained an identification number from EPA. ERNS database is a national computer database used to store information on unauthorized release of oil and hazardous substances. The program is a cooperative effort of the Environmental Protection Agency, the Department of Transportation Research and Special Program Administration’s National Transportation System Center and the National Response Center. There are primarily five Federal statues that requires release reporting: CERCLA Section 103; the Superfund Amendments and Reauthorization Act (SARA) Title III Section 304; the Clean Water Act of 1972 (CWA) Section 311(b)(3); and the Hazardous Material Transportation Act of 1974 (HMTA) Section 1808 (b). RCRA Violators List (CORRACTS): The Resource Conservation and Recovery Act of 1976 provides for “Cradle to Grave” regulation of hazardous wastes. RCRA requires regulation of hazardous waste generators, transporters, and TSD sites. Evaluation to potential violations, ranging from manifest requirements to hazardous waste discharges, is typically conducted by the US EPA. This database is also known as Corrective Action Report (CORRACTS). Toxic Release Inventory System (TRIS): TRIS compiles database for a property having had a release of chemical compound, whose listing reflects permitted air releases rather than a release to soil or groundwater. B. California State Sources  State of California Office of Planning and Research (CORTESE), the State of California equivalent of CERCLIS  Leaking Underground Storage Tanks (LUST)  Solid Waste Information System (SWIS)  Annual Work Plan (previously known as Bond Expenditure Plan), the State of California equivalent of NPL  California Historical Abandoned Site Survey Program (CALSITES) PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 26 CALSITES: The Historical Abandoned Site Survey (HASS) Program, formerly the California Abandoned Sites Program Information System – ASPIS, identified certain potential hazardous waste sites. The identification of these sites was generally not made via sampling and site characterization, but as a result of file searches and windshield surveys. No Further Action sites are also on the CALSITE list which has been marked for no further action by the California Environmental Protection Agency, Department of Toxic Substance Control (DTSC) in accordance with California Health & Safety Code. CORTESE: This database is a consolidation of information from various sources. It is maintained by the State Office of Planning and Research and lists potential and confirmed hazardous waste or substances sites. LUST(s): The Leaking Underground Storage Tanks (LUST) Information System is maintained by the State Water Resource Board pursuant to California Health & Safety Code. SWIS (Solid Waste Information System): As legislated under Solid Waste Management and Resource Recovery Act of 1972, the California Waste Management Board maintains list of certain facilities, i.e. Active solid waste disposal sites, Inactive or Closed solid waste disposal sites and Transfer facilities. AW (Annual Work Plan previously known as Bond Expenditure Plan): The California Health & Safety code requires the California EPA to develop a site-specific expenditure plan as the basis for an appropriation of California Hazardous Substance Cleanup Bond Act of 1984 funds. The Agency is also required to update annually and report any significant adjustments to the Legislature on an ongoing basis. The plan identifies California hazardous waste sites targeted for cleanup by responsible parties, the California and the Federal Environmental Protection Agency over the next coming years. C. Regional Sources  LUST - Regional  Toxic Releases (NT)  California Regional Water Resources Control Board, Solid Waste Assessment Test (SWAT)  Well Investigation Program NT (Toxic Releases): The California Regional Water Quality Control Boards or local Department of Health & Safety Services keeps track of toxic releases to the environment. These lists are known as Unauthorized Releases, Spill, Leaks, Investigation and Cleanups, Non-Tank Releases, Toxic List or similar, depending on the local agency SWAT (Solid Waste Assessment Test): This program requires that disposal sites with more than 50,000 cubic yards of waste provide sufficient information to the regional water quality control board to determine whether or not the site has discharged hazardous substances which will impact the environment. Site operators are required to file Solid Waste Assessment Test reports on a staggered basis. Operators submit water quality tests to the PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 27 Regional Water Quality Control Board, describing surface and groundwater quality and supply; and the geology within 1 mile of the site. Air quality tests are submitted to the local Air Quality Management District or Air Pollution Control District. D. Other Sources  RCRA-Generator  RCRA-TSD Facilities  SWLF (Solid Waste Landfill) RCRA-G: The EPA regulates generators of hazardous material through the Resource Conservation and Recovery Act (RCRA). All hazardous waste generators are required to notify EPA of their existence by submitting the Federal Notification of Regulated Waste Activity Form or a State equivalent form. The notification form provides basic identification information and specific waste activities. RCRA-D: The EPA regulates the treatment, storage and disposal of hazardous material through the Resource Conservation and Recovery Act (RCRA). All hazardous waste TSD facilities are required to notify EPA of their existence by submitting the Federal Notification of Regulated Waste Activity Form or a State equivalent form. SWLF: The California Waste Information system database consists of both open as well closed and inactive solid waste disposal facilities and transfer stations pursuant to the Solid Waste Management and Resource Recovery Act of 1972. Generally the California Integrated Waste Management Board learns of locations of disposal facilities through permit applications and from local enforcement agencies. 5.3 Case Study References A. Case-Closure If sites are listed on the California Leaking Underground Storage Tank (LUST) database with a "case closed (no further remedial actions required)" status, it shall be interpreted as follows. The identified contamination at such sites was mitigated to a degree that the governing agency believed that these sites do not pose apparent concern/threat to the subsurface environment of the neighboring area. B. Lawrence Livermore National Laboratory Reports on LUFT’s According to Lawrence Livermore National Laboratory/University of California Reports on Leaking Underground Fuel Tanks (LUFT’s), approximately ninety percent of dissolved petroleum products are found less than 280 feet in distance from the origination source, and most of these plumes are either stable or decreasing in distance. And seventy percent PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 28 of the plume is in shallow groundwater less than 25 feet below the ground surface. C. Groundwater Flow Gradient Environmentally-concerned sites located not directly at the up-gradient from the subject site can be deleted from anticipated target sites, since contamination from identified sites is unlikely to migrate along the groundwater flow direction to affect the subsurface environment underneath the subject site (Section 2.6 – Hydrogeologic Setting). 5.4 Potential Source of Contamination Sites identified on referenced agency listing within the one-mile radius from the subject property are tabulated in the Appendix E of this Report. As shown in Appendix E, there are no Leaking Underground Storage Tank (LUST)/Spills sites or other sites within the immediate vicinity (< 1/8 mile) of the referenced subject property being targeted as potential environmental concern. 5.5 UST, Disposal Sites, and Generators As also summarized in Appendix E, there are three sites (including the subject site itself; see Section 2.7) listed on RCRA hazardous waste generators list and one site (Chevron SS 091293, 102 E Huntington Drive, located approximate 300 feet west-southwest of the subject property) on permitted Underground Storage Tank (UST) database compiled by the State Water Resources Control Board, located within 1/8-mile radius of the subject site. Upon reviewing the information regarding the said facilities obtained via computer search, the conclusion was drawn that the subsurface environment at the subject site is not likely to have been impacted by operations of the said facilities. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 29 6. SUMMARY AND CONCLUSION ______________________________________________________________________  The subject site, 117-129 E Huntington Drive (APN 5773-010-007 & 008), 124-134 Wheeler Avenue (APN 5773-010-018 through 021), and APN 5773-010-900 & 901, can be generally divided to following two sub-lots: The Southern Sub-Lot (117-129 E Huntington Drive with APN 5773-010-007 & 008) - A roughly E-W trending rectangular-shaped sub-lot on the northern block of (there E-W trending) Huntington Drive between 1st Avenue to the west and 2nd Avenue to the east. The sub-lot consists mainly of a roughly N-S trending rectangular-shaped commercial/office building (117 E Huntington Drive) along its east side; another roughly N-S trending rectangular-shaped commercial/office building (129 E Huntington Drive) and concrete-paved yard to its north along its west side; and asphalt-paved parking lots/driveways in between. The Northern Sub-Lot (124-134 Wheeler Avenue with APN 5773-010-018 through 021; and APN 5773-010-900 & 901) - A roughly E-W trending trapezoid-shaped sub-lot bordered by (the E-W trending) Wheeler Ave to the north and (the generally NW-SE trending) Indiana Street to the northeast. The sub-lot consists mainly of a roughly N-S trending rectangular-shaped commercial/office building (124/126 Wheeler Ave), small asphalt/concrete-paved parking spaces/loading docks along its south side, asphalt- paved parking/driveway along its west side in the central main portion of the sub-lot; roughly N-S trending rectangular-shaped city owned asphalt-paved public parking lot (APN 5773-010-901) in the western portion of the sub-lot; a roughly N-S trending rectangular-shaped auto repair garage building (134 Wheeler Avenue) with asphalt- paved parking/driveways/yard to its north and south in the east-central portion of the sub-lot; and roughly triangular-shaped city owned asphalt-paved public parking lot (APN 5773-010-900) in the eastern portion of the sub-lot. The central and the west-central portions of the Northern Sub-Lot are separated from the Southern Sub-lot by an E-W tending asphalt-paved driving alley. Overall speaking, almost the entire subject property consists of impermeable surfaces such as the building structures and asphalt/concrete-paved grounds. No pits, ponds, swamps, dry wells, or lagoons were observed on the subject property. No apparently significant surface staining was observed on the paved/unpaved outdoor areas and the building areas of the site. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 30 At the time of site inspection on October 5, 2017, the 117 and the 129 E Huntington Drive buildings were unoccupied. The 117 E Huntington Drive building was under interior remodeling for future tenant to move in; and the 129 E Huntington Drive building was with interior remodeling completed ready for future tenant to move in;. Academy Party Rental occupied the 124/126 Wheeler Avenue building; and Dan’s Auto Care occupied the 134 Wheeler Avenue building.  Various historic sources listed in Section 2.4 reveals the following development/ occupancy history for the subject site: Prior to 1946 – The site apparently remained vacant and undeveloped 1946 – The site was first developed with the eastern half of the current 124/126 Wheeler Ave building and two buildings (on APN 5773-010-900) erected on the Northern Sub-Lot The late 1940’s - Viral Manufacturing with 128 Wheeler Ave address occupied the Northern Sub-Lot; and there were no city directory listing for the Southern Sub-Lot 1948 – The 129 E Huntington Drive building was constructed 1950 – The 117 E Huntington Drive building was constructed The early 1950’s - Viral Manufacturing with 128 Wheeler Ave address occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot 1953 – The western half of the current 124/126 Wheeler Ave building was constructed 1955 – The 134 Wheeler Avenue building was constructed The middle 1950’s - APN 5773-010-900 & 901 were developed as City parking lots like today The late 1950’s - Viral Manufacturing (128 Wheeler Ave; then address for the current 124/126 Wheeler Avenue building), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot The early 1960’s - Cabana Nutrition (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 31 Sub-Lot The late 1960’s - Allied Radio-CA (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot The early 1970’s - Artisan Organ (128 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub- Lot; and Bank of America (117 E Huntington Drive) and Arcadia Television Service (129 E Huntington Drive) occupied the Southern Sub-Lot The late 1970’s and the early 1980’s - Foothill/Peacock Air Conditioning & Heating (124 Wheeler Ave), Ramirez Felip J Upholstery & Fabrics (126 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) and Textile Center (129 E Huntington Drive) occupied the Southern Sub-Lot The late 1980’s and the early-middle 1990’s - Foothill/Peacock Air Conditioning & Heating (124 Wheeler Ave), Southwest Medical Imaging/Wine of Month Club (126 Wheeler Ave), Arcadia Motor Service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) was sole documented occupant for the Southern Sub-Lot as there city directory listings for the 129 E Huntington Drive address The late 1990’s and the 2000’s - Arcadia Party Rentals (124 Wheeler Ave), Hillman Robert A Enterprises auto repair service (134 Wheeler Ave), and City parking lots occupied the Northern Sub-Lot; and Western Medical Supply (117 E Huntington Drive) and Sports Chiropractic Center (with 131 E Huntington Drive address and occupying PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 32 both the site 129 E Huntington Dr. building and the 131 E Huntington Drive building immediately to its east) occupied the Southern Sub-Lot  On October 23, 2017, REM staff visited the County of Los Angeles Department of Public Works (CLADPW), Environmental Programs Division, UST Section Alhambra office to obtain/copy (see Appendix D) pertinent UST records for Arcadia Motor Service (occupying the 134 Wheeler Avenue building from the late 1950’s to the middle 1990’s; see Section 2.4), 134 Wheeler Avenue facility. Documents included in Appendix D indicated that, in March 1989, a 280-gallon vertical waste oil underground storage tank (UST) was removed by Toxguard Systems Inc. from the location to the south of the 134 Wheeler Avenue building. One soil sample SP-1 was collected from underneath the removed UST under the supervision of the onsite CLADPW inspector for analyses of Total Recoverable Petroleum Hydrocarbon (TRPH) by EPA Method 418.1. No detected level of TRPH was identified in the collected/ analyzed soil sample. Activities/findings of 3/1989 UST removal for Arcadia Motor Service, 134 Wheeler Avenue facility were summarized in Toxguard Systems Inc.’s 7/11/1989 UST Closure Report (copy of text/figure included in Appendix D) submitted to the CLADPW for review. On 2/20/1990, upon reviewing the said submittal, the CLADPW issued a case closure letter (copy also included in Appendix D) for the Arcadia Motor Service, 134 Wheeler Avenue facility UST removal case.  List and quantities of the hazardous materials previously or presently used, disposed, treated, stored, or generated at the subject property were searched and assessed. During the site inspection, there were one aboveground used motor oil storage tank placed to the south of the southeastern corner of the 134 Wheeler Avenue building; and two 55-gallon drums for storing new and used antifreeze, and two aboveground new motor oil tanks placed within metal sheeting-covered roughly “L”-shaped storage shed to the south of the southwestern portion of the 134 Wheeler Avenue building. No apparently significant staining was noticed around above site hazardous materials/wastes containers. The conducted government records search identifies Arcadia Motor Service (occupying the 134 Wheeler Avenue building from the late 1950’s to the middle 1990’s; see Section 2.4) is listed on RCRA small quantities of hazardous wastes generator database for disposal of used motor oil in the past and with no spills or violation records. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 33  Based on the conducted government records search, there are also no Leaking Underground Storage Tank (LUST) sites or other sites identified as exhibiting potential environmental concern within the immediate vicinity (< 1/8 mile) of the referenced subject property.  In conclusion, we have performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E-1527-13 of 117-129 E Huntington Drive (APN 5773-010-007 & 008), 124-134 Wheeler Avenue (APN 5773-010- 018 through 021), and APN 5773-010-900 & 901, Arcadia, CA, the property. This assessment has revealed no evidence of apparently significant recognized environmental concerns in connection with the property. No Phase II investigation is recommended for the subject property. PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 34 7. LIMITATIONS AND CERTIFCATION STAMP ______________________________________________________________________ The opinion expressed herein is based on the information collected during our study, our present understanding of the site conditions and our professional judgment in light of such information at the time of preparation of this opinion. The report is a professional opinion work, and no warranty is either expressed, implied or made as to the conclusions, advice and recommendations offered in this report. Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Engineers and Geologists practicing in this or similar localities. The findings, conclusions and recommendations in this report are considered valid as of the present date. However, changes in the conditions of the property can occur with the passage of time, due to natural process or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standard may occur. REM is not responsible for conditions found at or beneath the subject property or adjacent properties. Accordingly, portions of this report may be invalidated wholly or partially by the changes beyond our control. This report is prepared for the exclusive use of the client, and opinions/recommendations contained in this report apply only to conditions existing when services were performed and are intended only for the client, purposes, locations, time frames, and project parameters indicated. Report Prepared by: ROBIN ENVIRONMENTAL MANAGEMENT PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 35 8. QUALIFICATION STATEMENT FOR PERSONNEL CONDUCTING THE PHASE I ASSESSMENT _____________________________________________________________________ Since Robin Chang, the personnel conducting the Phase I Environmental assessment is a California State Registered Professional Geologist, Robin Chang declares that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in Sec. 312.10 of 40 CFR. I have the specific qualifications based on education, training, experience, and license to assess a property of the nature, history, and setting of the subject property. I have developed and performed all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. ROBIN ENVIRONMENTAL MANAGEMENT PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 36 APPENDICES PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 37 APPENDIX A FIGURES & PHOTOS PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 38 FIGURE 1 SITE PHOTOS PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 39 Photo 1 Viewing the northern portion of the Southern Sub-Lot (facing west-southwest) Photo 2 Typical interior view of the 117 E Huntington Drive building (facing north-northeast) PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 40 Photo 3 Typical interior view of the 129 E Huntington Drive building Photo 4 North and west sides view of the 124/126 Wheeler Avenue building; facing southeast PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 41 Photo 5 Viewing 134 Wheeler Ave property (APN 5773-010-018); facing north Photo 6 Viewing APN 5773-010-900 with commercial/office properties on the north side of Huntington Drive, across asphalt-paved driving alley, to the south of the parcel on the background; facing southeast PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 42 Photo 7 Viewing APN 5773-010-901 with commercial/office properties on the east side of 1st Avenue, to the west of the parcel on the left; facing northwest Photo 8 Typical interior view of the 124/126 Wheeler Avenue building PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 43 Photo 9 Typical interior view of the 134 Wheeler Avenue building, aboveground used motor oil tank to the south of the southeastern corner of the building, and in-ground hoist unit to the south of the building; facing north Photo 10 55-gallon drums for storing new and used antifreeze and two aboveground new motor oil tanks placed within metal sheeting-covered roughly “L”-shaped storage shed to the south of the southwestern portion of the 134 Wheeler Avenue building; facing west PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 44 Photo 11 Multi-unit office building with 125 Wheeler Avenue address and its associated paved parking, across Wheeler Ave, to the north of the Northern Sub-Lot; facing northwest Photo 12 SpringHill Suites by Marriott Pasadena (99 North 2nd Avenue), across Indiana Street followed by railroad track easement, to the northeast of the Northern Sub-Lot; facing north-northwest PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 _____________________________________________________________________ ROBIN ENVIRONMENTAL MANAGEMENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 45 Photo 13 Multi-unit office building with 128 E Huntington Drive overall address and its associated paved parking on the right (to the west); and office building with 130 E Huntington Drive address and its associated paved parking on the left (to the east), across Huntington Drive, to the south of the Southern Sub-Lot; facing northwest Photo 14 Pok-A-Dots Costumes (115 E Huntington Drive) on the left (to the west) and ZR Team School martial arts school on the right (to the east) to the west of the Southern Sub-Lot and, across asphalt-paved driving alley, to the south of the western end of the Northern Sub-Lot; facing south PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 \TVHEELER AVE; AND ApN 5773-01C900 & 901, ARCAD|A, CA 91006 FIGURE 2 SITE LOCATION MAP 1015 VIA ROMALES, $AN DIMAS, CA 91773 ;;; " Map provided by MyTopo.com FIGURE 3 RECENT AERIAL PHOTOGRAPH SHOWING SITE AND ITS VICINITY GENERAL LAYOUT PHASE I ENVIRQNMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124-134 WHEELER AVE; AND APN 5773-010-900 & 901, ARCADIA, CA 91006 ROBIN ENVIROTNENTAL IANAGETEilT 1015 VIA ROMALES, SAN DIMAS, CA91773 1 '{$ 4 ,# PHASE I ENVIRONMENTAL SITE AS$ESSMENT 117.'129 E HUNTINGTON DR & 12+134 WHEELER AVE; AND ApN 5773-010-900 & 901, ARCADIA, CA 91006 APPENDIX B o. A$$ES$OR'S OFFTCE S|TE PARGELS {EXCLUDING ApN 5773*A10-900 & 901) RECORDS SUMMARTES ROBII{ EI'UNOI'TEIITAL ilAXAGEINENT 1015 VIA ROMALES, s,AN DIMAS, CA 91773 Parcel Details are kept at tile East Distrjct Offrce is this site updated? Ase/s ID Addl6 . 2017 Annual (and other Prcpefy 57/3-010-007 117 E HUNTINGTON DR ARCADIA CA 91006 Commerciai / lndqstrial 27 / 2767 01940 P6F*y type: kemption: Exmptio* R6.ent Sales a0ft4a973 $a6Z2N $160,%2 $o $o $o $0 $0 $o FAQE LA CBUfrdl Coun,y of B Anqeres. Bure& of La(t Mdnffiffirr*'r_T_:ry rk<riprion SAETAANITA l8ACT [X OF SI LOTS LOT 7 BL( 75 B{llding Squab 1,lM Y6rBuilti 1950/1950 0/ 0 0 AND YearBuiH / UniB 0 100 26a6 I t(r - :t 'l I l I l i Prcperty TFe: Region / Tu Rde A@ Parcel Details 57-73 010 008 129 E HUNNNSTOI'J DR ARCADU G 9146 Industral ) i / 21661 01q40 I Map I : .J: s are kept at the East District Offce is this siie updated? LaEst Fixtr6 E'emptioft Rel E#te Lahd: . View Index R+trt Sales Ys Build / gedmffi/ U'ik 0sr25/204! $13s,s98 $218,765 $o $0 $o $o $o $o FAQs . Estimate A PART OF SANTA AN1TA TMCI W Exemptionr . 2017Annual {FTEXOFST LOI 8 BLK 75 Square I 4,000 YsrEuilr 194al195s 0/0 o 0 100 2@ft ;**.L& -l i, 1: :j-;l;:+.!i.l.r- r' ' !-l---"T --r-r**T*-----,liirllll l I alr' tA county 1 cunty of Los Angeles, B!reau of Land Mai.--*5++r'ry*.TA-"t'\ *dr;t ' Property rc iand other Parcel Deiails isthis site updated? ar€ kept at the East Distrid OfS.e Aidles Region / Td Rate Prepefy Typ€: 5773-010-018 1} WHEETERAVE ARCADIA CA 91006 Commercial / Industrisl 21 / 11661 41a71 Indicd€d sEl6 2017 Rol,' R*ording Land: Impbverents Reent 6al€s FidoE Exempti* Rsl Eete Eemprion: Fi(ure Prcperty A PART OF LOi 25 BL( 75 Building &iHirui . 2017 Annual o1n6/20t6 $229015 $s7,244 $o $0 $0 $o $0 $o FAQs Ds.ription SANTAANIIA TMCT Year Build Units 0 100 200ft t i a:p .:rU; ,t:,:,ii l.::::. 195s/ 1955 o/o 0 YAIE Parcel Details s are kept at the East Disind Of6.e i: this site updated? P6Fiy Type: Region Tax Rate 'Vl.w R*ent {and other PEp€rty Rsl PercHl E@mpt'bn: AwrtID Add6s 2017 Roll R<ordiry L.nd: P€ecl Fifrl€ &Mptioft 57/3-010-019 126 WHEELER AVI ARCADIA G 91006 Commercial / lndustrial 21 / Tffia olaTl 'Recent Sales 7AB1n00s $363,534 $298,616 $0 $o $o $o $o $o , 2011 FAQs 'Eilinr?ie SANTA ANtrA TMCT roT 26 8L( 75 S :::' 0 100 200{r 11I-ffi] Parcel Details kept at the East Distnd Offi.e is ihis site updated? (and other Property Ktr'SID Addffi Rsilt sal€s PreFrty Type: Region 5773 010 020 124 WHEiLER AVE ARCADU CA 91006 Oiher 21 / 21661 a\411 m17 Roll' R<ordirlt land: ldd Indi6t€d Rel Ex.mptioh: . 2Oa7 Annual A PART OF LOT 27 8LK 75 for Rerent Sales Peesal Fifre EEhpibn: t0/3wo05 $283,81s $D2,569 $o $o $o $o $o $0 FAQs SANTAANITA IUCT I 6,000 YerBuilt 1953/1953 0/0 o - 0 100 2sft \\i.r\i \i t\\it --) l:li'ril,lllitllliiiliiiil:rir';;rirrirr;rrl,;illll,lli lL-Li-i i ii r l----il----.,.:_--tr1*-.----=.--*I I I I ! I I i,l"i ..,1 i:-il. ,-----:j*;-----u*r:r!i;*;!-+::+!&_r__r_ _r__-;_"r_--T*---.l*TT]--f]]*- I = -l-[-fl .'oco'nvicoun'v"rli"'1'sa1 e'{"*'tu"a*aL Prcperty Typ€: Region / Tax . Viewinden Reent Sals 2017 RD$' Rrerdiig lsrd: Fi*urc Eremplion: Parcel Details for Recent Sal* 577 1,010,021 Address Not Availrble Industrial 27 / 21€61 01871 s are kept at the East Disirid offi.e is this site updated? bad sale Indided Sale Improvesett 01/l2t2AO2 $281815 $L482 $o $o $o $o $o 90 FAQs . 2017 Annual " Property tax EemptioE Fiture Prop€dy A PART OF LOT 28 BIK 75 &lilding Building Ys Build / 'Desription SANTA ANITA IMCT B€dmms Units I 8,mo Ys Buile 19s3,/ 1953 0/0 0 I l 1 l l :..7].: ': 6 100 200ft ir.LL. \1\hN1\Iffir[ffiH"---:l PHASE I ENVIRONMENTAL SITE ASSES$MENIT 117-129E iiuNirr'roroN DR & 124-134WHEELER AVE;" ' eiio npN 'szzsat o'soo & 901 , ARcADIA, cA 91006 APPENDIX C HISTORIG AERIAL PHOTO/SANBORN INSURANCE MAP RECORDS 1015 VIA ROMALES, SAN BIMAS, CA 91773 14)* ._--_-.Tt..'.",.,irL--l r HrsrflPdg?sst :inr/E / 1 - - I '--,: lrji ; I " -r'--fr 1 frM,I ;:r --:,8 t\i iq + '. -\\x{ll,\'t I IEW ji ffilll lk#uilffi . t ii r i I I I i I 'A.b I l=:--:'l i j i \! 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IIt.*'l tr tP f; *I * '$ * { t T # & #' Gb0 $t o EL TL a i ffi.u_ :,:l .i; *t,:' .fI d H ffi 1l & + -ru-- 0) , q* . ..,,''.:,: 11._,] ',,$ ,t'#! :,IL i *;: ti*;%* ' {s * *.* * $ :** +tt*t,' I ao troIJ IA) tJ(E +,EoU t,4?* ^ f ilru . . .l '.,.1 ,'l ;9 e?f;T,nl affi oooo @oo@o 6os5oioJeu - -ooY ln ,! I uPqi fr LtrOJJfLoqIJTE tn (o E(u o Coa.C G. o-,^v,(Ut-: AEE * *re"r' { d I t T? i 2 *,',i * &'* .,€ I {irffiJ&sd t-I L-!fti ,,ffi +-\o\- tn a).=w (, o IE hroo oIL ah tr (, r$ coIJ UI J l',rg o iffioooo oOE=oCJ! oroY 4 n, L- f,o)., (U LYdrl:L{.r)g|.Jro v7 rs =u o cotn'- tE. o_.^;elf EEE a {I t)ffi # ooo@o .*H L {5#}v{A ffii ir*,i H PHASE I ENVIRONMENTAL SITE ASSESSMENT 117-129 E HUNTINGTON DR & 124.134 WHEELER AVE; AND ApN 5773-010-900 & 901, ARCAD|A, cA 91006 APPENDIX D PERTINENT UST REMOVAL RECORDS FOR THE ARCADIA MOTOR SERVICE, 134 WHEELER AVE FACILITY ROBTII EI'VIROITHEI{TAL ilAt{AGEfEI{T 1015 VIA ROMALES, SAN DIMAS, CA 91773 EY%t-8:*#1%, tffi'{'-, *..i,? .,{ i :l'1i':iiliii t:ir"i": ':i ; ulti.;'l'rf iii i' '1 'ail;i- 1-r jrii"i5'l; Jiiji:JLiil,q f{i'}lrir'iri:i:il 1;' I r 1 !t1"" l' I | ''t" Ilt, '.!l iri, 'l'ci ili'i:Ji r r ' rrif ii I r, 1' r ll" r' "" r "' rr I i iltit:,liJia. t:'i : i,'1 :ii RIri filr I rr Flt "l'r 'l 'l'l/ / I I ll l- i4 9I!r*:;' i r:'I rllrt'itrri'.' ,1r'.':itii i,r.., r,a J I i " r':' i ": 'ii'l ii{]{i '€8'.dF- ' ..& {", . er6 '!-& ii16 #u o, -:::1 ',p 1!1t. 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Be.5e6 0n-1nt*1fr}ffiat{ii6 affi*ti*Sr,x* fir*d that ill cloiura rtquir*r*ents havt been eorryleted" lllt* tl'rc *r*v{El$p.,t&st th,* t&f$r,r!3tisil }rsvtdsd to thli **efle y Bas ac{uratr snd 1* itpr**,**rt**i,** sf'*xt$t1sg tondltlont* 1t t* $$r $anltlc* that no further actt*r ls rtqu{rcd it thls tlmc. pl€ttt ttt adulsed th€t thlt lstter does not rellevt Jou 0f any ltabtlity under * '.L:.riJ , :,:{. 1.,,j,;1i{ i*i k;!i*'r'l*i:ninS f, ftrrir*} c 'lt F'.:ri,,i,r'aqt l'i;1:, 1':fi .,, ;;1 ;f;;'t,i6 .ii.ylirei li"lt#f 'I l,-- r 'i1: .r:r i,r!l r.j ,''iy:tI ,trl, ir"rr'- '. . ': ,: 1'r , ..r)'; t"t"t[],i{;{:*l 34.14061647721076, -118.02726344047227 Prepared for: REM Friday, October 20, 2017 Environmental Radius Report 2055 E. Rio Salado Pkwy Tempe, AZ 85381 480-967-6752 Summary < 1/4 1/4 - 1/2 1/2 - 1 National Priorities List (NPL) CERCLIS List CERCLIS NFRAP 1 RCRA CORRACTS Facilities RCRA non-CORRACTS TSD Facilities Federal Institutional Control / Engineering Control Registry Emergency Response Notification System (ERNS)1 US Toxic Release Inventory 1 3 US RCRA Generators (CESQG, SQG, LQG)10 13 29 US ACRES (Brownfields) US NPDES 1 US Air Facility System (AIRS / AFS) CA Registered Underground Storage Tanks 1 5 13 CA Leaking Underground Storage Tanks 1 4 15 CA CERCLIS Equivalent 1 CA NPL Equivalent CA Hazardous Waste Sites 1 4 CA Activity Use Restrictions CA Spills, Leaks, Investigations, and Cleanups 1 5 16 CA Solid Waste Landfills CA Oil and Gas Wells 1 CA Voluntary Cleanup Sites National Priorities List (NPL) This database returned 0 results for your area. The Superfund Program, administered under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) is an EPA Program to locate, investigate, and clean up the worst hazardous waste sites throughout the United States. The NPL (National Priorities List) is the list of national priorities among the known releases or threatened releases of hazardous substances, pollutants, or contaminants throughout the United States and its territories. The NPL is intended primarily to guide the EPA in determining which sites warrant further investigation. The boundaries of an NPL site are not tied to the boundaries of the property on which a facility is located. The release may be contained with a single property's boundaries or may extend across property boundaries onto other properties. The boundaries can, and often do change as further information on the extent and degree of contamination is obtained. CERCLIS List This database returned no results for your area. The United States Environmental Protection Agency (EPA) investigates known or suspected uncontrolled or abandoned hazardous substance facilities under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). EPA maintains a comprehensive list of these facilities in a database known as the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS). These sites have either been investigated or are currently under investigation by the EPA for release or threatened release of hazardous substances. Once a site is placed in CERCLIS, it may be subjected to several levels of review and evaluation and ultimately placed on the National Priority List (NPL). CERCLIS sites designated as "No Further Remedial Action Planned" (NFRAP) have been removed from CERCLIS. NFRAP sites may be sites where, following an intitial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund Action or NPL consideration. CERCLIS NFRAP This database returned 1 results for your area. As of February 1995, CERCLIS sites designated "No Further Remedial Action Planned" NFRAP have been removed from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the site being placed on the NPL, or the contamination was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed these NFRAP sites from CERCLIS to lift unintended barriers to the redevelopment of these properties. This policy change is part of EPA"s Brownfields Redevelopment Program to help cities, states, private investors and affected citizens promote economic redevelopment of unproductive urban sites. CERCLIS NFRAP Location 34.14487, -118.0167 Distance to site 3539 ft / 0.67 mi E EPA ID CASFN0905476 Site Name TROTTER APARTMENTS City MONROVIA State CA County LOS ANGELES RCRA CORRACTS Facilities This database returned no results for your area. The United States Environmental Protection Agency (EPA) regulates hazardous waste under the Resource Conservation and Recovery Act (RCRA). The EPA maintains the Corrective Action Report (CORRACTS) database of Resource Conservation and Recovery Act (RCRA) facilities that are undergoing "corrective action." A "corrective action order" is issued pursuant to RCRA Section 3008(h) when there has been a release of hazardous waste or constituents into the environment from a RCRA facility. Corrective actions may be required beyond the facility"s boundary and can be required regardless of when the release occurred, even if it predated RCRA. RCRA non-CORRACTS TSD Facilities This database returned no results for your area. The United States Environmental Protection Agency (EPA) regulates hazardous waste under the Resource Conservation and Recovery Act (RCRA). The EPA"s RCRA Program identifies and tracks hazardous waste from the point of generation to the point of disposal. The RCRA Facilites database is a compilation by the EPA of facilities that report generation, storage, transportation, treatment, or disposal of hazardous waste. RCRA Permitted Treatment, Storage, Disposal Facilities (RCRA-TSD) are facilities which treat, store and/or dispose of hazardous waste. Federal Institutional Control / Engineering Control Registry This database returned no results for your area. Federal Institutional Control / Engineering Control Registry Emergency Response Notification System (ERNS) This database returned 1 results for your area. The Emergency Response Notification System (ERNS) is a national computer database used to store information on unauthorized releases of oil and hazardous substances. The program is a cooperative effort of the Environmental Protection Agency, the Department of Transportation Research and Special Program Administration"s John Volpe National Transportation System Center and the National Response Center. There are primarily five Federal statutes that require release reporting: the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) section 103; the Superfund Amendments and Reauthorization Act(SARA) Title III Section 304; the Clean Water Act of 1972(CWA) section 311(b)(3); and the Hazardous Material Transportation Act of 1974(HMTA section 1808(b). Emergency Response Notification System (ERNS) Location 34.13614, -118.0389 Distance to site 3869 ft / 0.73 mi W Incident A POLE MOUNTED TRANSFORMER WAS STRUCK BY AN AUTOMOBILE CAUSING A SPILL OF TRANSFORMER OIL (UNKNOWN PCB CONTENT) ONTO THE PAVEMENT. Incident Date 1/1/2009 3:30 Incident location 7TH ST JL Year Reported 2009 City ARCADA State CA County HUMBOLDT US Toxic Release Inventory This database returned 4 results for your area. The Toxics Release Inventory (TRI) is a publicly available EPA database that contains information on toxic chemical releases and other waste management activities reported annually by certain covered industry groups as well as federal facilities. TRI reporters for all reporting years are provided in the file. US Toxic Release Inventory Location 34.14258, -118.0252 Distance to site 942 ft / 0.18 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002141780 EPA Identifier 110002141780 Primary Name TRW INC, SENSOR OPS ARCADIA FACILITY Address 205 N. 2ND ST. City ARCADIA County LOS ANGELES State CA Zipcode 91006-3286 NAICS Codes 334000 SIC Codes 3679, 3714 SIC Descriptions ELECTRONIC COMPONENTS, NOT ELSEWHERE CLASSIFIED, MOTOR VEHICLE PARTS AND ACCESSORIES Programs RCRAINFO, TRIS Program Interests TRI REPORTER, UNSPECIFIED UNIVERSE Updated On 31-DEC-2015 11:17:16 Recorded On 01-MAR-2000 00:00:00 Location 34.14417, -118.0296 Distance to site 1477 ft / 0.28 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110066337609 EPA Identifier 110066337609 Primary Name DANCO METAL SURFACING Address 44 LA PORTE ST City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 332813 SIC Codes 3471 SIC Descriptions ELECTROPLATING, PLATING, POLISHING, ANODIZING, AND COLORING Programs CA-ENVIROVIEW, TRIS Program Interests STATE MASTER, TRI REPORTER Updated On 31-DEC-2015 10:03:01 Recorded On 14-OCT-2015 11:03:32 NAICS Descriptions ELECTROPLATING, PLATING, POLISHING, ANODIZING, AND COLORING. US Toxic Release Inventory Location 34.14447, -118.0296 Distance to site 1574 ft / 0.3 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002141771 EPA Identifier 110002141771 Primary Name DANCO ANODIZING (DBA DANCO METAL SURFACING) Address 44 LA PORTE STREET City ARCADIA County LOS ANGELES State CA Zipcode 91006-2827 NAICS Codes 332813 SIC Codes 3471 SIC Descriptions ELECTROPLATING, PLATING, POLISHING, ANODIZING, AND COLORING Programs BR, CA-ENVIROVIEW, RCRAINFO, TRIS Program Interests HAZARDOUS WASTE BIENNIAL REPORTER, LQG, STATE MASTER, TRI REPORTER Updated On 23-JUN-2016 12:11:49 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions ELECTROPLATING, PLATING, POLISHING, ANODIZING, AND COLORING. Location 34.14404, -118.0328 Distance to site 2089 ft / 0.4 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110000476636 EPA Identifier 110000476636 Primary Name RELTON CORPORATION Address 317 ROLYN PL. City ARCADIA County LOS ANGELES State CA Zipcode 91007-2838 NAICS Codes 324191, 332212, 333131 SIC Codes 3423 SIC Descriptions HAND AND EDGE TOOLS, EXCEPT MACHINE TOOLS AND HANDSAWS Programs CA-ENVIROVIEW, HWTS-DATAMART, RCRAINFO, TRIS Program Interests SQG, STATE MASTER, TRI REPORTER Updated On 10-OCT-2015 07:19:45 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions HAND AND EDGE TOOL MANUFACTURING., MINING MACHINERY AND EQUIPMENT MANUFACTURING., PETROLEUM LUBRICATING OIL AND GREASE MANUFACTURING. US RCRA Generators (CESQG, SQG, LQG) This database returned 52 results for your area. The United States Environmental Protection Agency (EPA) regulates hazardous waste under the Resource Conservation and Recovery Act (RCRA). EPA maintains a database of facilities, which generate hazardous waste or treat, store, and/or dispose of hazardous wastes. Conditionally Exempt Small Quantity Generators (CESQG) generate 100 kilograms or less per month of hazardous waste, or 1 kilogram or less per month of acutely hazardous waste. Small Quantity Generators (SQG) generate more than 100 kilograms, but less than 1,000 kilograms, of hazardous waste per month. Large Quantity Generators (LQG) generate 1,000 kilograms per month or more of hazardous waste, or more than 1 kilogram per month of acutely hazardous waste. US RCRA Generators (CESQG, SQG, LQG) Location 34.14118, -118.0269 Distance to site 235 ft / 0.04 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002845057 EPA Identifier 110002845057 Primary Name ARCADIA MOTOR SVC Address 134 WHEELER City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 811111 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:01:42 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions GENERAL AUTOMOTIVE REPAIR. Location 34.14007, -118.0288 Distance to site 500 ft / 0.09 mi W Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002645790 EPA Identifier 110002645790 Primary Name FOULGER FORD Address 55 W HUNTINGTON City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs CA-ENVIROVIEW, RCRAINFO Program Interests SQG, STATE MASTER Updated On 13-OCT-2015 14:19:56 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.1423, -118.0267 Distance to site 636 ft / 0.12 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002730313 EPA Identifier 110002730313 Primary Name TOVA 9 Address 140 E SANTA CLARA City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 08:58:43 Recorded On 01-MAR-2000 00:00:00 Location 34.14231, -118.0264 Distance to site 671 ft / 0.13 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002860832 EPA Identifier 110002860832 Primary Name J M RACING INC Address 144 E SANTA CLARA ST City ARCADIA County LOS ANGELES State CA Zipcode 91006` NAICS Codes 336413 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:00:26 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions OTHER AIRCRAFT PARTS AND AUXILIARY EQUIPMENT MANUFACTURING. US RCRA Generators (CESQG, SQG, LQG) Location 34.1427, -118.0284 Distance to site 833 ft / 0.16 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110012200019 EPA Identifier 110012200019 Primary Name MEGUIARS INCORPORATED Address 210 N 1ST ST City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:13:01 Recorded On 01-MAR-2000 00:00:00 Location 34.13832, -118.0283 Distance to site 896 ft / 0.17 mi SW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002762831 EPA Identifier 110002762831 Primary Name LE FRANS CLEANERS Address 115 S 1ST AVE City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 06-AUG-2010 12:59:06 Recorded On 01-MAR-2000 00:00:00 Location 34.14264, -118.0252 Distance to site 959 ft / 0.18 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110069393613 EPA Identifier 110069393613 Primary Name APW DEVELOPMENT COMPANY Address 225 NORTH SECOND AVENUE City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Recorded On 29-JUL-2016 12:34:43 US RCRA Generators (CESQG, SQG, LQG) Location 34.14329, -118.0267 Distance to site 989 ft / 0.19 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002892932 EPA Identifier 110002892932 Primary Name COLLECTORS CARS Address 150 E ST JOSEPH City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:02:43 Recorded On 01-MAR-2000 00:00:00 Location 34.14339, -118.0271 Distance to site 1014 ft / 0.19 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002824034 EPA Identifier 110002824034 Primary Name TAKANOS BODY SHOP Address 140 E ST. JOSEPH ST City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:01:30 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.14332, -118.0294 Distance to site 1187 ft / 0.22 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002765598 EPA Identifier 110002765598 Primary Name LEE MACHINE Address 45 E ST JOSEPH City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 333514 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 08:57:00 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions SPECIAL DIE AND TOOL, DIE SET, JIG, AND FIXTURE MANUFACTURING. Location 34.14016, -118.0228 Distance to site 1372 ft / 0.26 mi E Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002709481 EPA Identifier 110002709481 Primary Name ARCADIA NISSAN Address 333 E HUNTINGTON DR City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 08-AUG-2010 18:16:58 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.13799, -118.0236 Distance to site 1468 ft / 0.28 mi SE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002743336 EPA Identifier 110002743336 Primary Name ARCADIA USD HUNTINGTON HS Address 150 S 3RD AVE City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 05-AUG-2010 11:07:30 Recorded On 01-MAR-2000 00:00:00 Location 34.14465, -118.0284 Distance to site 1513 ft / 0.29 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110017970114 EPA Identifier 110017970114 Primary Name GARY HILL AUTO SVC Address 400 N 1ST AVE City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 811111 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:02:57 Recorded On 23-SEP-2004 15:10:33 NAICS Descriptions GENERAL AUTOMOTIVE REPAIR. US RCRA Generators (CESQG, SQG, LQG) Location 34.14477, -118.0284 Distance to site 1556 ft / 0.29 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002876246 EPA Identifier 110002876246 Primary Name ARCADIA ULTIMATE AUTOMOTIVE Address 401 N 1ST AVE STE B City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 26-JAN-2012 12:56:46 Recorded On 01-MAR-2000 00:00:00 Location 34.14212, -118.0321 Distance to site 1573 ft / 0.3 mi W Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002672741 EPA Identifier 110002672741 Primary Name PACIFIC BELL Address 21 W SANTA CLARA ST City ARCADIA County LOS ANGELES State CA Zipcode 91007-3119 Programs HWTS-DATAMART, RCRAINFO Program Interests SQG, STATE MASTER Updated On 05-AUG-2010 03:40:28 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.14447, -118.0296 Distance to site 1574 ft / 0.3 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002141771 EPA Identifier 110002141771 Primary Name DANCO ANODIZING (DBA DANCO METAL SURFACING) Address 44 LA PORTE STREET City ARCADIA County LOS ANGELES State CA Zipcode 91006-2827 NAICS Codes 332813 SIC Codes 3471 SIC Descriptions ELECTROPLATING, PLATING, POLISHING, ANODIZING, AND COLORING Programs BR, CA-ENVIROVIEW, RCRAINFO, TRIS Program Interests HAZARDOUS WASTE BIENNIAL REPORTER, LQG, STATE MASTER, TRI REPORTER Updated On 23-JUN-2016 12:11:49 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions ELECTROPLATING, PLATING, POLISHING, ANODIZING, AND COLORING. Location 34.14446, -118.0301 Distance to site 1644 ft / 0.31 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002688342 EPA Identifier 110002688342 Primary Name DIMAD ENTERPRISES, INC Address 38 LA PORTE City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 332813 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 08:55:31 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions ELECTROPLATING, PLATING, POLISHING, ANODIZING, AND COLORING. US RCRA Generators (CESQG, SQG, LQG) Location 34.1451, -118.0284 Distance to site 1674 ft / 0.32 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002905811 EPA Identifier 110002905811 Primary Name ARCADIA ULTIMATE AUTOMOTIVE Address 418 N FIRST AVE City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:02:33 Recorded On 01-MAR-2000 00:00:00 Location 34.14438, -118.0316 Distance to site 1893 ft / 0.36 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002703012 EPA Identifier 110002703012 Primary Name DEWEY PEST CONTROL Address 333 N SANTA ANITA AVE #16 City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 08:54:47 Recorded On 01-MAR-2000 00:00:00 Location 34.1448, -118.0315 Distance to site 1986 ft / 0.38 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002726890 EPA Identifier 110002726890 Primary Name TOWNE CLEANERS Address 408 N SANTA ANITA DR City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 06-AUG-2010 17:49:18 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.14404, -118.0328 Distance to site 2089 ft / 0.4 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110000476636 EPA Identifier 110000476636 Primary Name RELTON CORPORATION Address 317 ROLYN PL. City ARCADIA County LOS ANGELES State CA Zipcode 91007-2838 NAICS Codes 324191, 332212, 333131 SIC Codes 3423 SIC Descriptions HAND AND EDGE TOOLS, EXCEPT MACHINE TOOLS AND HANDSAWS Programs CA-ENVIROVIEW, HWTS-DATAMART, RCRAINFO, TRIS Program Interests SQG, STATE MASTER, TRI REPORTER Updated On 10-OCT-2015 07:19:45 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions HAND AND EDGE TOOL MANUFACTURING., MINING MACHINERY AND EQUIPMENT MANUFACTURING., PETROLEUM LUBRICATING OIL AND GREASE MANUFACTURING. Location 34.14453, -118.033 Distance to site 2251 ft / 0.43 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002630038 EPA Identifier 110002630038 Primary Name XEROX ELECTRO-OPTICAL SYS Address 400 ROLYN PLACE City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 08:54:19 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.14495, -118.0332 Distance to site 2382 ft / 0.45 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002914856 EPA Identifier 110002914856 Primary Name WESTEK Address 420 ROLYN PL City ARCADIA County LOS ANGELES State CA Zipcode 91007 Programs RCRAINFO Program Interests SQG Updated On 26-JAN-2012 12:53:25 Recorded On 01-MAR-2000 00:00:00 Location 34.14014, -118.0179 Distance to site 2824 ft / 0.53 mi E Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002640795 EPA Identifier 110002640795 Primary Name BECHERER BUICK INC Address 840 W HUNTINGTON DR City MONROVIA County LOS ANGELES State CA Zipcode 91016 Programs RCRAINFO Program Interests SQG Updated On 08-AUG-2010 18:11:02 Recorded On 01-MAR-2000 00:00:00 Location 34.14015, -118.0175 Distance to site 2959 ft / 0.56 mi E Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002857953 EPA Identifier 110002857953 Primary Name JIM YOUNG AUTO REPAIR Address 808 HUNTINGTON DR NO C City MONROVIA County LOS ANGELES State CA Zipcode 91016 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:00:55 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.14959, -118.0316 Distance to site 3524 ft / 0.67 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110018994944 EPA Identifier 110018994944 Primary Name EQUILON ENTERPRISES Address 916 SANTA ANITA City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs BR, CA-ENVIROVIEW, HWTS-DATAMART, RCRAINFO Program Interests HAZARDOUS WASTE BIENNIAL REPORTER, SQG, STATE MASTER Updated On 10-OCT-2015 09:59:28 Recorded On 18-NOV-2004 17:18:51 Location 34.14568, -118.017 Distance to site 3598 ft / 0.68 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110021992744 EPA Identifier 110021992744 Primary Name MONROVIA HIGH SCHOOL Address 845 W. COLORADO BLVD. City MONROVIA County LOS ANGELES State CA Zipcode 91016 Programs BR, RCRAINFO Program Interests HAZARDOUS WASTE BIENNIAL REPORTER, LQG Updated On 28-MAR-2014 21:13:59 Recorded On 20-MAY-2005 23:54:45 Location 34.1403, -118.0153 Distance to site 3617 ft / 0.69 mi E Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002892362 EPA Identifier 110002892362 Primary Name K MART CORP Address 725 HUNTINGTON DR City MONROVIA County LOS ANGELES State CA Zipcode 91016 Programs RCRAINFO Program Interests SQG Updated On 26-JAN-2012 13:08:37 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.15035, -118.0317 Distance to site 3796 ft / 0.72 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002865436 EPA Identifier 110002865436 Primary Name SANTA ANITA CLEANERS Address 1001 N SANTA ANITA AVE City ARCADIA County LOS ANGELES State CA Zipcode 91006 SIC Codes 7216 SIC Descriptions DRYCLEANING PLANTS, EXCEPT RUG CLEANING Programs CA-CERS, CA-ENVIROVIEW, HWTS-DATAMART, RCRAINFO Program Interests SQG, STATE MASTER Updated On 14-OCT-2015 11:04:48 Recorded On 01-MAR-2000 00:00:00 Location 34.15105, -118.0264 Distance to site 3817 ft / 0.72 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002832105 EPA Identifier 110002832105 Primary Name HILL TOP CLEANERS Address 151 E FOOTHILL BLVD City ARCADIA County LOS ANGELES State CA Zipcode 91006 SIC Codes 7216 SIC Descriptions DRYCLEANING PLANTS, EXCEPT RUG CLEANING Programs CA-ENVIROVIEW, RCRAINFO Program Interests SQG, STATE MASTER Updated On 14-OCT-2015 09:27:45 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.15101, -118.0288 Distance to site 3822 ft / 0.72 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002805581 EPA Identifier 110002805581 Primary Name BMW DIAGNOSIS SERV Address 66 E FOOTHILL BLVD City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 06-AUG-2010 14:17:50 Recorded On 01-MAR-2000 00:00:00 Location 34.15106, -118.0259 Distance to site 3831 ft / 0.73 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110042180813 EPA Identifier 110042180813 Primary Name RITE AID 6300 Address 165 E FOOTHILL BLVD City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 446110 SIC Codes 5912 SIC Descriptions DRUG STORES AND PROPRIETARY STORES Programs CA-CERS, CA-ENVIROVIEW, RCRAINFO Program Interests LQG, STATE MASTER Updated On 13-OCT-2015 14:06:43 Recorded On 24-SEP-2010 11:57:19 NAICS Descriptions PHARMACIES AND DRUG STORES. US RCRA Generators (CESQG, SQG, LQG) Location 34.14032, -118.0146 Distance to site 3834 ft / 0.73 mi E Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110018982644 EPA Identifier 110018982644 Primary Name EQUILON ENTERPRISES Address 705 W HUNTINGTON City MONROVIA County LOS ANGELES State CA Zipcode 91016-3103 Programs HWTS-DATAMART, RCRAINFO Program Interests SQG, STATE MASTER Updated On 26-JAN-2012 12:43:19 Recorded On 18-NOV-2004 15:41:36 Location 34.13604, -118.039 Distance to site 3910 ft / 0.74 mi W Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110044804352 EPA Identifier 110044804352 Primary Name ARCADIA POLICE DEPARTMENT Address 250 W HUNTINGTON DR City ARCADIA County LOS ANGELES State CA Zipcode 91007 NAICS Codes 922120 SIC Codes 9221 SIC Descriptions POLICE PROTECTION Programs CA-CERS, CA-ENVIROVIEW, RCRAINFO Program Interests SQG, STATE MASTER Updated On 14-OCT-2015 11:13:35 Recorded On 27-JAN-2012 11:14:42 NAICS Descriptions POLICE PROTECTION. US RCRA Generators (CESQG, SQG, LQG) Location 34.15103, -118.0305 Distance to site 3927 ft / 0.74 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002937001 EPA Identifier 110002937001 Primary Name SHELL SERVICE STATION Address 25 E FOOTHILL City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 09:04:18 Recorded On 01-MAR-2000 00:00:00 Location 34.15094, -118.031 Distance to site 3933 ft / 0.74 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002727185 EPA Identifier 110002727185 Primary Name DRY CAL CLEANERS Address 12 E FOOTHILL BLVD City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs HWTS-DATAMART, RCRAINFO Program Interests SQG, STATE MASTER Updated On 08-AUG-2010 18:15:25 Recorded On 01-MAR-2000 00:00:00 Location 34.12989, -118.0286 Distance to site 3935 ft / 0.75 mi S Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002876558 EPA Identifier 110002876558 Primary Name ARCADIA AUTO ELECTRIC Address 61 E DUARTE RD City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs RCRAINFO Program Interests SQG Updated On 26-JAN-2012 12:58:26 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.15102, -118.0321 Distance to site 4068 ft / 0.77 mi NW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002899613 EPA Identifier 110002899613 Primary Name JOHNS SERVICE STATION SMOG PROS Address 5 W FOOTHILL BLVD City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs HWTS-DATAMART, RCRAINFO Program Interests SQG, STATE MASTER Updated On 26-JAN-2012 12:57:27 Recorded On 01-MAR-2000 00:00:00 Location 34.14021, -118.0137 Distance to site 4088 ft / 0.77 mi E Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002760717 EPA Identifier 110002760717 Primary Name HUNTINGTON OAKS CLEANERS Address 676 W HUNTINGTON DR City MONROVIA County LOS ANGELES State CA Zipcode 91016 Programs RCRAINFO Program Interests SQG Updated On 08-AUG-2010 18:23:42 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.15165, -118.0244 Distance to site 4115 ft / 0.78 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110055913392 EPA Identifier 110055913392 Primary Name RALPHS GROCERY #41 Address 211 E FOOTHILL BLVD City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 447110 SIC Codes 5411 SIC Descriptions GROCERY STORES Programs CA-CERS, CA-ENVIROVIEW, RCRAINFO Program Interests LQG, STATE MASTER Updated On 14-OCT-2015 18:40:50 Recorded On 15-SEP-2013 14:31:42 NAICS Descriptions GASOLINE STATIONS WITH CONVENIENCE STORES. Location 34.12956, -118.0308 Distance to site 4173 ft / 0.79 mi S Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110032642219 EPA Identifier 110032642219 Primary Name WORLD OIL MARKETING COMPANY NO 110 Address 3 E DUARTE RD City ARCADIA County LOS ANGELES State CA Zipcode 91006 SIC Codes 5511 SIC Descriptions MOTOR VEHICLE DEALERS (NEW AND USED) Programs CA-CERS, CA-ENVIROVIEW, RCRAINFO Program Interests SQG, STATE MASTER Updated On 10-OCT-2015 10:31:59 Recorded On 21-NOV-2007 11:33:50 US RCRA Generators (CESQG, SQG, LQG) Location 34.1516, -118.0232 Distance to site 4188 ft / 0.79 mi N Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110055847954 EPA Identifier 110055847954 Primary Name WALGREENS #9050 Address 253 E FOOTHILL BLVD City ARCADIA County LOS ANGELES State CA Zipcode 91006 NAICS Codes 446110 SIC Codes 5912 SIC Descriptions DRUG STORES AND PROPRIETARY STORES Programs CA-CERS, CA-ENVIROVIEW, RCRAINFO Program Interests LQG, STATE MASTER Updated On 29-JUL-2016 12:37:35 Recorded On 15-SEP-2013 13:29:40 NAICS Descriptions PHARMACIES AND DRUG STORES. Location 34.12951, -118.0312 Distance to site 4221 ft / 0.8 mi S Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002866293 EPA Identifier 110002866293 Primary Name YUS AUTO SVC Address 1000 S SANTA ANITA AVE City ARCADIA County LOS ANGELES State CA Zipcode 91006 Programs HWTS-DATAMART, RCRAINFO Program Interests SQG, STATE MASTER Updated On 26-JAN-2012 12:55:02 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.15074, -118.0204 Distance to site 4231 ft / 0.8 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110054822073 EPA Identifier 110054822073 Primary Name CVS PHARMACY NO 9689 Address 950 W FOOTHILL BLVD City MONROVIA County LOS ANGELES State CA Zipcode 91016 NAICS Codes 446110 SIC Codes 5912 SIC Descriptions DRUG STORES AND PROPRIETARY STORES Programs BR, CA-CERS, CA-ENVIROVIEW, RCRAINFO Program Interests HAZARDOUS WASTE BIENNIAL REPORTER, LQG, STATE MASTER Updated On 10-OCT-2015 09:29:33 Recorded On 30-JAN-2013 13:27:40 NAICS Descriptions PHARMACIES AND DRUG STORES. Location 34.13137, -118.0186 Distance to site 4268 ft / 0.81 mi SE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002723731 EPA Identifier 110002723731 Primary Name MONARC CLEANERS Address 927 W DUARTE RD City MONROVIA County LOS ANGELES State CA Zipcode 91016 Programs RCRAINFO Program Interests SQG Updated On 04-AUG-2010 19:33:16 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.15111, -118.021 Distance to site 4277 ft / 0.81 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002719504 EPA Identifier 110002719504 Primary Name KNIGHT CLEANERS Address 424 E FOOTHILL City ARCADIA County LOS ANGELES State CA Zipcode 91006-2553 SIC Codes 7216 SIC Descriptions DRYCLEANING PLANTS, EXCEPT RUG CLEANING Programs CA-CERS, CA-ENVIROVIEW, HWTS-DATAMART, RCRAINFO Program Interests SQG, STATE MASTER Updated On 13-OCT-2015 09:17:12 Recorded On 01-MAR-2000 00:00:00 Location 34.15114, -118.0189 Distance to site 4602 ft / 0.87 mi NE Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002741221 EPA Identifier 110002741221 Primary Name BROTHERS OIL #2 Address 902 W FOOTHILLS BLVD City MONROVIA County LOS ANGELES State CA Zipcode 91016 Programs RCRAINFO Program Interests SQG Updated On 29-DEC-2014 08:57:41 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.13562, -118.0417 Distance to site 4741 ft / 0.9 mi W Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002873524 EPA Identifier 110002873524 Primary Name LOS ANGELES TURF CLUB INC Address 285 W HUNTINGTON DR City ARCADIA County LOS ANGELES State CA Zipcode 910073439 NAICS Codes 711212 SIC Codes 7948 SIC Descriptions RACING, INCLUDING TRACK OPERATION Programs BR, CA-ENVIROVIEW, EIS, HWTS-DATAMART, RCRAINFO Program Interests AIR EMISSIONS CLASSIFICATION UNKNOWN, HAZARDOUS WASTE BIENNIAL REPORTER, LQG, STATE MASTER Updated On 13-OCT-2015 15:06:32 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions RACETRACKS. Location 34.13525, -118.0421 Distance to site 4891 ft / 0.93 mi W Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110009551467 EPA Identifier 110009551467 Primary Name RADIATION ONCOLOGY Address 301 W HUNTINGTON DR City ARCADIA County LOS ANGELES State CA Zipcode 91007 Programs RCRAINFO Program Interests SQG Updated On 26-JAN-2012 12:54:24 Recorded On 01-MAR-2000 00:00:00 US RCRA Generators (CESQG, SQG, LQG) Location 34.13525, -118.0421 Distance to site 4891 ft / 0.93 mi W Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002866514 EPA Identifier 110002866514 Primary Name SANTA ANITA RADIOLOGY Address 301 W HUNTINGTON DR STE 114 City ARCADIA County LOS ANGELES State CA Zipcode 91007 Programs RCRAINFO Program Interests SQG Updated On 26-JAN-2012 12:56:32 Recorded On 01-MAR-2000 00:00:00 Location 34.13353, -118.0413 Distance to site 4965 ft / 0.94 mi SW Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002421969 EPA Identifier 110002421969 Primary Name METHODIST HOSPITAL OD SO CAL Address 300 W HUNTINGTON DR City ARCADIA County LOS ANGELES State CA Zipcode 91007-3402 NAICS Codes 622110 SIC Codes 8062 SIC Descriptions GENERAL MEDICAL AND SURGICAL HOSPITALS Programs CA-CERS, CA-ENVIROVIEW, EIS, HWTS-DATAMART, RCRAINFO Program Interests AIR EMISSIONS CLASSIFICATION UNKNOWN, SQG, STATE MASTER Updated On 10-OCT-2015 09:34:33 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions GENERAL MEDICAL AND SURGICAL HOSPITALS. US RCRA Generators (CESQG, SQG, LQG) Location 34.14039, -118.0103 Distance to site 5121 ft / 0.97 mi E Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110002876638 EPA Identifier 110002876638 Primary Name HUNTINGTON DISCOUNT TIRES Address 511 W HUNTINGTON DR City MONROVIA County LOS ANGELES State CA Zipcode 91016 NAICS Codes 811111 Programs RCRAINFO Program Interests SQG Updated On 26-JAN-2012 12:58:28 Recorded On 01-MAR-2000 00:00:00 NAICS Descriptions GENERAL AUTOMOTIVE REPAIR. US ACRES (Brownfields) This database returned no results for your area. Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties protects the environment, reduces blight, and takes development pressures off greenspaces and working lands. The Assessment, Cleanup and Redevelopment Exchange System (ACRES) is an online database for Brownfields Grantees to electronically submit data directly to The United States Environmental Protection Agency (EPA) US NPDES This database returned 1 results for your area. The NPDES module of the Compliance Information System (ICIS) tracks surface water permits issued under the Clean Water Act. Under NPDES, all facilities that discharge pollutants from any point source into waters of the United States are required to obtain a permit. The permit will likely contain limits on what can be discharged, impose monitoring and reporting requirements, and include other provisions to ensure that the discharge does not adversely affect water quality. US NPDES Location 34.13562, -118.0417 Distance to site 4741 ft / 0.9 mi W Info URL http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_regist ry_id=110010058864 EPA Identifier 110010058864 Primary Name SANTA ANITA PARK Address 285 WEST HUNTINGTON DR City ARCADIA County LOS ANGELES State CA Zipcode 910666014 SIC Codes 7948 SIC Descriptions RACING, INCLUDING TRACK OPERATION Programs CA-ENVIROVIEW, NPDES Program Interests ICIS-NPDES NON-MAJOR, STATE MASTER, STORM WATER INDUSTRIAL Updated On 14-OCT-2015 11:04:48 Recorded On 01-MAR-2000 00:00:00 US Air Facility System (AIRS / AFS) This database returned no results for your area. The Air Facility System (AIRS / AFS) contains compliance and permit data for stationary sources of air pollution (such as electric power plants, steel mills, factories, and universities) regulated by EPA, state and local air pollution agencies. The information in AFS is used by the states to prepare State Implementation Plans (SIPs) and to track the compliance status of point sources with various regulatory programs under Clean Air Act. CA Registered Underground Storage Tanks This database returned 19 results for your area. Underground storage tanks containing hazardous or petroleum substances are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The State Water Resources Control Board"s GeoTracker database provides the list of permitted Underground Storage Tanks (UST). CA Registered Underground Storage Tanks Location 34.14002, -118.0279 Distance to site 301 ft / 0.06 mi SW Site Name CHEVRON USA SS 091293 Permitting Agency LOS ANGELES COUNTY Address 102 E HUNTINGTON DR City ARCADIA Zip 91006 County Los Angeles Location 34.14012, -118.0319 Distance to site 1399 ft / 0.26 mi W Site Name JIFFY LUBE MOBIL Permitting Agency LOS ANGELES COUNTY Address 5 W HUNTINGTON DR City ARCADIA Zip 91007 County Los Angeles Location 34.14215, -118.0322 Distance to site 1580 ft / 0.3 mi W Site Name PACIFIC BELL ARCDCA12/E5-135 Permitting Agency LOS ANGELES COUNTY Address 21 W SAN CLARA ST City ARCADIA Zip 91007 County Los Angeles Location 34.14352, -118.0319 Distance to site 1745 ft / 0.33 mi NW Site Name ARCADIA UNIFIED SCHOOL DIST Permitting Agency LOS ANGELES COUNTY Address 35 W SAINT JOSEPH ST City ARCADIA Zip 91007 County Los Angeles Location 34.14487, -118.0316 Distance to site 2035 ft / 0.39 mi NW Site Name FASCHING MOBIL SERV STA Permitting Agency LOS ANGELES COUNTY Address 425 N SAN ANITA AVE City ARCADIA Zip 91006 County Los Angeles CA Registered Underground Storage Tanks Location 34.1456, -118.0314 Distance to site 2210 ft / 0.42 mi NW Site Name COLORADO CHEVRON Permitting Agency LOS ANGELES COUNTY Address 500 N SAN ANITA AVE City ARCADIA Zip 91006 County Los Angeles Location 34.13215, -118.0312 Distance to site 3310 ft / 0.63 mi SW Site Name ARCADIA FIRE STATION #1 Permitting Agency LOS ANGELES COUNTY Address 710 S SAN ANITA AVE City ARCADIA Zip 91006 County Los Angeles Location 34.13139, -118.0305 Distance to site 3510 ft / 0.66 mi S Site Name PACIFIC BELL ARCDCA11/E5-100 Permitting Agency LOS ANGELES COUNTY Address 15 ALICE ST City ARCADIA Zip 91006 County Los Angeles Location 34.12997, -118.0278 Distance to site 3888 ft / 0.74 mi S Site Name TOSCO/UNOCAL #30963 Permitting Agency LOS ANGELES COUNTY Address 102 E DUARTE RD City ARCADIA Zip 91006 County Los Angeles Location 34.14032, -118.0144 Distance to site 3900 ft / 0.74 mi E Site Name MONTEREY SHELL Permitting Agency LOS ANGELES COUNTY Address 705 W HUNTINGTON DR City MONROVIA Zip 91016 County Los Angeles CA Registered Underground Storage Tanks Location 34.151, -118.0306 Distance to site 3920 ft / 0.74 mi N Site Name ARCADIA SHELL (#0294-0314) Permitting Agency LOS ANGELES COUNTY Address 25 E FOOTHILL BLVD City ARCADIA Zip 91006 County Los Angeles Location 34.13025, -118.0312 Distance to site 3962 ft / 0.75 mi S Site Name ARCADIA SHELL (#0294-0249) Permitting Agency LOS ANGELES COUNTY Address 916 S SAN ANITA AVE City ARCADIA Zip 91006 County Los Angeles Location 34.15085, -118.0319 Distance to site 3986 ft / 0.75 mi NW Site Name TOSCO/UNOCAL #30456 Permitting Agency LOS ANGELES COUNTY Address 4 W FOOTHILL BLVD City ARCADIA Zip 91006 County Los Angeles Location 34.15102, -118.032 Distance to site 4053 ft / 0.77 mi NW Site Name ARCO PRODUCTS #01592 Permitting Agency LOS ANGELES COUNTY Address 5 W FOOTHILL BLVD City ARCADIA Zip 91006 County Los Angeles Location 34.12946, -118.0311 Distance to site 4236 ft / 0.8 mi S Site Name ARCO PRODUCTS #00043 Permitting Agency LOS ANGELES COUNTY Address 1000 S SAN ANITA AVE City ARCADIA Zip 91006 County Los Angeles CA Registered Underground Storage Tanks Location 34.1362, -118.0412 Distance to site 4510 ft / 0.85 mi W Site Name LOS ANGELES TURF CLUB INC Permitting Agency LOS ANGELES COUNTY Address 285 W HUNTINGTON DR City ARCADIA Zip 91007 County Los Angeles Location 34.15081, -118.0188 Distance to site 4518 ft / 0.86 mi NE Site Name UNITED OIL CO #56 Permitting Agency LOS ANGELES COUNTY Address 902 W FOOTHILL BLVD City MONROVIA Zip 91016 County Los Angeles Location 34.1352, -118.0421 Distance to site 4901 ft / 0.93 mi W Site Name METHODIST HOSPITAL Permitting Agency LOS ANGELES COUNTY Address 300 W HUNTINGTON DR City ARCADIA Zip 91007 County Los Angeles Location 34.13522, -118.0421 Distance to site 4906 ft / 0.93 mi W Site Name SANTA ANITA MEDICAL PLAZA Permitting Agency LOS ANGELES COUNTY Address 301 W HUNTINGTON DR City ARCADIA Zip 91007 County Los Angeles CA Leaking Underground Storage Tanks This database returned 20 results for your area. Information on Leaking underground storage tanks containing hazardous or petroleum substances is maintained in the State Water Resources Control Board"s GeoTracker database. CA Leaking Underground Storage Tanks Location 34.14009, -118.0235 Distance to site 1164 ft / 0.22 mi E Site Name LA TURF CLUB INC, SANTA ANITA Site Street Number 285 Site Street Name HUNTINGTON DR W Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2008-08-18 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Other Groundwater (uses other than drinking water) Location 34.14343, -118.0319 Distance to site 1746 ft / 0.33 mi NW Site Name ARCADIA UNIFIED SCHOOL DIST Site Street Number 35 Site Street Name SAINT JOSEPH ST W Site City ARCADIA Site State CA Site Zip 91007 Site County Los Angeles Status Completed - Case Closed Status Date 1997-01-06 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Aviation Contaminated Medium Soil CA Leaking Underground Storage Tanks Location 34.13999, -118.0336 Distance to site 1922 ft / 0.36 mi W Site Name FOULGER FORD Site Street Number 55 Site Street Name HUNTINGTON DR W Site City ARCADIA Site State CA Site Zip 91007 Site County Los Angeles Status Completed - Case Closed Status Date 1993-06-29 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Waste Oil / Motor / Hydraulic / Lubricating Contaminated Medium Soil Location 34.14544, -118.0312 Distance to site 2121 ft / 0.4 mi NW Site Name CHEVRON #9-2487 Site Street Number 500 Site Street Name SANTA ANITA AVE N Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1990-02-15 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Diesel Contaminated Medium Soil CA Leaking Underground Storage Tanks Location 34.14022, -118.0198 Distance to site 2249 ft / 0.43 mi E Site Name JUSTICE BROTHERS INC. Site Street Number 941 Site Street Name HUNTINGTON DR W Site City MONROVIA Site State CA Site Zip 91016 Site County Los Angeles Status Completed - Case Closed Status Date 1993-06-16 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant * Solvents Contaminated Medium Other Groundwater (uses other than drinking water) Location 34.13214, -118.0311 Distance to site 3301 ft / 0.63 mi SW Site Name ARCADIA FIRE STATION #1 Site Street Number 710 Site Street Name SANTA ANITA AVE S Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1997-01-29 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Aviation Contaminated Medium Soil CA Leaking Underground Storage Tanks Location 34.13186, -118.0309 Distance to site 3378 ft / 0.64 mi S Site Name ARCADIA FIRE STATION #1 Site Street Number 710 Site Street Name SANTA ANITA Site City ARCADIA Site State CA Site Zip 91066 Site County Los Angeles Status Completed - Case Closed Status Date 2008-05-28 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Diesel, Gasoline Contaminated Medium Soil Location 34.13039, -118.025 Distance to site 3794 ft / 0.72 mi S Site Name STEVE'S SERVICE CENTER Site Street Number 201 Site Street Name DUARTE RD E Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1990-03-09 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil CA Leaking Underground Storage Tanks Location 34.15066, -118.0317 Distance to site 3903 ft / 0.74 mi NW Site Name UNOCAL #2752 Site Street Number 4 Site Street Name FOOTHILL BLVD W Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1999-11-29 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Waste Oil / Motor / Hydraulic / Lubricating Contaminated Medium Soil Location 34.1403, -118.0143 Distance to site 3919 ft / 0.74 mi E Site Name MONTEREY SHELL/ FORMER SHELL OIL Site Street Number 705 Site Street Name HUNTINGTON DR W Site City MONROVIA Site State CA Site Zip 91016 Site County Los Angeles Status Completed - Case Closed Status Date 1992-11-28 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil CA Leaking Underground Storage Tanks Location 34.1302, -118.0311 Distance to site 3973 ft / 0.75 mi S Site Name SHELL #204-0294-0249 Site Street Number 916 Site Street Name SANTA ANITA AVE S Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1991-11-27 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Benzene Contaminated Medium Soil Location 34.12974, -118.0279 Distance to site 3974 ft / 0.75 mi S Site Name UNOCAL #5719 Site Street Number 102 Site Street Name DUARTE RD E Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1996-07-23 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil CA Leaking Underground Storage Tanks Location 34.13012, -118.0312 Distance to site 4009 ft / 0.76 mi S Site Name SHELL SERVICE STATION Site Street Number 916 Site Street Name SOUTH SANTA ANITA AVENUE Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2005-12-19 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Under Investigation Location 34.15131, -118.0303 Distance to site 4012 ft / 0.76 mi N Site Name ARCADIA SHELL Site Street Number 25 Site Street Name FOOTHILL BLVD E. Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2003-02-06 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY File Location Local Agency Contaminant Gasoline Contaminated Medium Soil CA Leaking Underground Storage Tanks Location 34.15101, -118.0319 Distance to site 4041 ft / 0.77 mi NW Site Name ARCO #1592 Site Street Number 5 Site Street Name FOOTHILL BLVD W Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2007-03-02 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil Location 34.15118, -118.0317 Distance to site 4082 ft / 0.77 mi NW Site Name CHEVRON #202030/FORMER EXXON Site Street Number 1105 Site Street Name SANTA ANITA AVE., N. Site City SOUTH EL MONTE Site State CA Site Zip 91733 Site County Los Angeles Status Open - Site Assessment Status Date 2003-02-04 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Other Groundwater (uses other than drinking water) CA Leaking Underground Storage Tanks Location 34.12948, -118.0312 Distance to site 4231 ft / 0.8 mi S Site Name ARCO #43 Site Street Number 1000 Site Street Name SANTA ANITA AVE S. Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2007-03-07 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY File Location Local Agency Contaminant Gasoline Contaminated Medium Under Investigation Location 34.12931, -118.031 Distance to site 4280 ft / 0.81 mi S Site Name ARCO #43 Site Street Number 1000 Site Street Name SANTA ANITA AVE S Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1996-07-24 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Other Groundwater (uses other than drinking water) CA Leaking Underground Storage Tanks Location 34.13644, -118.041 Distance to site 4413 ft / 0.84 mi W Site Name LOS ANGELES TURF CLUB Site Street Number 285 Site Street Name HUNTINGTON DR. W. Site City ARCADIA Site State CA Site Zip 91007 Site County Los Angeles Status Open - Site Assessment Status Date 2007-02-28 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY File Location Regional Board Contaminant Diesel Contaminated Medium Other Groundwater (uses other than drinking water) Location 34.15097, -118.0187 Distance to site 4581 ft / 0.87 mi NE Site Name UNITED OIL #56 Site Street Number 902 Site Street Name FOOTHILL BLVD W Site City MONROVIA Site State CA Site Zip 91016 Site County Los Angeles Status Completed - Case Closed Status Date 1998-11-05 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Other Solvent or Non-Petroleum Hydrocarbon Contaminated Medium Soil CA CERCLIS Equivalent This database returned 1 results for your area. The Department of Toxic Substances Controls (DTSC) Site Mitigation and Brownfields Reuse Program (SMBRP) EnviroStor database identifies CERCLIS equivalent sites as "State Response". These are sites known or suspected to contain uncontrolled or abandoned hazardous substance facilities. CA CERCLIS Equivalent Location 34.14535, -118.0168 Distance to site 3595 ft / 0.68 mi NE Site Name TROTTER APARTMENTS Site Type State Response Site Type 2 State Response or NPL Site Area (acres)1 Project Manager ROBERT KRUG Project Supervisor Sayareh Amirebrahimi Envirostor ID 19000008 Status Certified Status Date 2005-08-09 00:00:00 Past Uses BATTERY RECLAMATION, BATTERY STORAGE Contaminant SOIL Funding Source Orphan Funds Address 827/829 W OLIVE AVE & 832 W COLORADO BLV City MONROVIA State CA Zip Code 91016 County LOS ANGELES CA NPL Equivalent This database returned no results for your area. The Department of Toxic Substances Controls (DTSC) Site Mitigation and Brownfields Reuse Program (SMBRP) EnviroStor database identifies sites on the National Priority List (NPL). This is the equivalent of the Federal NPL identifying facilities and study areas with known contamination that are given priority for remedial action. CA Hazardous Waste Sites This database returned 5 results for your area. The Department of Toxic Substances Controls (DTSC) Site Mitigation and Brownfields Reuse Program (SMBRP) EnviroStor database identifies Hazardous Waste Sites. These include... All hazardous waste facilities subject to corrective action pursuant to Section 25187.5 of the Health and Safety Code. All land designated as hazardous waste property or border zone property pursuant to Article 11 (commencing with Section 25220) of Chapter 6.5 of Division 20 of the Health and Safety Code. All information received by the Department of Toxic Substances Control pursuant to Section 25242 of the Health and Safety Code on hazardous waste disposals on public land. All sites listed pursuant to Section 25356 of the Health and Safety Code. All sites included in the Abandoned Site Assessment Program. CA Hazardous Waste Sites Location 34.14445, -118.0322 Distance to site 2047 ft / 0.39 mi NW Site Name TRANSAMERICA DELAVAL BARKSDALE Site Type Historical Site Type 2 * Historical Project Supervisor * MMONROY Envirostor ID 19360517 Status Refer: Other Agency Status Date 1984-05-01 00:00:00 Past Uses NONE SPECIFIED Contaminant NONE SPECIFIED Address 333 NORTH SANTA ANITA DRIVE, SUITE 9 City ARCADIA State CA Zip Code 91006 County LOS ANGELES Location 34.14569, -118.0171 Distance to site 3585 ft / 0.68 mi NE Site Name Proposed School Additions Site Type School Investigation Site Type 2 School Site Area (acres)1.1 Project Manager JUAN OSORNIO Project Supervisor Shahir Haddad Envirostor ID 60000934 Status No Further Action Status Date 2009-01-21 00:00:00 Past Uses AGRICULTURAL - ROW CROPS, SCHOOL - HIGH SCHOOL Contaminant SOIL Funding Source School District Address 845 West Colorado Boulevard City Monrovia State CA Zip Code 91016 County LOS ANGELES CA Hazardous Waste Sites Location 34.14535, -118.0168 Distance to site 3595 ft / 0.68 mi NE Site Name TROTTER APARTMENTS Site Type State Response Site Type 2 State Response or NPL Site Area (acres)1 Project Manager ROBERT KRUG Project Supervisor Sayareh Amirebrahimi Envirostor ID 19000008 Status Certified Status Date 2005-08-09 00:00:00 Past Uses BATTERY RECLAMATION, BATTERY STORAGE Contaminant SOIL Funding Source Orphan Funds Address 827/829 W OLIVE AVE & 832 W COLORADO BLV City MONROVIA State CA Zip Code 91016 County LOS ANGELES Location 34.13334, -118.0375 Distance to site 4078 ft / 0.77 mi SW Site Name Ross Field Site Type Military Evaluation Site Type 2 FUDS Project Supervisor Shelia Lowe Envirostor ID 80001133 Status Inactive - Needs Evaluation Status Date 2005-07-01 00:00:00 Past Uses NONE SPECIFIED Contaminant NONE SPECIFIED Funding Source DERA City Arcadia State CA County LOS ANGELES CA Hazardous Waste Sites Location 34.1331, -118.0385 Distance to site 4365 ft / 0.83 mi SW Site Name Arcadia High School Modernization Site Type School Investigation Site Type 2 School Site Area (acres)2.62 Project Supervisor Javier Hinojosa Envirostor ID 60000654 Status No Further Action Status Date 2008-08-18 00:00:00 Past Uses SCHOOL - HIGH SCHOOL Contaminant SOIL, SV Funding Source School District Address 234 Campus Drive City Arcadia State CA Zip Code 91007 County LOS ANGELES CA Activity Use Restrictions This database returned no results for your area. Activity and Use Limitations (AULs), also known as Environmental Land-Use Controls (LUCs) – An AUL is a restriction, covenant or notice concerning the use of real property, which is imposed on real property. AULs and LUCs are further categorized as Institutional Controls (ICs) and Engineering Controls (ECs). An IC is a legal or regulatory restriction on the use of a property, limiting the use of groundwater and excavations or preventing such businesses as day care centers or schools on the property. An EC involves physical means of restricting site access or use in order to prevent the spreading or exposure of a contaminant. Frequently implemented engineering controls include requiring black top on the surface, building of structures to prevent exposure or even notices to the public that are posted on the grounds warning of contaminants. CA Spills, Leaks, Investigations, and Cleanups This database returned 22 results for your area. The Spills, Leaks, Investigation & Cleanup (SLIC) Program is responsible for site investigation and corrective action involving sites not overseen by the Underground Tank Program and the Well Investigation Program. This program is not restricted to particular pollutants or environments; rather, the program covers all types of pollutants (such as solvents, petroleum fuels, and heavy metals) and all environments (including surface and water, groundwater, and the vadose zone). Upon confirming that an unauthorized discharge is polluting or threatens to pollute regional water bodies, the Regional Board oversees site investigation and corrective action. Statutory authority for the program is derived from the California Water Code, Division 7, Section 13304. Guidelines for site investigation and remediation are promulgated in State Board Resolution No. 92-49 entitled Policies and Procedures for Investigation and Cleanup and Abatement of Discharges under Water Code Section 13304. CA Spills, Leaks, Investigations, and Cleanups Location 34.14009, -118.0235 Distance to site 1164 ft / 0.22 mi E Site Name LA TURF CLUB INC, SANTA ANITA Site Street Number 285 Site Street Name HUNTINGTON DR W Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2008-08-18 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Other Groundwater (uses other than drinking water) Location 34.14343, -118.0319 Distance to site 1746 ft / 0.33 mi NW Site Name ARCADIA UNIFIED SCHOOL DIST Site Street Number 35 Site Street Name SAINT JOSEPH ST W Site City ARCADIA Site State CA Site Zip 91007 Site County Los Angeles Status Completed - Case Closed Status Date 1997-01-06 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Aviation Contaminated Medium Soil CA Spills, Leaks, Investigations, and Cleanups Location 34.13999, -118.0336 Distance to site 1922 ft / 0.36 mi W Site Name FOULGER FORD Site Street Number 55 Site Street Name HUNTINGTON DR W Site City ARCADIA Site State CA Site Zip 91007 Site County Los Angeles Status Completed - Case Closed Status Date 1993-06-29 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Waste Oil / Motor / Hydraulic / Lubricating Contaminated Medium Soil Location 34.14544, -118.0312 Distance to site 2121 ft / 0.4 mi NW Site Name CHEVRON #9-2487 Site Street Number 500 Site Street Name SANTA ANITA AVE N Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1990-02-15 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Diesel Contaminated Medium Soil CA Spills, Leaks, Investigations, and Cleanups Location 34.14576, -118.0311 Distance to site 2210 ft / 0.42 mi NW Site Name COLORADO CHEVRON Site Street Number 500 Site Street Name NORTH SANTA ANITA AVENUE Site City ARCADIA Site State CA Site Zip 91606 Site County Los Angeles Status Open - Site Assessment Status Date 2005-05-11 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Waste Oil / Motor / Hydraulic / Lubricating Contaminated Medium Under Investigation Location 34.14022, -118.0198 Distance to site 2249 ft / 0.43 mi E Site Name JUSTICE BROTHERS INC. Site Street Number 941 Site Street Name HUNTINGTON DR W Site City MONROVIA Site State CA Site Zip 91016 Site County Los Angeles Status Completed - Case Closed Status Date 1993-06-16 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant * Solvents Contaminated Medium Other Groundwater (uses other than drinking water) CA Spills, Leaks, Investigations, and Cleanups Location 34.13214, -118.0311 Distance to site 3301 ft / 0.63 mi SW Site Name ARCADIA FIRE STATION #1 Site Street Number 710 Site Street Name SANTA ANITA AVE S Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1997-01-29 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Aviation Contaminated Medium Soil Location 34.13186, -118.0309 Distance to site 3378 ft / 0.64 mi S Site Name ARCADIA FIRE STATION #1 Site Street Number 710 Site Street Name SANTA ANITA Site City ARCADIA Site State CA Site Zip 91066 Site County Los Angeles Status Completed - Case Closed Status Date 2008-05-28 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Diesel, Gasoline Contaminated Medium Soil CA Spills, Leaks, Investigations, and Cleanups Location 34.13039, -118.025 Distance to site 3794 ft / 0.72 mi S Site Name STEVE'S SERVICE CENTER Site Street Number 201 Site Street Name DUARTE RD E Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1990-03-09 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil Location 34.14074, -118.0146 Distance to site 3835 ft / 0.73 mi E Site Name SHELL SERVICE STATION Site Street Number 705 Site Street Name HUNTINGTON DR. W Site City MONROVIA Site State CA Site Zip 91016 Site County Los Angeles Status Completed - Case Closed Status Date 2007-01-30 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil CA Spills, Leaks, Investigations, and Cleanups Location 34.15066, -118.0317 Distance to site 3903 ft / 0.74 mi NW Site Name UNOCAL #2752 Site Street Number 4 Site Street Name FOOTHILL BLVD W Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1999-11-29 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Waste Oil / Motor / Hydraulic / Lubricating Contaminated Medium Soil Location 34.1403, -118.0143 Distance to site 3919 ft / 0.74 mi E Site Name MONTEREY SHELL/ FORMER SHELL OIL Site Street Number 705 Site Street Name HUNTINGTON DR W Site City MONROVIA Site State CA Site Zip 91016 Site County Los Angeles Status Completed - Case Closed Status Date 1992-11-28 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil CA Spills, Leaks, Investigations, and Cleanups Location 34.1302, -118.0311 Distance to site 3973 ft / 0.75 mi S Site Name SHELL #204-0294-0249 Site Street Number 916 Site Street Name SANTA ANITA AVE S Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1991-11-27 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Benzene Contaminated Medium Soil Location 34.12974, -118.0279 Distance to site 3974 ft / 0.75 mi S Site Name UNOCAL #5719 Site Street Number 102 Site Street Name DUARTE RD E Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1996-07-23 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil CA Spills, Leaks, Investigations, and Cleanups Location 34.13012, -118.0312 Distance to site 4009 ft / 0.76 mi S Site Name SHELL SERVICE STATION Site Street Number 916 Site Street Name SOUTH SANTA ANITA AVENUE Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2005-12-19 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Under Investigation Location 34.15131, -118.0303 Distance to site 4012 ft / 0.76 mi N Site Name ARCADIA SHELL Site Street Number 25 Site Street Name FOOTHILL BLVD E. Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2003-02-06 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY File Location Local Agency Contaminant Gasoline Contaminated Medium Soil CA Spills, Leaks, Investigations, and Cleanups Location 34.15101, -118.0319 Distance to site 4041 ft / 0.77 mi NW Site Name ARCO #1592 Site Street Number 5 Site Street Name FOOTHILL BLVD W Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2007-03-02 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Soil Location 34.15118, -118.0317 Distance to site 4082 ft / 0.77 mi NW Site Name CHEVRON #202030/FORMER EXXON Site Street Number 1105 Site Street Name SANTA ANITA AVE., N. Site City SOUTH EL MONTE Site State CA Site Zip 91733 Site County Los Angeles Status Open - Site Assessment Status Date 2003-02-04 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Other Groundwater (uses other than drinking water) CA Spills, Leaks, Investigations, and Cleanups Location 34.12948, -118.0312 Distance to site 4231 ft / 0.8 mi S Site Name ARCO #43 Site Street Number 1000 Site Street Name SANTA ANITA AVE S. Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 2007-03-07 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY File Location Local Agency Contaminant Gasoline Contaminated Medium Under Investigation Location 34.12931, -118.031 Distance to site 4280 ft / 0.81 mi S Site Name ARCO #43 Site Street Number 1000 Site Street Name SANTA ANITA AVE S Site City ARCADIA Site State CA Site Zip 91006 Site County Los Angeles Status Completed - Case Closed Status Date 1996-07-24 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY Contaminant Gasoline Contaminated Medium Other Groundwater (uses other than drinking water) CA Spills, Leaks, Investigations, and Cleanups Location 34.13644, -118.041 Distance to site 4413 ft / 0.84 mi W Site Name LOS ANGELES TURF CLUB Site Street Number 285 Site Street Name HUNTINGTON DR. W. Site City ARCADIA Site State CA Site Zip 91007 Site County Los Angeles Status Open - Site Assessment Status Date 2007-02-28 Lead Agency LOS ANGELES RWQCB (REGION 4) Local Agency LOS ANGELES COUNTY File Location Regional Board Contaminant Diesel Contaminated Medium Other Groundwater (uses other than drinking water) Location 34.15097, -118.0187 Distance to site 4581 ft / 0.87 mi NE Site Name UNITED OIL #56 Site Street Number 902 Site Street Name FOOTHILL BLVD W Site City MONROVIA Site State CA Site Zip 91016 Site County Los Angeles Status Completed - Case Closed Status Date 1998-11-05 Lead Agency LOS ANGELES COUNTY Local Agency LOS ANGELES COUNTY Contaminant Other Solvent or Non-Petroleum Hydrocarbon Contaminated Medium Soil CA Solid Waste Landfills This database returned 0 results for your area. The Solid Waste Landfill List (SWLF) database is provided by the California Solid Waste Information System (SWIS) and consists of both open as well as closed inactive solid waste disposal facilities and transfer stations pursuant to the Solid Waste Management and Resource Recovery Act of 1972. CA Oil and Gas Wells This database returned 1 results for your area. The California Department of Conservation, Division of Oil, Gas and Thermal Resources (DOGGR) was created to serve the needs of the state, local governments, and industry by regulating statewide oil and gas activities with uniform laws and regulations. The DOGGR supervises the drilling, operation, maintenance, and plugging and abandonment of onshore and offshore oil, gas, and geothermal wells, preventing damage to: (1) life, health, property, and natural resources; (2) underground and surface waters suitable for irrigation or domestic use; and (3) oil, gas and geothermal reservoirs. CA Oil and Gas Wells Location 34.13071, -118.0273 Distance to site 3617 ft / 0.68 mi S API Number 03706220 Operator Vosburgh Oil Corp. Section 34.000 Township 1N Range 11W Lease Name Vosburgh Well Number 1 Field Name LOS ANGELES COUNTY Baseline Meridian SB Spud Date 0000/00/00 Abandonment Date 0000/00/00 CA Voluntary Cleanup Sites This database returned no results for your area. The Department of Toxic Substances Controls (DTSC) Site Mitigation and Brownfields Reuse Program (SMBRP) EnviroStor database identifies Voluntary Cleanup sites. These sites include low threat level properties with confirmed or unconfirmed releases. The responsible parties have requested that DTSC oversee investigation and/or cleanup activities and agreed to offset DTSC expenses. APPENDIX E GOVERNMENT RECORDS SEARCH DATABASE PI.IASE I ENVIRONMENTAL SITE AS$ESSMENT 117.129 E HUNT]NGTON DR & 124-1A WHEELER AVE; AND ApN 5773-010-900 & 901, ARCADIA, CA 91006 ROBII{ ENVINOIITEilTAL TANAGETENT 1015 VIA ROMALES, SAN DIMAS, CA 91773 APPENDIX G NOISE CALCULATIONS Arcadia Huntington Plaza d24-hour Traffic Volume Distance to CNEL from Roadway Centerline Noise Level (CNEL or Ldn) at Distance from Roadway Centerline Noise Level (CNEL or Ldn) at Distance from Roadway Centerline Noise Level (CNEL or Ldn) at Distance from Roadway Centerline eFuture Future eFuture Future Existing Future No Project Future With Project Change Change Existing No Proj Plus Proj Change Change pWithout With 50.0 60 65 70 50.0 60 65 70 50.0 60 65 70 From due to 50 50 50 50 50 50 50 50 50 From due to Roadway Segment SExisting Project Project Feet CNEL CNEL CNEL Feet CNEL CNEL CNEL Feet CNEL CNEL CNEL Existing Project feet feet feet feet feet feet feet feet feet Existing Project Santa Anita Ave to 1st Ave 25.0 1,950 2,200 2,380 61.1 59 28 13 61.6 64 30 14 62.0 68 31 15 0.9 0.3 61.1 61.1 61.1 61.6 61.6 61.6 62.0 62.0 62.0 +0.9 +0.3 1st Ave to Indiana St 25.0 910 910 1,600 57.8 36 17 8 57.8 36 17 8 60.3 52 24 11 2.5 2.5 57.8 57.8 57.8 57.8 57.8 57.8 60.3 60.3 60.3 +2.5 +2.5 Santa Anita Ave to 1st Ave 30.0 21,960 23,140 23,360 72.7 352 163 76 72.9 364 169 78 73.0 366 170 79 0.3 0.0 72.7 72.7 72.7 72.9 72.9 72.9 73.0 73.0 73.0 +0.3 +0.0 1st Ave to 2nd Ave 30.0 22,980 24,090 24,260 72.9 362 168 78 73.1 374 174 81 73.1 376 174 81 0.2 0.0 72.9 72.9 72.9 73.1 73.1 73.1 73.1 73.1 73.1 +0.2 +0.0 Santa Clara St to Wheeler Ave 35.0 16,480 17,210 17,350 71.5 293 136 63 71.7 302 140 65 71.7 304 141 65 0.2 0.0 71.5 71.5 71.5 71.7 71.7 71.7 71.7 71.7 71.7 +0.2 +0.0 Wheeler Ave to Huntington Dr 35.0 16,170 16,630 16,640 71.4 290 134 62 71.6 295 137 64 71.6 295 137 64 0.1 0.0 71.4 71.4 71.4 71.6 71.6 71.6 71.6 71.6 71.6 +0.1 +0.0 Santa Clara St to Wheeler Ave 35.0 2,560 2,590 2,620 63.4 85 39 18 63.5 85 40 18 63.5 86 40 19 0.1 0.1 63.4 63.4 63.4 63.5 63.5 63.5 63.5 63.5 63.5 +0.1 +0.1 Wheeler Ave to Huntington Dr 35.0 4,580 4,920 5,400 66.0 125 58 27 66.3 131 61 28 66.7 139 65 30 0.7 0.4 66.0 66.0 66.0 66.3 66.3 66.3 66.7 66.7 66.7 +0.7 +0.4 Assumptions: Fleet Mix 92% Autos 3% Medium Trucks Simplified to 2 lanes 6.1 meters=20.0 feet from centerline 5% Heavy Trucks future 6.1 meters=20.0 feet from centerline Time of Day:70% Day Noise path decay parameter for hard site 15% Evening 15% Night 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 Site parameter:0.0 (0=hard, 1=soft) HALFSEP 1/2 lane separation 6.1 HALFSEPFUT 1/2 lane separation (future)6.1 Lane separation:2 ___ ___4 ___ ___ ___ ___ consider + + + <--------> + moving lanes only 6 ___ ___ ___ ___ ___ ___ + <-------------> + 8 + ___ ___ ___ ___ ___ ___ ___ ___ + <-----------------> + California base noise levels: Autos 5.2+38.8 Log10 (speed, mi/hr) = -2.8 + 38.8 Log10 (speed, km/hr) Light trucks:35.3 + 25.6 Log10 (speed, mi/hr) = 30 + 25.6 Log10 (speed, km/hr) Heavy trucks:25-31 mi/hr:51.9 + 19.2 Log10 (speed, mi/hr) = 47.9 + 19.2 Log10 (speed, km/hr) 35-65 mi/hr:50.4 + 19.2 Log10 (speed, mi/hr) = 46.4 + 19.2 Log10 (speed, km/hr) 31-35 mi/hr:straight line interpolation between above two curves Wheeler Ave Huntington Dr Santa Anita Ave 1st Ave Construction Generated Noise Building Type Domestic Housing Distance (ft) Construction Noise at 50 Feet (dBA Leq)50 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 83 83 Excavation 88 75 Foundation Construction 81 81 Building Construction 81 65 Finishing and Site Cleanup 88 72 Maximum Construction Noise (dBA Leq)60 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 81 81 Excavation (Site Preparation)86 73 Foundation Construction 79 79 Building Construction 79 63 Paving 86 70 Average Construction Noise (dBA Leq)200 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 71 71 Excavation (Site Preparation)76 63 Foundation Construction 69 69 Building Construction 69 53 Paving 76 60 Maximum Construction Noise (dBA Leq)10 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 97 97 Excavation (Site Preparation)102 89 Foundation Construction 95 95 Building Construction 95 79 Paving 102 86 Average Construction Noise (dBA Leq)160 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 73 73 Excavation (Site Preparation)78 65 Foundation Construction 71 71 Building Construction 71 55 Paving 78 62 Maximum Construction Noise (dBA Leq)90 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 78 78 Excavation (Site Preparation)83 70 Foundation Construction 76 76 Building Construction 76 60 Paving 83 67 Average Construction Noise (dBA Leq)270 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 68 68 Excavation (Site Preparation)73 60 Foundation Construction 66 66 Building Construction 66 50 Paving 73 57 Maximum Construction Noise (dBA Leq)10 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 97 97 Excavation (Site Preparation)102 89 Foundation Construction 95 95 Building Construction 95 79 Paving 102 86 Average Construction Noise (dBA Leq)160 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 73 73 Excavation (Site Preparation)78 65 Foundation Construction 71 71 Building Construction 71 55 Paving 78 62 Commercial Use to the East of the Project Site 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. Office Uses to the North of the Project Site Commercial Uses to the West of the Project Site Commercial Uses to the South of the Project Site Construction Generated Vibration Office Uses to the North of the Project Site Closest Distance (feet): 60 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Vibratory roller 0.21 0.056 Large bulldozer 0.089 0.024 Small bulldozer 0.003 0.001 Jackhammer 0.035 0.009 Loaded trucks 0.076 0.020 Criteria 0.500 Commercial Uses to the West of the Project Site Closest Distance (feet): 5 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Small bulldozer 0.003 0.034 Jackhammer 0.035 0.391 Loaded trucks 0.076 0.850 Criteria 0.500 Commercial Uses to the South of the Project Site Closest Distance (feet): 90 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Small bulldozer 0.003 0.000 Jackhammer 0.035 0.005 Loaded trucks 0.076 0.011 Criteria 0.500 Commercial Use to the East of the Project Site Closest Distance (feet): 5 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Small bulldozer 0.003 0.034 Jackhammer 0.035 0.391 Loaded trucks 0.076 0.850 Criteria 0.500 0 Closest Distance (feet): 10 Approximate RMS a Approximate RMS Velocity at 25 ft, Velocity Level, Equipment inch/second inch/second Vibratory roller 0.21 0.830 Caisson Drill 0.089 0.352 Large bulldozer 0.089 0.352 Small bulldozer 0.003 0.012 Jackhammer 0.035 0.138 Loaded trucks 0.076 0.300 Criteria 0.500 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). APPENDIX H TRAFFIC STUDY FINALTraffic Impact Study for Huntington PlazaPREPARED FORNew World International Investment, LLCSeptember 2019 TRAFFIC IMPACT STUDY FOR HUNTINGTON PLAZA ARCADIA, CALIFORNIA Prepared For New World International Investment, LLC Prepared By Psomas Project No. 3NWI010100 September 2019 September 2019 Traffic Impact Study for Huntington Plaza Page i TABLE OF CONTENTS 1. EXECUTIVE SUMMARY __________________________________________________ 1 2. INTRODUCTION _________________________________________________________ 3 2.1. STUDY AREA ____________________________________________________________ 5 2.2. ANALYSIS METHODOLOGY ________________________________________________ 6 2.2.1. INTERSECTION CAPACITY UTILIZATION (ICU) _________________________________ 6 2.2.2. HIGHWAY CAPACITY MANUAL _____________________________________________ 7 3. EXISTING STUDY AREA _________________________________________________ 8 3.1. ROADWAY NETWORK _____________________________________________________ 8 3.2. EXISTING SITE ___________________________________________________________ 9 3.3. TRAFFIC VOLUMES ______________________________________________________ 10 3.3.1. VEHICULAR TRAFFIC ____________________________________________________ 10 3.3.2. BICYCLE/PEDESTRIAN TRAFFIC ___________________________________________ 10 4. FUTURE TRAFFIC VOLUMES ___________________________________________ 13 4.1. PROJECT TRAFFIC_______________________________________________________ 13 4.1.1. TRIP GENERATION ______________________________________________________ 13 4.1.2. COMPARISON TO GENERAL PLAN __________________________________________ 14 4.1.3. TRIP DISTRIBUTION _____________________________________________________ 15 4.1.4. TRAFFIC VOLUMES _____________________________________________________ 15 4.2. CUMULATIVE PROJECTS _________________________________________________ 18 4.2.1. TRIP GENERATION ______________________________________________________ 20 4.2.2. TRIP DISTRIBUTION _____________________________________________________ 21 4.2.3. TRAFFIC VOLUMES _____________________________________________________ 21 5. OPERATIONAL ANALYSIS – EXISTING CONDITIONS _____________________ 25 5.1. EXISTING CONDITIONS WITHOUT PROJECT __________________________________ 25 5.2. EXISTING PLUS PROJECT CONDITIONS ______________________________________ 25 5.3. EXISTING PLUS PROJECT SIGNIFICANT IMPACT EVALUATION ___________________ 26 September 2019 Traffic Impact Study for Huntington Plaza Page ii 6. OPERATIONAL ANALYSIS – CUMULATIVE CONDITIONS _________________ 27 6.1. EXISTING + CUMULATIVE CONDITIONS WITHOUT PROJECT ____________________ 27 6.2. EXISTING + CUMULATIVE CONDITIONS WITH PROJECT ________________________ 27 6.3. CUMULATIVE PLUS PROJECT SIGNIFICANT IMPACT EVALUATION _______________ 27 6.4. ALLEY ACCESS AND OPERATIONS __________________________________________ 28 7. CUMULATIVE IMPACT EVALUATION ___________________________________ 29 8. VEHICLE MILES TRAVELED ____________________________________________ 30 9. CONSTRUCTION TRAFFIC ______________________________________________ 31 10. SUMMARY AND CONCLUSIONS _________________________________________ 32 11. REFERENCES __________________________________________________________ 33 APPENDIX A – TRAFFIC VOLUME DATA APPENDIX B – ICU SPREADSHEETS AND SYNCHRO REPORTS – EXISTING CONDITIONS APPENDIX C – ICU SPREADSHEETS AND SYNCHRO REPORTS – CUMULATIVE CONDITIONS September 2019 Traffic Impact Study for Huntington Plaza Page iii LIST OF FIGURES FIGURE 1. SITE LOCATION _______________________________________________________________ 4 FIGURE 2. STUDY INTERSECTIONS _________________________________________________________ 5 FIGURE 3. EXISTING TRAFFIC VOLUMES – VEHICLES _________________________________________ 11 FIGURE 4. EXISTING TRAFFIC VOLUMES – BICYCLES AND PEDESTRIANS __________________________ 12 FIGURE 5. PROJECT TRIP DISTRIBUTION ___________________________________________________ 15 FIGURE 6. PROJECT TRAFFIC VOLUMES ____________________________________________________ 16 FIGURE 7. EXISTING PLUS PROJECT TRAFFIC VOLUMES _______________________________________ 17 FIGURE 8. CUMULATIVE PROJECTS LOCATION ______________________________________________ 19 FIGURE 9. CUMULATIVE PROJECTS TRAFFIC VOLUMES ________________________________________ 22 FIGURE 10. EXISTING + CUMULATIVE WITHOUT PROJECT TRAFFIC VOLUMES ______________________ 23 FIGURE 11. EXISTING + CUMULATIVE WITH PROJECT TRAFFIC VOLUMES _________________________ 24 LIST OF TABLES TABLE 1. SIGNIFICANT IMPACT THRESHOLDS – ICU METHODOLOGY ______________________________ 7 TABLE 2. PROJECT TRIP GENERATION _____________________________________________________ 14 TABLE 3. COMPARISON OF PROJECT AND GENERAL PLAN TRIP GENERATION_______________________ 14 TABLE 4. CUMULATIVE PROJECTS DESCRIPTION _____________________________________________ 18 TABLE 5. CUMULATIVE PROJECTS TRIP GENERATION _________________________________________ 20 September 2019 Traffic Impact Study for Huntington Plaza Page 1 1. EXECUTIVE SUMMARY Huntington Plaza is a proposed 1.74-acre mixed use development located within the central portion of the City of Arcadia. The development will include a maximum of 139 mid-rise residential units (which falls within the guidelines in the City of Arcadia General Plan1 for residential density) and 11,150 square feet of retail uses. A recent site plan update includes a retail area of only 10,200 square feet, but to be conservative, this study provides analysis based on the larger (11,150 square feet) retail area. To assess the potential traffic impacts of the proposed project, this traffic impact study followed the Los Angeles County Traffic Impact Analysis Report Guidelines2. The study area included the following intersections: 1. Colorado Boulevard and Santa Anita Avenue (signalized) 2. Santa Clara Street and Santa Anita Avenue (signalized) 3. Wheeler Avenue and Santa Anita Avenue (unsignalized) 4. Huntington Drive and Santa Anita Avenue (signalized) 5. Huntington Drive and 1st Avenue (signalized) 6. Wheeler Avenue and 1st Avenue (signalized) 7. Santa Clara Street and 1st Avenue (signalized) 8. Huntington Drive and 2nd Avenue (signalized) In addition, the following scenarios were evaluated in this study to assess potential traffic impacts in the vicinity of the project: · Existing Conditions Without Project · Existing Plus Project Conditions · Existing + Cumulative Conditions Without Project · Existing + Cumulative Conditions With Project The project is expected to generate 958 total daily trips, including 52 AM peak hour trips and 83 new PM peak hour trips. However, the project will replace three existing buildings. Therefore, the project is expected to generate 856 new daily trips, including 35 new AM peak hour trips and 65 new PM peak hour trips. September 2019 Traffic Impact Study for Huntington Plaza Page 2 Under all scenarios, all study intersections are expected to operate at satisfactory levels of service (LOS). No significant impacts are anticipated, and no mitigations are required. In addition, the existing alley is expected to continue to operate efficiently with the project. Although the project is not expected to have a significant impact on any of the study intersections, the Huntington Drive/Santa Anita Avenue meets the significant impact thresholds when comparing existing conditions and existing plus cumulative with project conditions. Therefore, the project would typically be responsible for contributing its fair share of the funding needed to improve the affected location. However, the anticipated impact fee payments from the project will sufficient to account for its contribution to the cumulative impact, so no additional monetary contribution will be required. Further, per the 2018 CEQA Statute and Guidelines, vehicle miles traveled (VMT) is “the most appropriate measure of transportation impacts.” However, because Huntington Plaza is a mixed-use development within ½ mile of the Arcadia Metro’s Gold Line Rail Station, the project is presumed to have a less than significant impact on VMT. September 2019 Traffic Impact Study for Huntington Plaza Page 3 2. INTRODUCTION A 1.74-acre mixed use development (Huntington Plaza) is proposed within the central portion of the City of Arcadia and it will include a maximum of 139 mid-rise residential units and 11,150 square feet of retail uses. A recent site plan update includes a retail area of only 10,200 square feet, but to be conservative, this study provides analysis based on the larger (11,150 square feet) retail area. The proposed development will involve one level of subterranean parking and five levels of above ground development. The project is partially located in the City’s Downtown Mixed Use and Central Business District areas south of Wheeler Avenue, west of Indiana Street and the Metro’s Gold Line Railroad, north of Huntington Drive, and east of existing commercial projects adjacent to 1st Avenue, as shown in Figure 1. This Traffic Impact Analysis (TIA) is part of the study to provide California Environmental Quality Act (CEQA) documentation for the proposed Huntington Plaza project in support of the project’s environmental document. The analysis is based on the Los Angeles County Traffic Impact Analysis Preparation Guide and evaluates the impacts of potential increase in trips resulting from the project. For this study, the following scenarios were evaluated to assess potential traffic impacts in the vicinity of the project: · Existing Conditions Without Project · Existing Plus Project Conditions · Existing + Cumulative Conditions Without Project · Existing + Cumulative Conditions With Project The study area and the traffic impact analysis methodology used in this study are described in the following sections. September 2019 Traffic Impact Study for Huntington Plaza Page 4 Figure 1. Site Location September 2019 Traffic Impact Study for Huntington Plaza Page 5 2.1. STUDY AREA The study area includes eight intersections in the vicinity of the project. Figure 2 shows the location of all intersections, which are listed below: 1. Colorado Boulevard and Santa Anita Avenue (signalized) 2. Santa Clara Street and Santa Anita Avenue (signalized) 3. Wheeler Avenue and Santa Anita Avenue (unsignalized) 4. Huntington Drive and Santa Anita Avenue (signalized) 5. Huntington Drive and 1st Avenue (signalized) 6. Wheeler Avenue and 1st Avenue (signalized) 7. Santa Clara Street and 1st Avenue (signalized) 8. Huntington Drive and 2nd Avenue (signalized) Figure 2. Study Intersections September 2019 Traffic Impact Study for Huntington Plaza Page 6 2.2. ANALYSIS METHODOLOGY Level of Service (LOS) is the typical measure used to characterize the quality of traffic operations at an intersection or roadway segment. At intersections, LOS A represents relatively free operating conditions, whereas LOS F has unstable flow and congestion with volumes at or near the capacity of the intersection. Excessive delays and queues can occur when LOS is not acceptable. The City of Arcadia considers LOS D to be acceptable, but LOS E is permitted for intersections and roadways at or adjacent to the downtown are per the Circulation and Infrastructure Element of the 2010 General Plan. The City has confirmed that LOS E is permitted for the intersections and roadways which are under evaluation in this study. The traffic generated by the project or by the project in combination with other projects in the area could worsen the LOS of an intersection. To assess the potential traffic impacts due to the construction of Huntington Plaza as well as related projects in the vicinity of the study site, a traffic impact analysis was conducted for the following scenarios: · Existing Conditions Without Project · Existing Plus Project Conditions · Existing + Cumulative Conditions Without Project · Existing + Cumulative Conditions With Project This TIA follows the Los Angeles County Traffic Impact Analysis Report Guidelines, which apply the Intersection Capacity Utilization (ICU) methodology at signalized intersections and the Highway Capacity Manual (HCM)3 methodology at unsignalized intersections. 2.2.1. Intersection Capacity Utilization (ICU) The ICU methodology is used to determine the operating LOS of signalized intersections. This methodology requires the calculation of the intersection volume/capacity (V/C) ratio, which is the summation of critical lane group flow ratios with a yellow clearance adjustment. The LOS estimated by the ICU methodology is directly related to the intersection V/C ratio. Per the LA County guidelines, a maximum of 2,880 vehicles per hour per lane should be used in the ICU method for dual left-turn lanes, and a maximum of 1,600 vehicles per hour September 2019 Traffic Impact Study for Huntington Plaza Page 7 per lane should be used for the remaining lane configurations. A ten percent yellow clearance time (i.e. lost time) should be included in the calculations. The impact related to the project is considered significant if the increase in the volume to capacity (v/c) ratio equals or exceeds the values shown in Table 1. Table 1. Significant Impact Thresholds – ICU Methodology Intersection Conditions Pre-Project Project V/C Increase LOS V/C C 0.71 to 0.80 0.04 or more D 0.81 to 0.90 0.02 or more E/F 0.91 or more 0.01 or more The following intersections were evaluated using the ICU methodology: 1. Colorado Boulevard and Santa Anita Avenue 2. Santa Clara Street and Santa Anita Avenue 4. Huntington Drive and Santa Anita Avenue 5. Huntington Drive and 1st Avenue 6. Wheeler Avenue and 1st Avenue 7. Santa Clara Street and 1st Avenue 8. Huntington Drive and 2nd Avenue To account for the rail at the Santa Clara Street and 1st Avenue intersection, the ICU was determined using Synchro. 2.2.2. Highway Capacity Manual The LA County guidelines do not refer to significant impacts at unsignalized intersections. However, this study applied the HCM methodology to evaluate unsignalized intersections, which defines LOS based on delay. The analyses for the unsignalized intersection of Wheeler Avenue and Santa Anita Avenue (#3) was conducted using the software Synchro. Although no thresholds are available for significant impacts at unsignalized intersections, several jurisdictions recommend evaluation methodologies. For example, the LADOT guidelines recommend that if an unsignalized intersection has a LOS E or F in the “future with project” scenario, a signal warrant analysis should be conducted. September 2019 Traffic Impact Study for Huntington Plaza Page 8 3. EXISTING STUDY AREA 3.1. ROADWAY NETWORK There are several existing roadways in the vicinity of the project. The major roadways listed in the City of Arcadia General Plan are discussed below: Santa Anita Avenue: From Huntington Drive to Colorado Boulevard, Santa Anita Avenue is a four-lane divided road with parallel parking and no bike lanes. Santa Anita Avenue is classified as a primary arterial by the City of Arcadia. The roadway has a 35 MPH posted speed limit. The General Plan states that this section of Santa Anita Avenue will be restriped to include six lanes, and on-street parking will be prohibited in peak periods. 1st Avenue: From Huntington Drive to Colorado Boulevard, 1st Avenue is classified as a collector by the City of Arcadia. The roadway has a 35 MPH posted speed limit. Road characteristics vary for each of the following segments on 1st Avenue: · From Huntington Drive to Wheeler Avenue and St. Joseph Street to Colorado Boulevard: three-lane road (one lane in each direction and a two-way left-turn lane) with parallel parking and bike lanes on both sides. · From Wheeler Avenue to St. Joseph Street: three-lane road (one lane in each direction and a two-way left-turn lane) with parallel parking on both sides, but no delineated bike lanes. 2nd Avenue: From Huntington Drive to Colorado Boulevard, 2nd Avenue is classified as a collector by the City of Arcadia. The roadway has a 35 MPH posted speed limit. Road characteristics vary for each of the following segments on 2nd Avenue: · From Huntington Drive to Santa Clara Street: five-lane road (two lanes in each direction and a two-way left-turn lane) with parallel parking and no bike lanes. · From Santa Clara Street to Colorado Boulevard: four-lane undivided road with parallel parking and no bike lanes. September 2019 Traffic Impact Study for Huntington Plaza Page 9 Colorado Boulevard: From Santa Anita Avenue to 2nd Avenue, Colorado Boulevard is a two-lane undivided road with on-street parallel parking on both sides and no bike lanes. The roadway is classified as an enhanced collector by the City of Arcadia and has a 35 MPH posted speed limit. The General Plan states that this section of Colorado Boulevard will be restriped to include four lanes, but no roadway widening will be required. On-street parking will be retained on one side of the street, and left turn lanes will be provided at intersections. Santa Clara Street: From Santa Anita Avenue to 2nd Avenue, Santa Clara Street is classified as an enhanced collector. The roadway has a 35 MPH posted speed limit and road characteristics vary for each of the following segments: · From Santa Anita Avenue to 1st Avenue: a three-lane road (one lane in each direction and a two-way left-turn lane) with bike lanes on both directions and no on-street parking. · From 1st Avenue to 2nd Avenue: two-lane road with on-street parallel parking on both sides and no bike lanes. The General Plan states that this section of Santa Clara Street will be restriped to include four lanes, but no roadway widening will be needed. On-street parking will be prohibited. Huntington Drive: The City of Arcadia classifies Huntington Drive as a primary arterial from Santa Anta Avenue to 2nd Avenue. Huntington Drive is a four-lane divided roadway with parallel parking on both sides of the road and no bike lanes. The study segment of Huntington Drive is part of the Historic Route 66 and has a 30 MPH posted speed limit. 3.2. EXISTING SITE The project site is located within the central portion of the City of Arcadia that is covered by the Downtown Parking Overlay, and it is located within both the Downtown Mixed Use (DMU) zone and the Central Business District (CBD) zone. The proposed development will include a maximum of 139 mid-rise residential units and 11,150 square feet of retail uses. The project will replace a 2,100 square-foot auto repair shop (Dan’s AutoCare), 18,300 square feet of light industrial use (Arcadia Party Rentals), and two vacant buildings. September 2019 Traffic Impact Study for Huntington Plaza Page 10 3.3. TRAFFIC VOLUMES Traffic volumes were collected at the eight study intersections on Thursday, July 19, 2018 by National Data & Surveying Services (NDS) for Psomas from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM. Traffic volumes were collected for vehicular traffic, pedestrians, and cyclists entering each of the intersections. The peak hours were found to be from 8:00 to 9:00 AM and from 5:00 to 6:00 PM, with the PM peak hour volumes being generally higher than the AM volumes. Although the volumes were collected when most schools were not in session, school traffic does not generally contribute much to the overall PM peak hour of a facility; therefore, it was assumed that the volumes would be acceptable for use in this analysis. All collected traffic volume data is included in Appendix A. 3.3.1. Vehicular Traffic Vehicular peak hour traffic volumes are shown in Figure 3. Overall, the volumes are higher in the PM peak hour than in the AM peak hour. 3.3.2. Bicycle/Pedestrian Traffic Pedestrian traffic is high within the study area because there are several pedestrian generators near the study intersections including restaurants, stores, fitness centers, hair salons, a post office, bus stops, and a rail station. Cyclist traffic volumes are not particularly high within the study area; volumes do not exceed eight bicycles per hour for any movement. Bicycle and pedestrian peak hour traffic volumes are shown in Figure 4. As seen in Figure 4, the Santa Clara Street/1st Avenue intersection (#7) and the Wheeler Avenue/1st Avenue intersection (#6) have the highest pedestrian traffic in both AM and PM peak hours, which can be explained by their proximity to the Arcadia Rail Station. Similar to the vehicular traffic, volumes are higher in the PM peak hour. Figure 3. Existing Traffic Volumes - VehiclesSeptember2019Huntington PlazaTraffic Impact StudyLEGENDIntersection NumberXX AM Peak Hour Traffic Volumes(XX) PM Peak Hour Traffic VolumesXNColorado BlvdSanta Anita AveSanta Clara StWheeler AveHuntington Dr1st Ave2nd AveI-210ArcadiaRailStation46587321HuntingtonPlaza NColorado BlvdSanta Anita AveSanta Clara StWheeler AveHuntington Dr1st Ave2nd AveI-210ArcadiaRailStation46587321HuntingtonPlazaFigure 4. Existing Peak Hour Traffic Volumes - Bicycles andPedestriansSeptember2019Huntington PlazaTraffic Impact Study3P(1P)5P(13P)5P(2P)3P(8P)22P(18P)16P(18P)15P(13P)16P(24P)19P(19P)10P(22P)18P(17P)17P(25P)15P(5P)17P(24P)13P(5P)3P(3P)1P(4P)0P(6P)7P(6P)4P(2P)5P(6P)7P(6P)22P(3P)29P(40P)8P(8P)28P(29P)7P(4P)56P(74P)5P(7P)2P(3P)6P(6P)LEGENDIntersection NumberPedestrian AM Peak Hour VolumesPedestrian PM Peak Hour VolumesBicycle AM Peak Hour VolumesBicycle PM Peak Hour VolumesXxxP(xxP)xx(xx) September 2019 Traffic Impact Study for Huntington Plaza Page 13 4. FUTURE TRAFFIC VOLUMES 4.1. PROJECT TRAFFIC 4.1.1. Trip Generation The proposed project includes a maximum of 139 residential units and 11,150 square feet of retail use. The trip generation was calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual4. ITE trip generation rates for land use code 221 (Multifamily Housing Mid-Rise) were applied to estimate trip generation for the residential units. For the retail portion of the project, land use code 820 (Shopping Center) was applied to this study. Based on information in the ITE Trip Generation Handbook5, it was estimated that approximately 10% of the residential trips would be internal to the project (i.e. to/from the retail areas). In addition, 34% of the retail trips are assumed to be pass-by trips. A pass- by (or diverted link) trip is one which is already on the network but will divert to the retail uses before continuing to their original destination. Therefore, pass-by trips to not add to the total traffic on the adjacent roadway network but do influence the turning movements into and out of the site. There are several existing buildings on the project site which are currently occupied, including Dan’s Auto Care (134 East Wheeler Avenue) and Arcadia Party Rentals (124/126/128 East Wheeler Avenue). The trip generation for the existing sites was estimated using the ITE trip generation rates for land use codes 942 (Automobile Care Center) and 110 (General Light Industrial), respectively. Trips from the existing uses that will be replaced by the project were then discounted from the total trips expected to be generated by the project to estimate the total new external project trips. Table 2 shows the summary of the net trips generated by the project. As seen in the table, the project will generate 35 total new external trips in the AM peak hour and 65 new external trips in the PM peak hour. The project will also generate 856 new external daily trips. September 2019 Traffic Impact Study for Huntington Plaza Page 14 Table 2. Project Trip Generation 4.1.2. Comparison to General Plan As previously discussed, this project is in the Downtown Mixed Use (DMU) area of the City. The DMU guidelines include the following: · 40% residential at maximum 80 units per acre, maximum 80% developed · 60% commercial, maximum 80% developed Based on those guidelines and using the same ITE trip generation rates that were used for the project, trip generation for the 1.74-acre project site was calculated. Table 3 shows the project and General Plan trip generation; as seen in the table, the project will generate fewer PM peak hour and fewer daily trips than the site would under the General Plan provisions. Table 3. Comparison of Project and General Plan Trip Generation In Out In Out Mid-Rise Apartments Dwelling Units 139 13 37 37 24 756 -1 -4 -4 -2 -76 Retail 1,000 SF 11,150 6 4 20 22 421 -2 -1 -7 -8 -143 16 36 47 36 958 Dan's Auto Care 1,000 SF 2,100 -3 -2 -3 -3 -11 Arcadia Party Rentals 1,000 SF 18,300 -11 -2 -1 -10 -91 -14 -3 -5 -13 -102 2 33 42 23 856 Daily NEW LAND USES EXISTING TRIPS TO BE REPLACED Total Trips to be Replaced Total New Trips Internal Capture Pass-By Trips Total Trips - New Land Uses Units Number of Units AM PM Development Type In Out In Out 16 36 47 36 958 Mid-Rise Apartments Dwelling Units 45 4 12 12 8 242 0 -1 -1 -1 -24 Retail 1,000 SF 36,381 21 13 67 72 1,373 -7 -4 -23 -25 -467 18 19 55 54 1,125 -2 17 -8 -18 -166 DailyDevelopment Type Units Number of Units AM PM Difference Between Project and General Plan Internal Capture Pass-By Trips Total Trips - New Land Uses Project Total Trips - New Land Uses General Plan September 2019 Traffic Impact Study for Huntington Plaza Page 15 4.1.3. Trip Distribution The distribution of the trips expected to be generated by Huntington Plaza was estimated in coordination with the City of Arcadia. Figure 5 (on page 14) shows the assumed trip distribution for project trips in the study area. To be conservative, it was assumed that all project traffic would access the site via Wheeler Avenue. However, ingress will also be provided from the alley located between Wheeler Avenue and Huntington Drive which currently provides access to parking in the area. Alley operations will be discussed further in Section 6.4. 4.1.4. Traffic Volumes Using the project trip generation and trip distribution, the project traffic volumes at each of the study intersections were calculated and are shown in Figure 6. Figure 7 shows the expected traffic at the study intersections including existing volumes plus project volumes. Figure 5. Project Trip Distribution Figure 6. Project Traffic VolumesSeptember2019Huntington PlazaTraffic Impact StudyLEGENDIntersection NumberXX AM Peak Hour Traffic Volumes(XX) PM Peak Hour Traffic VolumesXNColorado BlvdSanta Anita AveSanta Clara StWheeler AveHuntington Dr1st Ave2nd AveI-210ArcadiaRailStation46587321HuntingtonPlaza Figure 7. Existing Plus Project Traffic VolumesSeptember2019Huntington PlazaTraffic Impact StudyLEGENDIntersection NumberXX AM Peak Hour Traffic Volumes(XX) PM Peak Hour Traffic VolumesXNColorado BlvdSanta Anita AveSanta Clara StWheeler AveHuntington Dr1st Ave2nd AveI-210ArcadiaRailStation46587321HuntingtonPlaza September 2019 Traffic Impact Study for Huntington Plaza Page 18 4.2. CUMULATIVE PROJECTS Cumulative traffic volumes were estimated based on the planned cumulative projects in the vicinity of the project. Planned projects within a one-mile radius from the project site were provided by the City of Arcadia and were included in this study. There are seven cumulative projects that could potentially impact traffic in the study intersections, as described in Table 4 and shown in Figure 8. Table 4. Cumulative Projects Description Project Description Size 1 Hotel 175 Hotel Rooms 2,500 SF Restaurant (Part of Hotel) 1,800 SF Coffee Shop 42,700 SF Medical Office 2 Mixed-Use 38 Apartment Units 16,175 SF Commercial 3 Mixed-Use 37 Condo Units 19,360 SF Commercial 4 Residential - Condominium 20 Units 5 Residential - Condominium 20 Units 6 Hotel and Mixed-Use Development 227 Hotel Rooms 96 Condo Units 38,196 SF Commercial 7 Medical Office, Retail 23,300 SF Medical Office 7,050 SF Retail/Restaurant Figure 8. Cumulative Projects LocationSeptember2019Huntington PlazaTraffic Impact Study1-7356724NLEGENDStudy Intersection Cumulative Project Number Project Locationx September 2019 Traffic Impact Study for Huntington Plaza Page 20 4.2.1. Trip Generation Cumulative traffic volumes were estimated based on trip generation and distribution for the planned cumulative projects following the ITE Trip Generation Manual guidelines. Table 5 summarizes trip generation for all cumulative projects. As seen in the table, cumulative projects are expected to generate 496 new trips during the AM peak hour and 707 new trips during the PM peak hour. Table 5. Cumulative Projects Trip Generation In Out In Out Hotel and Restaurant Number of Rooms 175 49 34 54 51 Coffee Shop 1,000 Square Feet 1.8 82 78 39 39 Medical Office 1,000 Square Feet 42.7 93 26 41 106 -78 -75 -40 -40 145 63 94 157 Multifamily Housing (Mid-Rise) Number of Units 38 4 10 10 7 Shopping Center 1,000 Square Feet 16.2 9 6 30 32 -4 -3 -11 -12 9 13 29 27 Multifamily Housing (Mid-Rise) Number of Units 37 3 10 10 6 Shopping Center 1,000 Square Feet 19.4 11 7 35 38 -4 -3 -13 -14 11 13 32 31 Multifamily Housing (Low-Rise) Number of Units 20 2 7 7 4 0 0 0 0 2 7 7 4 Multifamily Housing (Low-Rise) Number of Units 20 2 7 7 4 0 0 0 0 2 7 7 4 Hotel Number of Rooms 227 63 44 69 67 Multifamily Housing (Mid-Rise) Number of Units 96 9 26 26 16 Shopping Center 1,000 Square Feet 38.2 22 14 70 76 -9 -6 -48 -50 86 77 117 109 Medical Office 1,000 Square Feet 23.3 51 14 23 58 Shopping Center 1,000 Square Feet 7.1 4 3 13 14 -1 -1 -4 -5 53 16 31 67 306 190 311 396 PM Project Development Units Number of Units AM 1 Pass-By Trips/Internal Capture Total Trips - Related Project 1 2 Pass-By Trips/Internal Capture Total Trips - Related Project 2 3 Pass-By Trips/Internal Capture Total Trips - Related Project 3 4 Pass-By Trips/Internal Capture Total Trips - Related Project 4 7 Pass-By Trips/Internal Capture Total Trips - Related Project 7 Total New Trips 5 Pass-By Trips/Internal Capture Total Trips - Related Project 5 6 Pass-By Trips/Internal Capture Total Trips - Related Project 6 September 2019 Traffic Impact Study for Huntington Plaza Page 21 4.2.2. Trip Distribution Trip distribution of the cumulative project trips followed the same assumptions as the August 2016 Traffic Impact Analysis for the City of Arcadia – Traffic Impact Fee Update6 report. The trip distribution was developed based on the locations of residential and employment centers, characteristics of the City street system, the level of accessibility of routes to and from each area of the City, existing intersection traffic volumes, and the ingress/egress availability based on the proposed trip generation zone locations and street access. Traffic both entering and exiting the study area was assigned to the surrounding street system based on the following general distribution pattern: 20% to/from the north, 30% to/from the east, 30% to/from the south, and 20% to/from the west. 4.2.3. Traffic Volumes Figure 9 shows the cumulative projects traffic volumes at each of the study intersections during the morning and afternoon peak hours. Figure 10 shows existing plus cumulative without project traffic volumes. Figure 11 shows the total estimated future traffic, including the existing volumes, volumes expected to be generated by cumulative projects, and volumes expected to be generated by the project. Figure 9. Cumulative Projects Traffic VolumesSeptember2019Huntington PlazaTraffic Impact StudyLEGENDIntersection NumberXX AM Peak Hour Traffic Volumes(XX) PM Peak Hour Traffic VolumesXNColorado BlvdSanta Anita AveSanta Clara StWheeler AveHuntington Dr1st Ave2nd AveI-210ArcadiaRailStation46587321HuntingtonPlaza Figure 10. Existing + Cumulative Without Project Traffic VolumesSeptember2019Huntington PlazaTraffic Impact StudyLEGENDIntersection NumberXX AM Peak Hour Traffic Volumes(XX) PM Peak Hour Traffic VolumesXNColorado BlvdSanta Anita AveSanta Clara StWheeler AveHuntington Dr1st Ave2nd AveI-210ArcadiaRailStation46587321HuntingtonPlaza Figure 11. Existing + Cumulative With Project Traffic VolumesSeptember2019Huntington PlazaTraffic Impact StudyLEGENDIntersection NumberXX AM Peak Hour Traffic Volumes(XX) PM Peak Hour Traffic VolumesXNColorado BlvdSanta Anita AveSanta Clara StWheeler AveHuntington Dr1st Ave2nd AveI-210ArcadiaRailStation46587321HuntingtonPlaza September 2019 Traffic Impact Study for Huntington Plaza Page 25 5. OPERATIONAL ANALYSIS – EXISTING CONDITIONS As previously discussed, the signalized intersections were evaluated using the ICU methodology and the unsignalized intersection was evaluated using the HCM methodology. For existing and existing plus project conditions, the ICU spreadsheets and Synchro reports are included in Appendix B. 5.1. EXISTING CONDITIONS WITHOUT PROJECT Table 6 in Section 5.3 shows the resulting LOS for each of the study intersections under existing conditions. As seen in the table, all the signalized intersections currently operate with a LOS of D or better in both peak hours, which is acceptable. In addition, the minor street (stop-controlled) movement at the lone unsignalized study intersection operates at LOS C in both peak hours. Recall that for two-way stop-controlled intersections, there is no defined intersection LOS. 5.2. EXISTING PLUS PROJECT CONDITIONS The same approach was used to evaluate existing conditions plus the project. The purpose of the Existing Plus Project analysis is to provide the baseline for assessing environmental impacts, which is generally the existing conditions at the time that the environmental document for the project is prepared. The analysis assesses the transportation and circulation impacts of the proposed project against existing present-day traffic conditions, irrespective of the proposed project’s horizon year. While a requirement of CEQA, a comparative traffic analysis of the impacts associated with implementation of the proposed project as assessed against existing traffic conditions is an unrealistic, hypothetical scenario for the following reasons: · Implementation of the proposed project is not an immediate-term construction project · This scenario does not account for future population and development growth in the City and surrounding areas with or without the proposed project · This scenario does not account for other projected land use projects that should provide for, or contribute to, needed traffic improvements to the circulation system in the study area September 2019 Traffic Impact Study for Huntington Plaza Page 26 · The circulation system is projected to change over time with or without the proposed project The resulting LOS for each of the study intersections for existing plus project conditions is shown in Table 6 in Section 5.3. As shown in the table, all the signalized intersections would operate at LOS D or better in both peak hours. Further, the stop-controlled movement at the Wheeler Avenue/Santa Anita Avenue intersection would operate at LOS C in both peak hours. 5.3. EXISTING PLUS PROJECT SIGNIFICANT IMPACT EVALUATION Table 6 shows the LOS for existing and existing plus project conditions as well as the increase in ICU for the signalized intersections. Recall that although operational information is provided for the unsignalized intersection, projects are not considered to have a significant impact on any unsignalized intersections. As shown in the table, none of the intersections is expected to have a significant impact for the hypothetical existing plus project condition. Therefore, no mitigation is required. Table 6. Existing Plus Project Impacts Analysis ICU or Delay LOS ICU or Delay LOS ICU or Delay LOS ICU or Delay LOS 1 Colorado Blvd Santa Anita Ave 0.60 A 0.73 C 0.60 A 0.73 C 0.00 0.00 NO NO 2 Santa Clara St Santa Anita Ave 0.47 A 0.60 A 0.47 A 0.60 A 0.00 0.00 NO NO 3* Wheeler Ave Santa Anita Ave 18.6 C 22.8 C 18.7 C 23.9 C N/A N/A N/A N/A 4 Huntington Dr Santa Anita Ave 0.82 D 0.87 D 0.82 D 0.87 D 0.00 0.00 NO NO 5 Huntington Dr 1st Ave 0.60 A 0.76 C 0.60 A 0.76 C 0.00 0.00 NO NO 6 Wheeler Ave 1st Ave 0.29 A 0.42 A 0.32 A 0.45 A 0.03 0.03 NO NO 7 Santa Clara St 1st Ave 0.32 A 0.46 A 0.32 A 0.46 A 0.00 0.00 NO NO 8 Huntington Dr 2nd Ave 0.66 B 0.81 D 0.66 B 0.81 D 0.00 0.00 NO NO *Delay and LOS shown are for stop-controlled movement only Intersection Increase in ICU Significant Impact? AM PM AM PM Existing AM Peak PM Peak AM Peak Existing + Project PM Peak September 2019 Traffic Impact Study for Huntington Plaza Page 27 6. OPERATIONAL ANALYSIS – CUMULATIVE CONDITIONS 6.1. EXISTING + CUMULATIVE CONDITIONS WITHOUT PROJECT As for existing conditions, the signalized intersections were evaluated using the ICU methodology and the unsignalized intersection was evaluated using the HCM methodology. Appendix C shows the ICU and Synchro reports for cumulative conditions. Table 7 in Section 6.3 shows the resulting LOS for each of the study intersections under cumulative conditions without the project. As seen in the table, all the signalized intersections are expected to operate at LOS D or better in both peak hours, which is acceptable. In addition, the minor street (stop-controlled) movement at the lone unsignalized study intersection operates at LOS C in both peak hours. Recall that for two- way stop-controlled intersections, there is no defined intersection LOS. 6.2. EXISTING + CUMULATIVE CONDITIONS WITH PROJECT The same approach was used to evaluate cumulative conditions plus the project. The ICU and Synchro reports are included in Appendix C. Table 7 in Section 6.3 shows the resulting LOS for each of the study intersections for cumulative plus project conditions. As seen in the table, all the intersections are expected to continue to operate at LOS D or better in the AM peak hour with the project. Most will also continue to operate at LOS D or better in the PM peak hour except for the Huntington Drive/Santa Anita Avenue intersection, which will deteriorate to LOS E. Recall that LOS E is acceptable for facilities in the downtown area per the City standards, and the City has confirmed that LOS E is permitted for the intersections and roadways which were evaluated in this study. 6.3. CUMULATIVE PLUS PROJECT SIGNIFICANT IMPACT EVALUATION Table 7 shows the LOS for cumulative and cumulative plus project conditions as well as the increase in ICU for the signalized intersections. September 2019 Traffic Impact Study for Huntington Plaza Page 28 Recall that although operational information is provided for the unsignalized intersection, projects are not considered to have a significant impact on any unsignalized intersections. As shown in the table, none of the intersections is expected to have a significant impact for the hypothetical existing plus project condition. Therefore, no mitigation is required. Table 7. Cumulative Plus Project Impacts Analysis 6.4. ALLEY ACCESS AND OPERATIONS After the initial analysis was completed, the site plan was updated to include additional parking along the alley which passes through the site as well as access to the parking structure from the alley. The alley currently operates as a one-way eastbound alley and provides access to various parking and delivery areas between First Avenue and Indiana Street, some of which will be replaced with this project. It is expected that the alley would continue to serve eastbound traffic only; therefore, all project egress is expected to be from Wheeler Avenue at First Avenue. The project parking along the alley will serve much of the retail uses located to the south, while the parking structure on the north side of the alley will serve the residential uses. The residential uses are expected to generate more total traffic trips than the retail uses, and it is expected that most residents will use the main parking structure access located on Wheeler Avenue with fewer using the alley to access parking. However, even if 80% of project traffic were to use the alley (which is conservative), it would result in approximately 34 peak hour trips and 343 daily trips, both of which can be served by the existing alley capacity and would be unlikely to have a notable impact on the alley intersections with First Avenue and Indiana Street. ICU or Delay LOS ICU or Delay LOS ICU or Delay LOS ICU or Delay LOS 1 Colorado Blvd Santa Anita Ave 0.61 B 0.76 C 0.61 B 0.76 C 0.00 0.00 NO NO 2 Santa Clara St Santa Anita Ave 0.49 A 0.62 B 0.49 A 0.62 B 0.00 0.00 NO NO 3 Wheeler Ave Santa Anita Ave 19.2 C 24.1 C 19.5 C 26.4 D N/A N/A N/A N/A 4 Huntington Dr Santa Anita Ave 0.85 D 0.90 D 0.86 D 0.91 E 0.01 0.01 NO NO 5 Huntington Dr 1st Ave 0.62 B 0.77 C 0.63 B 0.77 C 0.01 0.00 NO NO 6 Wheeler Ave 1st Ave 0.29 A 0.44 A 0.32 A 0.47 A 0.03 0.03 NO NO 7 Santa Clara St 1st Ave 0.32 A 0.46 A 0.32 A 0.46 A 0.00 0.00 NO NO 8 Huntington Dr 2nd Ave 0.68 B 0.83 D 0.68 B 0.83 D 0.00 0.00 NO NO *Delay and LOS shown are for stop-controlled movement only Significant Impact? AM Peak PM Peak AM Peak PM Peak AM PM AM PM Intersection Existing + Cumulative Existing + Cumulative + Project Increase in ICU September 2019 Traffic Impact Study for Huntington Plaza Page 29 7. CUMULATIVE IMPACT EVALUATION Although the project is not expected to have a significant impact on any of the study intersections, Los Angeles County guidelines require a measure of the cumulative impact on the roadway network including the proposed project. If a location meets the significant impact thresholds when comparing existing conditions and existing plus cumulative with project conditions, the project is then responsible for contributing its fair share of the funding needed to improve the affected location. As shown in Table 8, there is expected to be a cumulative impact at the intersection of Huntington Drive and Santa Anita Avenue even though the LOS is still considered to be acceptable for the intersection. Table 8. Total Cumulative Impacts Analysis Typically, a fair share contribution for improvements due to a cumulative impact would be calculated for the project. However, after discussions with the City, it was determined that the impact fees to be collected for this project per the City of Arcadia Transportation Impact Fee Program (adopted in October 2016) will be enough to account for the contribution from this project to the cumulative impact at the Huntington Drive and Santa Anita Avenue intersection. Therefore, no additional fair share percentage contribution is required. ICU or Delay LOS ICU or Delay LOS ICU or Delay LOS ICU or Delay LOS 1 Colorado Blvd Santa Anita Ave 0.60 A 0.73 C 0.61 B 0.76 C 0.01 0.03 NO NO 2 Santa Clara St Santa Anita Ave 0.47 A 0.60 A 0.49 A 0.62 B 0.02 0.02 NO NO 3 Wheeler Ave Santa Anita Ave 18.6 C 22.8 C 19.5 C 26.4 D N/A N/A N/A N/A 4 Huntington Dr Santa Anita Ave 0.82 D 0.87 D 0.86 D 0.91 E 0.04 0.04 YES YES 5 Huntington Dr 1st Ave 0.60 A 0.76 C 0.63 B 0.77 C 0.03 0.01 NO NO 6 Wheeler Ave 1st Ave 0.29 A 0.42 A 0.32 A 0.47 A 0.03 0.05 NO NO 7 Santa Clara St 1st Ave 0.32 A 0.46 A 0.32 A 0.46 A 0.00 0.00 NO NO 8 Huntington Dr 2nd Ave 0.66 B 0.81 D 0.68 B 0.83 D 0.02 0.02 NO NO *Delay and LOS shown are for stop-controlled movement only PM Intersection Existing Existing + Cumulative + Project Increase in ICU Cumulative Impact? AM Peak PM Peak AM Peak PM Peak AM PM AM September 2019 Traffic Impact Study for Huntington Plaza Page 30 8. VEHICLE MILES TRAVELED Per the 2018 CEQA Statute and Guidelines, vehicle miles traveled (VMT) is “the most appropriate measure of transportation impacts.” According to the State of California’s Technical Advisory on Evaluating Transportation Impacts in CEQA7, “certain projects (including residential, retail, and office projects, as well as projects that are a mix of these uses) proposed within ½ mile of an existing major transit stop or an existing stop along a high quality transit corridor will have a less-than-significant impact on VMT.” Huntington Plaza is a mixed-use development within ½ mile of the Arcadia Metro’s Gold Line Rail Station. Therefore, the project is presumed to have a less than significant impact on VMT. September 2019 Traffic Impact Study for Huntington Plaza Page 31 9. CONSTRUCTION TRAFFIC Project construction is expected to last approximately 33 months, including demolition of existing buildings, site preparation, grading, trenching, and building construction. On weekdays, construction activity will occur between the hours of 7:00 AM and 6:00 PM. Workers are generally expected to arrive before 7:00 AM, before the AM peak hour for the study area, but some would likely exit the site during the PM peak period. Given a construction shift ending at 3:00 PM, it is assumed that approximately 10 percent of workers would exit the site during the PM peak hour. The peak construction traffic is expected to include 106 total worker trips and 70 total truck trips per day. Truck trips are expected to occur between 7:00 AM and 3:00 PM, including approximately 9 trips per hour. Given the construction shift, this would include trips during the AM peak hour. As previously mentioned, approximately 10% of workers leaving the site would do so during the PM peak hour, or approximately 6 vehicles. The site currently generates approximately 17 total AM peak hour trips and 13 outbound PM trips, so construction traffic would be lower than the existing site trip generation. In addition, when fully occupied, the project is expected to generate 35 new total trips in the AM peak hour and 23 new outbound trips in the PM peak hour, both of which are considerably higher than the anticipated construction traffic volumes. Because the anticipated construction traffic is lower than the anticipated traffic to be generated by the project, traffic impacts from construction will be less than significant. Further, to minimize impacts to circulation and parking in the area during construction, a staging and constriction parking plan will be developed. September 2019 Traffic Impact Study for Huntington Plaza Page 32 10. SUMMARY AND CONCLUSIONS This traffic study provides an evaluation of the potential traffic impacts of Huntington Plaza, a proposed 1.74-acre mixed use development partially in the Downtown Mixed Use and Central Business District areas of the City of Arcadia. The proposed project will include a maximum of 139 mid-rise residential units and 11,150 square feet of retail uses. A recent site plan update includes a retail area of only 10,200 square feet, but to be conservative, this study provided analysis based on the larger (11,150 square feet) retail area. With the input from the City of Arcadia, eight intersections were evaluated in this study. The project is expected to generate 35 new external trips in the AM peak hour, 65 new external trips in the PM peak hour, and 856 new external daily trips. The operational analyses for existing and cumulative conditions show that all signalized intersections are expected to operate at LOS D in both peak hours with or without the project except for the Huntington Drive/Santa Anita Avenue intersection, which will operate at LOS E in the PM peak hour under cumulative conditions with the project. The minor street (stop-controlled) movement at the Wheeler Avenue/Santa Anita Avenue unsignalized intersection operates at LOS D or better in both peak hours with or without the project. Therefore, the project is not expected to have a significant traffic impact. In addition, the alley is expected to continue to operate efficiently. Although the project is not expected to have a significant impact on any of the study intersections, the Huntington Drive/Santa Anita Avenue meets the significant impact thresholds when comparing existing conditions and existing plus cumulative with project conditions, as required by the County guidelines. Therefore, the project would typically be responsible for contributing its fair share of the funding needed to improve the affected location. However, the anticipated impact fee payments from the project will be sufficient to account for its contribution to the cumulative impact, so no additional monetary contribution will be required. Although the analysis in this study is not based on VMT, the 2018 CEQA Statute and Guidelines state that vehicle miles traveled (VMT) is “the most appropriate measure of transportation impacts.” Because Huntington Plaza is a mixed-use development within ½ mile of the Arcadia Metro’s Gold Line Rail Station, the project is presumed to have a less than significant impact on VMT. September 2019 Traffic Impact Study for Huntington Plaza Page 33 11. REFERENCES 1 City of Arcadia General Plan. City of Arcadia, CA. <https://www.arcadiaca.gov/government/city- departments/development-services/general-plan>, accessed November 2018. 2 Draft Traffic Impact Analysis Report Guidelines. County of Los Angeles Department of Public Works, December 2013. 3 Highway Capacity Manual, 6th Edition. Transportation Research Board, October 2016. 4Trip Generation Manual, 10th Edition. Institute of Transportation Engineers, Washington D.C., 2017. 5 Trip Generation Handbook, 3rd Edition. Institute of Transportation Engineers, Washington D.C., 2017. 6 Traffic Impact Analysis for the City of Arcadia – Traffic Impact Fee Update. Gibson Transportation Consulting for the City of Arcadia, CA, 2016. 7 Technical Advisory on Evaluating Transportation Impacts in CEQA. State of California, 2017. <http://opr.ca.gov/docs/20171127_Transportation_Analysis_TA_Nov_2017.pdf>, accessed March 2019. September 2019 Traffic Impact Study for Huntington Plaza Appendix A – Traffic Volume Data National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Colorado Blvd City:Arcadia Project ID:18-05486-001 Control:Signalized Date: NS/EW Streets: 1 3 0 0 2 2 1 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 12 142 6 2 14 130 10 3 6 6 4 0 15 36 26 0 412 7:15 AM 16 156 8 1 14 126 22 1 3 6 10 0 19 50 27 0 459 7:30 AM 8 187 9 1 10 182 24 1 11 8 6 0 36 66 40 0 589 7:45 AM 29 163 21 4 21 201 33 1 11 11 11 0 41 58 21 0 626 8:00 AM 24 184 16 3 16 179 42 0 10 6 10 0 27 61 27 0 605 8:15 AM 30 175 13 3 11 196 49 1 7 18 15 0 30 82 37 0 667 8:30 AM 23 171 16 2 20 222 58 3 14 15 12 0 30 77 28 0 691 8:45 AM 15 166 10 2 26 188 35 2 19 24 19 0 23 53 35 0 617 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :157 1344 99 18 132 1424 273 12 81 94 87 0 221 483 241 0 4666 APPROACH %'s :9.70%83.07%6.12%1.11%7.17%77.35%14.83%0.65%30.92%35.88%33.21%0.00%23.39%51.11%25.50%0.00% PEAK HR :07:45 AM 40 37 44 08:30 AM TOTAL PEAK HR VOL :106 693 66 12 68 798 182 5 42 50 48 0 128 278 113 0 2589 PEAK HR FACTOR :0.883 0.942 0.786 0.750 0.810 0.899 0.784 0.417 0.750 0.694 0.800 0.000 0.780 0.848 0.764 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 3 0 0 2 2 1 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 10 170 43 1 25 194 13 5 19 137 35 0 23 27 24 0 726 4:15 PM 6 185 29 2 24 212 9 3 18 138 25 0 19 23 23 0 716 4:30 PM 16 201 41 2 31 193 15 6 12 117 15 0 15 23 39 0 726 4:45 PM 14 164 51 7 27 190 11 4 17 128 22 0 18 30 21 0 704 5:00 PM 14 211 36 4 39 241 22 5 13 152 23 0 25 36 42 0 863 5:15 PM 12 207 43 4 32 242 18 6 15 119 22 0 25 27 34 0 806 5:30 PM 17 191 44 1 35 234 16 7 8 136 18 0 25 27 34 0 793 5:45 PM 10 201 45 2 34 238 14 3 11 133 19 1 21 26 31 0 789 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :99 1530 332 23 247 1744 118 39 113 1060 179 1 171 219 248 0 6123 APPROACH %'s :4.99%77.12%16.73%1.16%11.50%81.19%5.49%1.82%8.35%78.34%13.23%0.07%26.80%34.33%38.87%0.00% PEAK HR :05:00 PM 293 289 296 05:00 PM TOTAL PEAK HR VOL :53 810 168 11 140 955 70 21 47 540 82 1 96 116 141 0 3251 PEAK HR FACTOR :0.779 0.960 0.933 0.688 0.897 0.987 0.795 0.750 0.783 0.888 0.891 0.250 0.960 0.806 0.839 0.000 Colorado Blvd NORTHBOUND Colorado Blvd 0.871 WESTBOUND Santa Anita Ave Santa Anita Ave SOUTHBOUND 0.869 0.854 EASTBOUND EASTBOUNDPM AM 07:45 AM - 08:45 AM NORTHBOUND 0.966 7/19/2018 Total 0.9420.891 WESTBOUND 0.857 0.937 SOUTHBOUND 0.979 0.966 05:00 PM - 06:00 PM National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Colorado Blvd City:Arcadia Project ID:18-05486-001 Control:Signalized Date: NS/EW Streets: 1 3 0 0 2 2 1 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 8:30 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 1 0 0 0 4 0 0 0 1 0 0 1 2 0 0 9 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%33.33%66.67%0.00%0.00% PEAK HR :07:45 AM 40 37 44 TOTAL PEAK HR VOL :0 0 0 0 0 2 0 0 0 1 0 0 0 1 0 0 4 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 3 0 0 2 2 1 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:30 PM 0 0 0 0 0 1 0 0 0 2 1 0 0 0 0 0 4 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 5:00 PM 0 2 0 0 0 0 0 0 0 2 0 0 0 1 0 0 5 5:15 PM 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 0 3 5:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 4 1 0 0 4 0 0 0 5 1 0 2 1 0 0 18 APPROACH %'s :0.00%80.00%20.00%0.00%0.00%100.00%0.00%0.00%0.00%83.33%16.67%0.00%66.67%33.33%0.00%0.00% PEAK HR :05:00 PM 293 289 296 TOTAL PEAK HR VOL :0 4 1 0 0 1 0 0 0 3 0 0 1 1 0 0 11 PEAK HR FACTOR :0.00 0.500 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.375 0.000 0.000 0.250 0.250 0.000 0.000 Bikes Santa Anita Ave Santa Anita Ave Colorado Blvd Colorado Blvd 0.500 0.250 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 7/19/2018 05:00 PM - 06:00 PM 0.5500.625 0.250 0.375 0.500 07:45 AM - 08:45 AM 0.500 National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Santa Clara St City:Arcadia Project ID:18-05486-002 Control:Signalized Date: NS/EW Streets: 1 2 0 0 1 2 1 0 2 0.5 0.5 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 2 133 10 0 14 74 47 0 19 12 5 0 6 20 9 0 351 7:15 AM 6 159 17 0 10 81 44 0 29 15 3 0 5 23 10 0 402 7:30 AM 7 146 14 0 11 139 58 0 48 24 5 0 9 25 15 0 501 7:45 AM 4 158 16 1 14 147 66 1 50 15 4 0 6 28 11 0 521 8:00 AM 8 143 6 1 11 130 61 1 50 17 3 0 10 22 15 0 478 8:15 AM 8 156 5 0 18 146 70 0 38 21 13 0 11 23 15 0 524 8:30 AM 8 154 10 0 18 167 44 0 46 14 10 0 8 22 9 0 510 8:45 AM 12 147 17 1 13 165 59 0 34 25 8 0 9 23 18 0 531 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :55 1196 95 3 109 1049 449 2 314 143 51 0 64 186 102 0 3818 APPROACH %'s :4.08%88.66%7.04%0.22%6.77%65.20%27.91%0.12%61.81%28.15%10.04%0.00%18.18%52.84%28.98%0.00% PEAK HR :08:00 AM 41 37 44 08:45 AM TOTAL PEAK HR VOL :36 600 38 2 60 608 234 1 168 77 34 0 38 90 57 0 2043 PEAK HR FACTOR :0.750 0.962 0.559 0.500 0.833 0.910 0.836 0.250 0.840 0.770 0.654 0.000 0.864 0.978 0.792 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 1 0 2 0.5 0.5 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 2 124 18 1 30 176 49 1 77 36 14 0 13 21 22 0 584 4:15 PM 10 150 12 1 30 176 58 1 73 39 7 0 10 25 13 0 605 4:30 PM 4 142 16 2 22 138 48 0 81 38 10 0 20 27 25 0 573 4:45 PM 4 142 24 1 29 163 46 0 71 33 7 0 20 39 26 0 605 5:00 PM 6 173 11 1 24 206 69 2 85 39 13 0 16 41 14 0 700 5:15 PM 7 173 17 0 37 181 57 0 64 37 8 0 25 25 18 0 649 5:30 PM 6 128 11 0 34 201 54 0 99 35 12 0 16 24 20 0 640 5:45 PM 4 149 8 1 22 217 64 4 71 28 9 0 23 20 17 0 637 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :43 1181 117 7 228 1458 445 8 621 285 80 0 143 222 155 0 4993 APPROACH %'s :3.19%87.61%8.68%0.52%10.66%68.16%20.80%0.37%62.98%28.90%8.11%0.00%27.50%42.69%29.81%0.00% PEAK HR :05:00 PM 293 289 296 05:00 PM TOTAL PEAK HR VOL :23 623 47 2 117 805 244 6 319 139 42 0 80 110 69 0 2626 PEAK HR FACTOR :0.821 0.900 0.691 0.500 0.791 0.927 0.884 0.375 0.806 0.891 0.808 0.000 0.800 0.671 0.863 0.000 Santa Clara St NORTHBOUND Santa Clara St 0.925 WESTBOUND Santa Anita Ave Santa Anita Ave SOUTHBOUND 0.953 0.969 EASTBOUND EASTBOUNDPM AM 08:00 AM - 09:00 AM NORTHBOUND 0.955 7/19/2018 Total 0.9380.856 WESTBOUND 0.912 0.962 SOUTHBOUND 0.882 0.954 05:00 PM - 06:00 PM National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Santa Clara St City:Arcadia Project ID:18-05486-002 Control:Signalized Date: NS/EW Streets: 1 2 0 0 1 2 1 0 2 0.5 0.5 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 7:15 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 4 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 8:15 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 2 8:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 0 0 0 1 2 1 0 1 0 0 0 0 6 1 0 13 APPROACH %'s :100.00%0.00%0.00%0.00%25.00%50.00%25.00%0.00%100.00%0.00%0.00%0.00%0.00%85.71%14.29%0.00% PEAK HR :08:00 AM 41 37 44 TOTAL PEAK HR VOL :1 0 0 0 0 1 1 0 1 0 0 0 0 1 1 0 6 PEAK HR FACTOR :0.250 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 1 0 2 0.5 0.5 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 3 4:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 3 5:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 1 0 0 0 0 0 0 1 0 0 0 0 1 0 0 3 5:45 PM 0 1 0 0 0 0 0 0 0 2 0 0 0 1 0 0 4 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 3 0 0 0 3 2 0 2 2 0 0 0 4 0 0 16 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%60.00%40.00%0.00%50.00%50.00%0.00%0.00%0.00%100.00%0.00%0.00% PEAK HR :05:00 PM 293 289 296 TOTAL PEAK HR VOL :0 3 0 0 0 1 0 0 1 2 0 0 0 4 0 0 11 PEAK HR FACTOR :0.00 0.750 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.500 0.000 0.000 Bikes Santa Anita Ave Santa Anita Ave Santa Clara St Santa Clara St 0.500 0.250 0.500 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 7/19/2018 05:00 PM - 06:00 PM 0.6880.750 0.250 0.375 0.500 08:00 AM - 09:00 AM 0.7500.250 National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Wheeler Ave_Morlan Pl City:Arcadia Project ID:18-05486-003 Control:2-Way Stop (EB/WB)Date: NS/EW Streets: 1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 3 141 7 1 11 80 8 0 1 0 1 0 2 2 3 0 260 7:15 AM 8 148 6 1 9 69 6 1 2 0 1 1 0 0 6 0 258 7:30 AM 3 180 1 1 12 106 6 0 2 1 2 1 1 2 6 0 324 7:45 AM 4 167 4 2 13 158 9 1 1 1 2 0 0 0 7 0 369 8:00 AM 3 171 11 4 8 129 5 0 2 1 4 0 2 0 9 0 349 8:15 AM 6 134 8 2 12 128 10 0 3 1 2 0 3 2 8 0 319 8:30 AM 3 181 9 5 11 168 10 2 0 1 10 0 5 3 8 0 416 8:45 AM 4 138 16 3 22 142 7 2 7 1 4 0 8 0 7 0 361 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :34 1260 62 19 98 980 61 6 18 6 26 2 21 9 54 0 2656 APPROACH %'s :2.47%91.64%4.51%1.38%8.56%85.59%5.33%0.52%34.62%11.54%50.00%3.85%25.00%10.71%64.29%0.00% PEAK HR :07:45 AM 40 37 44 08:30 AM TOTAL PEAK HR VOL :16 653 32 13 44 583 34 3 6 4 18 0 10 5 32 0 1453 PEAK HR FACTOR :0.667 0.902 0.727 0.650 0.846 0.868 0.850 0.375 0.500 1.000 0.450 0.000 0.500 0.417 0.889 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 3 138 10 3 8 196 8 0 2 0 10 0 3 1 19 0 401 4:15 PM 4 142 11 3 7 173 5 0 5 0 8 0 7 1 10 0 376 4:30 PM 6 159 7 1 9 168 10 0 7 1 7 0 4 1 15 0 395 4:45 PM 6 126 13 1 9 157 7 1 3 1 12 0 7 0 13 0 356 5:00 PM 2 173 10 2 14 201 8 0 1 0 10 0 4 1 21 0 447 5:15 PM 6 174 16 4 7 210 12 1 2 5 9 0 2 3 15 0 466 5:30 PM 1 144 9 5 11 207 7 1 4 1 8 0 11 1 15 0 425 5:45 PM 2 152 10 1 13 203 14 0 2 1 14 0 7 0 9 0 428 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :30 1208 86 20 78 1515 71 3 26 9 78 0 45 8 117 0 3294 APPROACH %'s :2.23%89.88%6.40%1.49%4.68%90.88%4.26%0.18%23.01%7.96%69.03%0.00%26.47%4.71%68.82%0.00% PEAK HR :05:00 PM 293 289 296 05:15 PM TOTAL PEAK HR VOL :11 643 45 12 45 821 41 2 9 7 41 0 24 5 60 0 1766 PEAK HR FACTOR :0.458 0.924 0.703 0.600 0.804 0.977 0.732 0.500 0.563 0.350 0.732 0.000 0.545 0.417 0.714 0.000 7/19/2018 Total 0.9470.838 WESTBOUND 0.824 0.873 SOUTHBOUND 0.889 0.988 05:00 PM - 06:00 PM PM AM 07:45 AM - 08:45 AM NORTHBOUND 0.902 SOUTHBOUND 0.869 0.636 EASTBOUND EASTBOUND Wheeler Ave_Morlan Pl NORTHBOUND Wheeler Ave_Morlan Pl 0.734 WESTBOUND Santa Anita Ave Santa Anita Ave National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Wheeler Ave_Morlan Pl City:Arcadia Project ID:18-05486-003 Control:2-Way Stop (EB/WB)Date: NS/EW Streets: 1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00% PEAK HR :07:45 AM 40 37 44 TOTAL PEAK HR VOL :0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 6 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00% PEAK HR :05:00 PM 293 289 296 TOTAL PEAK HR VOL :0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4 PEAK HR FACTOR :0.00 0.375 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7/19/2018 05:00 PM - 06:00 PM 0.5000.375 0.250 07:45 AM - 08:45 AM 0.5000.250 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Bikes Santa Anita Ave Santa Anita Ave Wheeler Ave_Morlan Pl Wheeler Ave_Morlan Pl National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Huntington Dr City:Arcadia Project ID:18-05486-004 Control:Signalized Date: NS/EW Streets: 2 2 1 0 2 2 1 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 124 138 15 0 4 57 6 0 2 47 15 0 12 188 15 0 623 7:15 AM 111 147 12 0 9 54 6 0 5 32 17 0 12 253 12 0 670 7:30 AM 159 169 20 0 17 91 3 0 2 58 21 0 19 254 23 0 836 7:45 AM 104 153 41 0 13 137 8 0 8 85 19 0 14 264 16 0 862 8:00 AM 118 166 32 0 9 121 11 0 3 63 29 0 16 244 29 0 841 8:15 AM 91 122 33 0 13 92 12 1 12 77 18 0 27 282 17 0 797 8:30 AM 132 185 24 0 18 156 21 0 14 81 29 0 17 248 14 0 939 8:45 AM 129 134 33 0 25 110 14 0 7 100 29 0 18 272 27 0 898 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :968 1214 210 0 108 818 81 1 53 543 177 0 135 2005 153 0 6466 APPROACH %'s :40.47%50.75%8.78%0.00%10.71%81.15%8.04%0.10%6.86%70.25%22.90%0.00%5.89%87.44%6.67%0.00% PEAK HR :08:00 AM 41 37 44 08:30 AM TOTAL PEAK HR VOL :470 607 122 0 65 479 58 1 36 321 105 0 78 1046 87 0 3475 PEAK HR FACTOR :0.890 0.820 0.924 0.000 0.650 0.768 0.690 0.250 0.643 0.803 0.905 0.000 0.722 0.927 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2 2 1 0 2 2 1 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 45 121 41 0 32 155 17 1 17 266 119 0 35 98 16 0 963 4:15 PM 33 119 27 0 31 128 17 1 12 275 158 0 34 108 31 0 974 4:30 PM 42 139 38 0 34 145 15 0 10 260 128 0 22 116 20 0 969 4:45 PM 46 118 34 0 24 125 13 0 16 310 148 0 31 134 23 0 1022 5:00 PM 54 149 37 0 34 175 15 2 12 285 157 0 25 147 18 0 1110 5:15 PM 42 152 28 0 24 169 21 2 18 296 157 0 31 168 25 0 1133 5:30 PM 63 131 28 0 38 179 24 0 9 266 135 0 41 132 15 0 1061 5:45 PM 45 138 26 0 24 169 15 0 19 337 182 0 31 165 12 0 1163 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :370 1067 259 0 241 1245 137 6 113 2295 1184 0 250 1068 160 0 8395 APPROACH %'s :21.82%62.91%15.27%0.00%14.79%76.43%8.41%0.37%3.15%63.89%32.96%0.00%16.91%72.26%10.83%0.00% PEAK HR :05:00 PM 293 289 296 05:45 PM TOTAL PEAK HR VOL :204 570 119 0 120 692 75 4 58 1184 631 0 128 612 70 0 4467 PEAK HR FACTOR :0.810 0.938 0.804 0.000 0.789 0.966 0.781 0.500 0.763 0.878 0.867 0.000 0.780 0.911 0.700 0.000 7/19/2018 Total 0.9600.870 WESTBOUND 0.904 0.925 SOUTHBOUND 0.930 0.924 05:00 PM - 06:00 PM PM AM 08:00 AM - 09:00 AM NORTHBOUND 0.879 SOUTHBOUND 0.773 0.849 EASTBOUND EASTBOUND Huntington Dr NORTHBOUND Huntington Dr 0.929 WESTBOUND Santa Anita Ave Santa Anita Ave National Data & Surveying Services Intersection Turning Movement CountLocation:Santa Anita Ave & Huntington Dr City:Arcadia Project ID:18-05486-004 Control:Signalized Date: NS/EW Streets: 2 2 1 0 2 2 1 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 2 1 0 0 4 7:45 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 4 0 0 5 8:45 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 2 0 0 0 1 0 0 0 2 0 0 3 8 0 0 16 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%27.27%72.73%0.00%0.00% PEAK HR :08:00 AM 41 37 44 TOTAL PEAK HR VOL :0 1 0 0 0 1 0 0 0 1 0 0 1 5 0 0 9 PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.313 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2 2 1 0 2 2 1 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 2 5:00 PM 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0 0 5 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 5:30 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 5:45 PM 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 2 0 0 0 3 0 0 0 6 0 0 4 2 0 0 17 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%66.67%33.33%0.00%0.00% PEAK HR :05:00 PM 293 289 296 TOTAL PEAK HR VOL :0 2 0 0 0 1 0 0 0 6 0 0 3 0 0 0 12 PEAK HR FACTOR :0.00 0.500 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.375 0.000 0.000 0.250 0.000 0.000 0.000 7/19/2018 05:00 PM - 06:00 PM 0.6000.500 0.250 0.375 0.250 08:00 AM - 09:00 AM 0.4500.250 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.250 0.250 0.375 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Bikes Santa Anita Ave Santa Anita Ave Huntington Dr Huntington Dr National Data & Surveying Services Intersection Turning Movement CountLocation:1st Ave & Huntington Dr City:Arcadia Project ID:18-05486-005 Control:Signalized Date: NS/EW Streets: 1 1 0 0 1 1 0 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 6 12 5 0 4 5 2 0 6 67 2 0 5 217 13 0 344 7:15 AM 12 17 6 0 5 9 2 0 4 39 4 0 4 272 18 0 392 7:30 AM 15 21 7 0 7 5 5 0 5 87 5 0 8 295 17 0 477 7:45 AM 17 33 10 0 10 11 3 0 7 106 12 0 6 256 22 0 493 8:00 AM 16 21 10 0 5 16 6 0 13 100 9 0 14 294 15 0 519 8:15 AM 20 28 13 0 10 14 9 0 9 98 12 0 14 263 32 0 522 8:30 AM 12 22 12 0 8 15 3 0 12 109 9 0 10 286 27 0 525 8:45 AM 15 19 27 0 9 24 6 0 11 114 6 0 13 270 23 0 537 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :113 173 90 0 58 99 36 0 67 720 59 0 74 2153 167 0 3809 APPROACH %'s :30.05%46.01%23.94%0.00%30.05%51.30%18.65%0.00%7.92%85.11%6.97%0.00%3.09%89.93%6.98%0.00% PEAK HR :08:00 AM 41 37 44 08:45 AM TOTAL PEAK HR VOL :63 90 62 0 32 69 24 0 45 421 36 0 51 1113 97 0 2103 PEAK HR FACTOR :0.788 0.804 0.574 0.000 0.800 0.719 0.667 0.000 0.865 0.923 0.750 0.000 0.911 0.946 0.758 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 1 1 0 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 14 17 19 0 22 32 15 0 6 317 16 0 26 123 19 0 626 4:15 PM 14 24 10 0 28 31 13 0 12 294 12 0 15 127 17 0 597 4:30 PM 11 31 12 0 33 35 14 0 16 318 18 0 15 146 17 0 666 4:45 PM 13 26 19 0 20 31 12 0 10 306 21 0 16 145 16 0 635 5:00 PM 7 24 12 0 28 44 25 0 10 346 17 0 26 182 18 0 739 5:15 PM 16 26 10 0 32 43 14 0 10 297 14 0 24 181 12 0 679 5:30 PM 6 22 7 0 26 41 17 0 11 331 22 0 29 182 14 0 708 5:45 PM 13 29 14 0 22 48 17 0 7 329 24 0 20 173 16 0 712 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :94 199 103 0 211 305 127 0 82 2538 144 0 171 1259 129 0 5362 APPROACH %'s :23.74%50.25%26.01%0.00%32.81%47.43%19.75%0.00%2.97%91.82%5.21%0.00%10.97%80.76%8.27%0.00% PEAK HR :05:00 PM 293 289 296 05:00 PM TOTAL PEAK HR VOL :42 101 43 0 108 176 73 0 38 1303 77 0 99 718 60 0 2838 PEAK HR FACTOR :0.656 0.871 0.768 0.000 0.844 0.917 0.730 0.000 0.864 0.941 0.802 0.000 0.853 0.986 0.833 0.000 Huntington Dr NORTHBOUND Huntington Dr 0.976 WESTBOUND 1st Ave 1st Ave SOUTHBOUND 0.801 0.958 EASTBOUND EASTBOUNDPM AM 08:00 AM - 09:00 AM NORTHBOUND 0.881 7/19/2018 Total 0.9600.950 WESTBOUND 0.970 0.979 SOUTHBOUND 0.830 0.920 05:00 PM - 06:00 PM National Data & Surveying Services Intersection Turning Movement CountLocation:1st Ave & Huntington Dr City:Arcadia Project ID:18-05486-005 Control:Signalized Date: NS/EW Streets: 1 1 0 0 1 1 0 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 2 0 0 4 7:45 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 1 2 0 5 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 8:30 AM 0 2 0 0 1 0 1 0 0 0 0 0 1 3 0 0 8 8:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 8 0 0 1 4 1 0 0 1 0 0 1 8 2 0 26 APPROACH %'s :0.00%100.00%0.00%0.00%16.67%66.67%16.67%0.00%0.00%100.00%0.00%0.00%9.09%72.73%18.18%0.00% PEAK HR :08:00 AM 41 37 44 TOTAL PEAK HR VOL :0 6 0 0 1 1 1 0 0 0 0 0 1 4 0 0 14 PEAK HR FACTOR :0.000 0.500 0.000 0.000 0.250 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.333 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 1 1 0 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 2 4:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 2 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:00 PM 0 2 0 0 1 1 0 0 0 4 0 0 0 0 0 1 9 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 5:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 3 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 2 1 0 3 2 1 0 1 5 0 0 0 6 0 1 22 APPROACH %'s :0.00%66.67%33.33%0.00%50.00%33.33%16.67%0.00%16.67%83.33%0.00%0.00%0.00%85.71%0.00%14.29% PEAK HR :05:00 PM 293 289 296 TOTAL PEAK HR VOL :0 2 1 0 1 2 0 0 1 5 0 0 0 3 0 1 16 PEAK HR FACTOR :0.00 0.250 0.250 0.000 0.250 0.500 0.000 0.000 0.250 0.313 0.000 0.000 0.000 0.250 0.000 0.250 Bikes 1st Ave 1st Ave Huntington Dr Huntington Dr 0.375 0.313 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 7/19/2018 05:00 PM - 06:00 PM 0.4440.375 0.375 0.375 0.333 08:00 AM - 09:00 AM 0.4380.500 National Data & Surveying Services Intersection Turning Movement CountLocation:1st Ave & Wheeler Ave City:Arcadia Project ID:18-05486-006 Control:Signalized Date: NS/EW Streets: 1 1 0 0 0 1 1 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 7 11 1 0 2 7 2 0 1 1 4 0 3 0 2 0 41 7:15 AM 7 18 0 0 0 13 0 0 1 0 4 0 0 1 2 0 46 7:30 AM 16 20 3 0 1 13 0 1 2 4 4 0 2 2 2 0 70 7:45 AM 16 29 0 0 1 16 1 0 0 1 5 0 4 3 1 0 77 8:00 AM 12 19 1 0 3 18 0 0 0 1 3 0 3 1 3 0 64 8:15 AM 21 29 7 0 1 22 1 0 2 4 5 0 6 3 3 0 104 8:30 AM 18 20 3 0 2 20 3 0 0 3 3 0 1 1 3 0 77 8:45 AM 23 16 3 0 1 18 3 0 0 4 11 0 3 2 1 0 85 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :120 162 18 0 11 127 10 1 6 18 39 0 22 13 17 0 564 APPROACH %'s :40.00%54.00%6.00%0.00%7.38%85.23%6.71%0.67%9.52%28.57%61.90%0.00%42.31%25.00%32.69%0.00% PEAK HR :08:00 AM 41 37 44 08:15 AM TOTAL PEAK HR VOL :74 84 14 0 7 78 7 0 2 12 22 0 13 7 10 0 330 PEAK HR FACTOR :0.804 0.724 0.500 0.000 0.583 0.886 0.583 0.000 0.250 0.750 0.500 0.000 0.542 0.583 0.833 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 0 1 1 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 9 21 1 0 2 19 6 0 8 1 23 0 6 1 4 0 101 4:15 PM 14 29 2 0 3 27 10 0 9 1 21 0 9 2 7 0 134 4:30 PM 16 34 3 1 2 31 5 0 10 1 26 0 10 3 5 0 147 4:45 PM 15 30 2 0 1 24 5 0 3 0 23 0 3 3 5 0 114 5:00 PM 13 32 3 0 1 27 3 0 6 2 41 0 17 8 6 0 159 5:15 PM 14 14 3 0 1 23 4 0 4 2 26 0 5 1 4 0 101 5:30 PM 18 25 4 0 1 27 6 0 5 0 31 0 9 1 10 0 137 5:45 PM 10 27 6 0 2 36 4 1 2 1 33 0 7 1 6 0 136 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :109 212 24 1 13 214 43 1 47 8 224 0 66 20 47 0 1029 APPROACH %'s :31.50%61.27%6.94%0.29%4.80%78.97%15.87%0.37%16.85%2.87%80.29%0.00%49.62%15.04%35.34%0.00% PEAK HR :04:15 PM 290 289 296 05:00 PM TOTAL PEAK HR VOL :58 125 10 1 7 109 23 0 28 4 111 0 39 16 23 0 554 PEAK HR FACTOR :0.906 0.919 0.833 0.250 0.583 0.879 0.575 0.000 0.700 0.500 0.677 0.000 0.574 0.500 0.821 0.000 Wheeler Ave NORTHBOUND Wheeler Ave 0.625 WESTBOUND 1st Ave 1st Ave SOUTHBOUND 0.920 0.600 EASTBOUND EASTBOUNDPM AM 08:00 AM - 09:00 AM NORTHBOUND 0.754 7/19/2018 Total 0.8710.730 WESTBOUND 0.629 0.793 SOUTHBOUND 0.898 0.869 04:15 PM - 05:15 PM National Data & Surveying Services Intersection Turning Movement CountLocation:1st Ave & Wheeler Ave City:Arcadia Project ID:18-05486-006 Control:Signalized Date: NS/EW Streets: 1 1 0 0 0 1 1 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 7:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 8:15 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5 8:30 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5 8:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 11 0 0 0 8 0 0 0 0 0 0 0 0 0 0 19 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00% PEAK HR :08:00 AM 41 37 44 TOTAL PEAK HR VOL :0 8 0 0 0 5 0 0 0 0 0 0 0 0 0 0 13 PEAK HR FACTOR :0.000 0.667 0.000 0.000 0.000 0.625 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 0 1 1 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 3 4:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 3 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 2 5:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 4 0 0 0 4 0 0 0 0 1 0 0 0 3 0 12 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00% PEAK HR :04:15 PM 290 289 296 TOTAL PEAK HR VOL :0 2 0 0 0 2 0 0 0 0 1 0 0 0 2 0 7 PEAK HR FACTOR :0.00 0.250 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 Bikes 1st Ave 1st Ave Wheeler Ave Wheeler Ave 0.625 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 7/19/2018 04:15 PM - 05:15 PM 0.5830.250 0.500 0.250 0.250 08:00 AM - 09:00 AM 0.6500.667 National Data & Surveying Services Intersection Turning Movement CountLocation:1st Ave & Santa Clara St City:Arcadia Project ID:18-05486-007 Control:Signalized Date: NS/EW Streets: 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 8 4 2 0 0 5 4 0 0 9 4 0 1 26 0 0 63 7:15 AM 11 8 2 0 0 7 7 0 0 9 2 0 2 26 1 0 75 7:30 AM 5 18 1 0 0 12 6 0 4 19 3 0 1 45 0 0 114 7:45 AM 7 18 3 0 1 10 4 0 1 19 7 0 0 36 1 0 107 8:00 AM 7 17 0 0 0 16 8 0 5 13 8 0 2 29 1 0 106 8:15 AM 9 19 2 0 1 10 9 0 5 17 7 0 2 35 5 0 121 8:30 AM 6 11 3 0 0 12 5 0 5 8 9 0 2 16 1 0 78 8:45 AM 4 14 1 0 0 21 10 0 3 24 4 0 1 25 3 0 110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :57 109 14 0 2 93 53 0 23 118 44 0 11 238 12 0 774 APPROACH %'s :31.67%60.56%7.78%0.00%1.35%62.84%35.81%0.00%12.43%63.78%23.78%0.00%4.21%91.19%4.60%0.00% PEAK HR :07:30 AM 39 37 44 08:15 AM TOTAL PEAK HR VOL :28 72 6 0 2 48 27 0 15 68 25 0 5 145 7 0 448 PEAK HR FACTOR :0.778 0.947 0.500 0.000 0.500 0.750 0.750 0.000 0.750 0.895 0.781 0.000 0.625 0.806 0.350 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 6 27 6 0 2 31 11 0 7 47 5 0 2 26 2 0 172 4:15 PM 6 23 6 0 1 27 7 0 10 43 4 0 8 13 2 0 150 4:30 PM 7 26 13 0 1 22 11 0 3 55 11 0 3 41 3 0 196 4:45 PM 7 25 10 0 2 18 9 0 3 32 12 0 2 34 2 0 156 5:00 PM 9 26 6 0 0 24 9 0 6 42 4 0 1 23 3 0 153 5:15 PM 6 15 4 0 1 17 7 0 0 59 8 0 1 22 2 0 142 5:30 PM 4 26 6 0 3 19 10 0 5 49 10 0 3 22 1 0 158 5:45 PM 6 26 7 0 1 29 6 0 6 41 10 0 4 18 2 0 156 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :51 194 58 0 11 187 70 0 40 368 64 0 24 199 17 0 1283 APPROACH %'s :16.83%64.03%19.14%0.00%4.10%69.78%26.12%0.00%8.47%77.97%13.56%0.00%10.00%82.92%7.08%0.00% PEAK HR :04:00 PM 289 289 296 04:30 PM TOTAL PEAK HR VOL :26 101 35 0 6 98 38 0 23 177 32 0 15 114 9 0 674 PEAK HR FACTOR :0.929 0.935 0.673 0.000 0.750 0.790 0.864 0.000 0.575 0.805 0.667 0.000 0.469 0.695 0.750 0.000 Santa Clara St NORTHBOUND Santa Clara St 0.853 WESTBOUND 1st Ave 1st Ave SOUTHBOUND 0.802 0.931 EASTBOUND EASTBOUNDPM AM 07:30 AM - 08:30 AM NORTHBOUND 0.883 7/19/2018 Total 0.8600.841 WESTBOUND 0.734 0.926 SOUTHBOUND 0.880 0.807 04:00 PM - 05:00 PM National Data & Surveying Services Intersection Turning Movement CountLocation:1st Ave & Santa Clara St City:Arcadia Project ID:18-05486-007 Control:Signalized Date: NS/EW Streets: 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4 7:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 2 8:00 AM 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 3 8:15 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 8:30 AM 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 3 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 4 2 0 0 6 4 0 0 0 1 0 0 1 0 0 18 APPROACH %'s :0.00%66.67%33.33%0.00%0.00%60.00%40.00%0.00%0.00%0.00%100.00%0.00%0.00%100.00%0.00%0.00% PEAK HR :07:30 AM 39 37 44 TOTAL PEAK HR VOL :0 4 0 0 0 5 2 0 0 0 0 0 0 1 0 0 12 PEAK HR FACTOR :0.000 0.500 0.000 0.000 0.000 0.625 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 1 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3 4:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 1 0 0 0 1 0 0 0 0 0 1 0 1 0 4 5:00 PM 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:30 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 3 5:45 PM 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 4 1 0 1 2 3 0 0 2 0 0 1 2 2 0 18 APPROACH %'s :0.00%80.00%20.00%0.00%16.67%33.33%50.00%0.00%0.00%100.00%0.00%0.00%20.00%40.00%40.00%0.00% PEAK HR :04:00 PM 289 289 296 TOTAL PEAK HR VOL :0 1 1 0 1 1 1 0 0 0 0 0 1 1 1 0 8 PEAK HR FACTOR :0.00 0.250 0.250 0.000 0.250 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.250 0.000 Bikes 1st Ave 1st Ave Santa Clara St Santa Clara St 0.875 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 7/19/2018 04:00 PM - 05:00 PM 0.5000.500 0.750 0.375 07:30 AM - 08:30 AM 0.7500.500 National Data & Surveying Services Intersection Turning Movement CountLocation:2nd Ave & Huntington Dr City:Arcadia Project ID:18-05486-008 Control:Signalized Date: NS/EW Streets: 1 1.5 0.5 0 1 2 0 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 27 33 28 0 18 21 8 0 3 61 1 0 16 205 3 0 424 7:15 AM 27 45 41 0 13 18 15 0 4 51 2 0 18 277 9 0 520 7:30 AM 23 46 49 0 16 17 15 0 10 97 6 0 20 251 11 0 561 7:45 AM 26 65 47 0 14 33 14 0 5 121 2 0 21 279 8 0 635 8:00 AM 30 45 33 0 17 32 10 0 4 96 7 0 22 283 15 0 594 8:15 AM 28 69 48 0 12 46 16 0 12 105 4 0 18 272 8 0 638 8:30 AM 31 43 52 0 11 32 10 0 7 121 4 0 24 311 12 0 658 8:45 AM 28 70 68 0 11 41 18 0 10 140 11 0 24 239 13 0 673 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :220 416 366 0 112 240 106 0 55 792 37 0 163 2117 79 0 4703 APPROACH %'s :21.96%41.52%36.53%0.00%24.45%52.40%23.14%0.00%6.22%89.59%4.19%0.00%6.91%89.74%3.35%0.00% PEAK HR :08:00 AM 41 37 44 08:45 AM TOTAL PEAK HR VOL :117 227 201 0 51 151 54 0 33 462 26 0 88 1105 48 0 2563 PEAK HR FACTOR :0.944 0.811 0.739 0.000 0.750 0.821 0.750 0.000 0.688 0.825 0.591 0.000 0.917 0.888 0.800 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1.5 0.5 0 1 2 0 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 9 36 55 0 18 63 13 0 13 319 18 0 38 156 7 0 745 4:15 PM 7 52 44 0 14 64 9 0 18 287 22 0 53 129 12 0 711 4:30 PM 6 50 41 0 11 50 13 0 13 333 24 0 48 182 12 0 783 4:45 PM 10 51 38 0 16 53 16 0 17 304 22 0 51 152 18 0 748 5:00 PM 12 46 39 0 17 73 16 0 10 336 24 0 50 231 19 0 873 5:15 PM 10 63 40 0 18 60 17 0 18 316 21 0 37 179 15 0 794 5:30 PM 9 49 38 0 11 76 15 0 16 323 21 0 48 215 13 0 834 5:45 PM 12 60 40 0 12 55 20 0 18 339 18 0 41 171 18 0 804 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :75 407 335 0 117 494 119 0 123 2557 170 0 366 1415 114 0 6292 APPROACH %'s :9.18%49.82%41.00%0.00%16.03%67.67%16.30%0.00%4.32%89.72%5.96%0.00%19.31%74.67%6.02%0.00% PEAK HR :05:00 PM 293 289 296 05:00 PM TOTAL PEAK HR VOL :43 218 157 0 58 264 68 0 62 1314 84 0 176 796 65 0 3305 PEAK HR FACTOR :0.896 0.865 0.981 0.000 0.806 0.868 0.850 0.000 0.861 0.969 0.875 0.000 0.880 0.861 0.855 0.000 Huntington Dr NORTHBOUND Huntington Dr 0.894 WESTBOUND 2nd Ave 2nd Ave SOUTHBOUND 0.865 0.809 EASTBOUND EASTBOUNDPM AM 08:00 AM - 09:00 AM NORTHBOUND 0.821 7/19/2018 Total 0.9460.973 WESTBOUND 0.864 0.952 SOUTHBOUND 0.925 0.920 05:00 PM - 06:00 PM National Data & Surveying Services Intersection Turning Movement CountLocation:2nd Ave & Huntington Dr City:Arcadia Project ID:18-05486-008 Control:Signalized Date: NS/EW Streets: 1 1.5 0.5 0 1 2 0 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:45 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 8:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 1 0 0 0 1 1 0 0 1 0 0 0 6 0 0 10 APPROACH %'s :0.00%100.00%0.00%0.00%0.00%50.00%50.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00% PEAK HR :08:00 AM 41 37 44 TOTAL PEAK HR VOL :0 0 0 0 0 0 1 0 0 0 0 0 0 3 0 0 4 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1.5 0.5 0 1 2 0 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:15 PM 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 4:30 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 0 4 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 5:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 1 0 0 0 3 0 0 0 5 1 0 0 3 0 0 14 APPROACH %'s :50.00%50.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%83.33%16.67%0.00%0.00%100.00%0.00%0.00% PEAK HR :05:00 PM 293 289 296 TOTAL PEAK HR VOL :0 1 0 0 0 2 0 0 0 4 0 0 0 0 0 0 7 PEAK HR FACTOR :0.00 0.250 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 Bikes 2nd Ave 2nd Ave Huntington Dr Huntington Dr 0.250 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 7/19/2018 05:00 PM - 06:00 PM 0.8750.250 0.500 0.500 08:00 AM - 09:00 AM 0.333 September 2019 Traffic Impact Study for Huntington Plaza Appendix B – ICU Spreadsheets and Synchro Reports – Existing Conditions E-W Street:N-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 53 1 1.00 0.03 53 1 1.00 0.03Comb. L-T0EB Thru 67 1 1.06 0.04 67 1 1.06 0.04Comb. T-R11EB Right 60 0.94 0.04 60 0 0.94 0.04Comb. L-T-R0WB Left 117 1 1.00 0.07 117 1 1.00 0.07Comb. L-T0WB Thru 291 1 1.37 0.13 291 1 1.37 0.13Comb. T-R11WB Right 136 0.64 0.13 136 0 0.64 0.13Comb. L-T-R0NB Left 109 1 1.00 0.07 109 1 1.00 0.07Comb. L-T0NB Thru 743 2 2.78 0.17 754 2 2.78 0.17Comb. T-R11NB Right 59 0.22 0.17 59 0 0.22 0.17Comb. L-T-R0SB Left 84 2 2.00 0.03 84 2 2.00 0.03Comb. L-T0SB Thru 838 2 2.00 0.26 838 2 2.00 0.26Comb. T-R0SB Right 196 1 1.00 0.12 196 1 1.00 0.12Comb. L-T-R00.170.170.330.330.500.50Lost TimeICULevel of ServiceColorado BlvdSanta Anita AveAM Existing AM Existing + Project0.9370.9370.9370.937Critical VolumesE-W:E-W:N-S:N-S:Total:Total:AA0.100.100.600.60 E-W Street:N-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 51 1 1.00 0.03 51 1 1.00 0.03Comb. L-T00EB Thru 573 1 1.74 0.21 573 1 1.74 0.21Comb. T-R11EB Right 87 0 0.26 0.21 87 0 0.26 0.21Comb. L-T-R00WB Left 102 1 1.00 0.06 102 1 1.00 0.06Comb. L-T00WB Thru 123 1 0.90 0.09 123 1 0.90 0.09Comb. T-R11WB Right 150 0 1.10 0.09 150 0 1.10 0.09Comb. L-T-R00NB Left 68 1 1.00 0.04 68 1 1.00 0.04Comb. L-T00NB Thru 860 2 2.48 0.22 868 2 2.49 0.22Comb. T-R11NB Right 178 0 0.52 0.22 178 0 0.51 0.22Comb. L-T-R00SB Left 171 2 2.00 0.06 171 2 2.00 0.06Comb. L-T00SB Thru 1014 2 2.00 0.32 1028 2 2.00 0.32Comb. T-R00SB Right 74 1 1.00 0.05 74 1 1.00 0.05Comb. L-T-R000.270.270.360.360.630.63Lost TimeICULevel of ServiceColorado BlvdSanta Anita AvePM Existing PM Existing + Project0.9420.942Critical VolumesE-W:E-W:N-S:N-S:Total:Total:0.9420.942CC0.100.100.730.73 E-W Street:N-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 175 2 2.00 0.06 175 2 2.00 0.06Comb. L-T0EB Thru 80 0.69 0.07 80 0 0.69 0.07Comb. T-R11EB Right 35 0.31 0.07 35 0 0.31 0.07Comb. L-T-R0WB Left 40 1 1.00 0.02 40 1 1.00 0.02Comb. L-T0WB Thru 94 1 1.00 0.06 94 1 1.00 0.06Comb. T-R0WB Right 59 1 1.00 0.04 61 1 1.00 0.04Comb. L-T-R0NB Left 40 1 1.00 0.02 40 1 1.00 0.02Comb. L-T0NB Thru 624 1 1.88 0.21 632 1 1.88 0.21Comb. T-R11NB Right 40 0.12 0.21 40 0 0.12 0.21Comb. L-T-R0SB Left 63 1 1.00 0.04 63 1 1.00 0.04Comb. L-T0SB Thru 632 2 2.00 0.20 632 2 2.00 0.20Comb. T-R0SB Right 243 1 1.00 0.15 243 1 1.00 0.15Comb. L-T-R00.120.120.250.250.370.37Lost TimeICULevel of ServiceSanta Clara StSanta Anita AveAM Existing AM Existing + Project0.9620.9620.9620.962Critical VolumesE-W:E-W:N-S:N-S:Total:Total:AA0.100.100.470.47 E-W Street:N-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 340 2 2.00 0.12 340 2 2.00 0.12Comb. L-T00EB Thru 148 0 0.77 0.12 148 0 0.77 0.12Comb. T-R11EB Right 45 0 0.23 0.12 45 0 0.23 0.12Comb. L-T-R00WB Left 85 1 1.00 0.05 85 1 1.00 0.05Comb. L-T00WB Thru 117 1 1.00 0.07 117 1 1.00 0.07Comb. T-R00WB Right 74 1 1.00 0.05 75 1 1.00 0.05Comb. L-T-R00NB Left 27 1 1.00 0.02 27 1 1.00 0.02Comb. L-T00NB Thru 664 1 1.86 0.22 671 1 1.86 0.23Comb. T-R11NB Right 50 0 0.14 0.22 50 0 0.14 0.23Comb. L-T-R00SB Left 131 1 1.00 0.08 133 1 1.00 0.08Comb. L-T00SB Thru 858 2 2.00 0.27 870 2 2.00 0.27Comb. T-R00SB Right 260 1 1.00 0.16 260 1 1.00 0.16Comb. L-T-R000.190.190.310.310.500.50Lost TimeICULevel of ServiceSanta Clara StSanta Anita AvePM Existing PM Existing + Project0.9380.9380.9380.938Critical VolumesE-W:E-W:N-S:N-S:Total:Total:AA0.100.100.600.60 HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 03/13/2019 Existing Conditions 08/01/2018 AM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 37 14 640 44 57 587 Future Vol, veh/h 18 37 14 640 44 57 587 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 20 40 15 696 48 62 638 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1193 372 638 0 0 744 0 Stage 1 750 - - - - - - Stage 2 443 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver180 625 566 - - 859 - Stage 1 427 - - - - - - Stage 2 614 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver163 625 566 - - 859 - Mov Cap-2 Maneuver163 - - - - - - Stage 1 386 - - - - - - Stage 2 614 - - - - - - Approach WB NB SB HCM Control Delay, s18.6 0.2 0.8 HCM LOS C Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 566 - - 324 859 - HCM Lane V/C Ratio 0.027 - -0.1850.072 - HCM Control Delay (s) 11.5 - - 18.6 9.5 - HCM Lane LOS B - - C A - HCM 95th %tile Q(veh) 0.1 - - 0.7 0.2 - HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 03/13/2019 Existing + Project 08/01/2018 PM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 24 68 12 654 45 62 862 Future Vol, veh/h 24 68 12 654 45 62 862 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 26 74 13 711 49 67 937 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1365 380 937 0 0 760 0 Stage 1 762 - - - - - - Stage 2 603 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver139 618 364 - - 848 - Stage 1 421 - - - - - - Stage 2 509 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver123 618 364 - - 848 - Mov Cap-2 Maneuver123 - - - - - - Stage 1 374 - - - - - - Stage 2 509 - - - - - - Approach WB NB SB HCM Control Delay, s22.8 0.3 0.6 HCM LOS C Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 364 - - 301 848 - HCM Lane V/C Ratio 0.036 - -0.3320.079 - HCM Control Delay (s) 15.3 - - 22.8 9.6 - HCM Lane LOS C - - C A - HCM 95th %tile Q(veh) 0.1 - - 1.4 0.3 - HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 04/17/2019 Existing + Project 08/01/2018 AM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 20 45 14 640 44 58 586 Future Vol, veh/h 20 45 14 640 44 58 586 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 22 49 15 696 48 63 637 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1195 372 637 0 0 744 0 Stage 1 750 - - - - - - Stage 2 445 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver179 625 567 - - 859 - Stage 1 427 - - - - - - Stage 2 613 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver162 625 567 - - 859 - Mov Cap-2 Maneuver162 - - - - - - Stage 1 386 - - - - - - Stage 2 613 - - - - - - Approach WB NB SB HCM Control Delay, s18.7 0.2 0.9 HCM LOS C Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 567 - - 333 859 - HCM Lane V/C Ratio 0.027 - -0.2120.073 - HCM Control Delay (s) 11.5 - - 18.7 9.5 - HCM Lane LOS B - - C A - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.2 - HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 04/17/2019 Existing + Project 08/01/2018 PM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 26 71 12 654 45 65 860 Future Vol, veh/h 26 71 12 654 45 65 860 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 28 77 13 711 49 71 935 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1372 380 935 0 0 760 0 Stage 1 762 - - - - - - Stage 2 610 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver137 618 366 - - 848 - Stage 1 421 - - - - - - Stage 2 505 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver121 618 366 - - 848 - Mov Cap-2 Maneuver121 - - - - - - Stage 1 372 - - - - - - Stage 2 505 - - - - - - Approach WB NB SB HCM Control Delay, s23.9 0.3 0.7 HCM LOS C Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 366 - - 294 848 - HCM Lane V/C Ratio 0.036 - -0.3590.083 - HCM Control Delay (s) 15.2 - - 23.9 9.6 - HCM Lane LOS C - - C A - HCM 95th %tile Q(veh) 0.1 - - 1.6 0.3 - E-W Street: Huntington DrN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 39 1 1.00 0.02 39 1 1.00 0.02Comb. L-T0EB Thru 347 2 2.00 0.11 347 2 2.00 0.11Comb. T-R0EB Right 113 1 1.00 0.07 113 1 1.00 0.07Comb. L-T-R0WB Left 84 1 1.00 0.05 88 1 1.00 0.05Comb. L-T0WB Thru 1131 2 2.00 0.35 1141 2 2.00 0.36Comb. T-R0WB Right 94 1 1.00 0.06 94 1 1.00 0.06Comb. L-T-R0NB Left 508 2 2.00 0.18 508 2 2.00 0.18Comb. L-T0NB Thru 656 2 2.00 0.21 656 2 2.00 0.21Comb. T-R0NB Right 132 1 1.00 0.08 132 1 1.00 0.08Comb. L-T-R0SB Left 71 2 2.00 0.02 71 2 2.00 0.02Comb. L-T0SB Thru 518 2 2.00 0.16 518 2 2.00 0.16Comb. T-R0SB Right 63 1 1.00 0.04 63 1 1.00 0.04Comb. L-T-R00.380.380.340.340.720.72Lost TimeICULevel of Service0.925Santa Anita AveAM Existing AM Existing + Project0.9250.9250.925Critical VolumesE-W:E-W:N-S:N-S:Total:Total:DD0.100.100.820.82 E-W Street: Huntington DrN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 60 1 1.00 0.04 60 1 1.00 0.04Comb. L-T00EB Thru 1233 2 2.00 0.39 1247 2 2.00 0.39Comb. T-R00EB Right 657 1 1.00 0.41 657 1 1.00 0.41Comb. L-T-R00WB Left 133 1 1.00 0.08 135 1 1.00 0.08Comb. L-T00WB Thru 637 2 2.00 0.20 645 2 2.00 0.20Comb. T-R00WB Right 73 1 1.00 0.05 73 1 1.00 0.05Comb. L-T-R00NB Left 212 2 2.00 0.07 212 2 2.00 0.07Comb. L-T00NB Thru 594 2 2.00 0.19 594 2 2.00 0.19Comb. T-R00NB Right 124 1 1.00 0.08 128 1 1.00 0.08Comb. L-T-R00SB Left 129 2 2.00 0.04 129 2 2.00 0.04Comb. L-T00SB Thru 721 2 2.00 0.23 721 2 2.00 0.23Comb. T-R00SB Right 78 1 1.00 0.05 78 1 1.00 0.05Comb. L-T-R000.470.470.300.300.770.77Lost TimeICULevel of Service0.960Santa Anita AvePM Existing PM Existing + Project0.9600.9600.960Critical VolumesE-W:E-W:N-S:N-S:Total:Total:DD0.100.100.870.87 E-W Street: Huntington DrN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 46 1 1.00 0.03 48 1 1.00 0.03Comb. L-T0EB Thru 430 1 1.84 0.15 429 1 1.84 0.15Comb. T-R11EB Right 37 0.16 0.15 37 0 0.16 0.15Comb. L-T-R0WB Left 52 1 1.00 0.03 52 1 1.00 0.03Comb. L-T0WB Thru 1137 1 1.84 0.39 1136 1 1.84 0.39Comb. T-R11WB Right 99 0.16 0.39 100 0 0.16 0.39Comb. L-T-R0NB Left 64 1 1.00 0.04 64 1 1.00 0.04Comb. L-T0NB Thru 92 1 1.00 0.06 92 1 1.00 0.06Comb. T-R0NB Right 63 1 1.00 0.04 63 1 1.00 0.04Comb. L-T-R0SB Left 33 1 1.00 0.02 46 1 1.00 0.03Comb. L-T0SB Thru 70 1 1.00 0.04 70 1 1.00 0.04Comb. T-R0SB Right 25 1 1.00 0.02 40 1 1.00 0.02Comb. L-T-R00.410.420.080.090.500.50Lost TimeICULevel of Service0.9791st AveAM Existing AM Existing + Project0.9790.9790.979Critical VolumesE-W:E-W:N-S:N-S:Total:Total:AA0.100.100.600.60 E-W Street: Huntington DrN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 40 1 1.00 0.02 60 1 1.00 0.04Comb. L-T00EB Thru 1357 1 1.89 0.45 1354 1 1.89 0.45Comb. T-R11EB Right 80 0 0.11 0.45 80 0 0.11 0.45Comb. L-T-R00WB Left 103 1 1.00 0.06 103 1 1.00 0.06Comb. L-T00WB Thru 748 1 1.85 0.25 746 1 1.81 0.26Comb. T-R11WB Right 62 0 0.15 0.25 78 0 0.19 0.26Comb. L-T-R00NB Left 44 1 1.00 0.03 44 1 1.00 0.03Comb. L-T00NB Thru 105 1 1.00 0.07 105 1 1.00 0.07Comb. T-R00NB Right 45 1 1.00 0.03 45 1 1.00 0.03Comb. L-T-R00SB Left 112 1 1.00 0.07 123 1 1.00 0.08Comb. L-T00SB Thru 183 1 1.00 0.11 183 1 1.00 0.11Comb. T-R00SB Right 76 1 1.00 0.05 87 1 1.00 0.05Comb. L-T-R000.510.510.140.140.660.66Lost TimeICULevel of Service0.9601st AvePM Existing PM Existing + Project0.9600.9600.960Critical VolumesE-W:E-W:N-S:N-S:Total:Total:CC0.100.100.760.76 E-W Street: Wheeler AveN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 3 0.06 0.03 3 0 0.05 0.03Comb. L-T0EB Thru 15 0.33 0.03 16 0 0.35 0.03Comb. T-R0EB Right 28 0.61 0.03 28 0 0.59 0.03Comb. L-T-R11WB Left 16 0.43 0.02 52 0 0.59 0.06Comb. L-T0WB Thru 9 0.23 0.02 21 0 0.24 0.06Comb. T-R0WB Right 13 0.33 0.02 15 0 0.17 0.06Comb. L-T-R11NB Left 93 1 1.00 0.06 93 1 1.00 0.06Comb. L-T0NB Thru 106 1 1.00 0.07 106 1 1.00 0.07Comb. T-R0NB Right 18 1 1.00 0.01 21 1 1.00 0.01Comb. L-T-R0SB Left 9 0.08 0.07 9 0 0.08 0.07Comb. L-T11SB Thru 98 0.92 0.07 98 0 0.92 0.07Comb. T-R0SB Right 9 1 1.00 0.01 9 1 1.00 0.01Comb. L-T-R00.050.080.130.130.190.22Lost TimeICULevel of Service0.7931st AveAM Existing AM Existing + Project0.7930.7930.793Critical VolumesE-W:E-W:N-S:N-S:Total:Total:AA0.100.100.290.32 E-W Street: Wheeler AveN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 20 0 0.11 0.11 20 0 0.10 0.12Comb. L-T00EB Thru 6 0 0.03 0.11 21 0 0.11 0.12Comb. T-R00EB Right 150 0 0.86 0.11 150 0 0.79 0.12Comb. L-T-R11WB Left 44 0 0.51 0.05 68 0 0.56 0.08Comb. L-T00WB Thru 13 0 0.15 0.05 22 0 0.18 0.08Comb. T-R00WB Right 30 0 0.35 0.05 31 0 0.26 0.08Comb. L-T-R11NB Left 63 1 1.00 0.04 63 1 1.00 0.04Comb. L-T00NB Thru 113 1 1.00 0.07 113 1 1.00 0.07Comb. T-R00NB Right 18 1 1.00 0.01 59 1 1.00 0.04Comb. L-T-R00SB Left 7 0 0.05 0.09 9 0 0.07 0.09Comb. L-T11SB Thru 130 0 0.95 0.09 130 0 0.93 0.09Comb. T-R00SB Right 20 1 1.00 0.01 20 1 1.00 0.01Comb. L-T-R000.160.190.160.160.320.35Lost TimeICULevel of Service0.8711st AvePM Existing PM Existing + Project0.8710.8710.871Critical VolumesE-W:E-W:N-S:N-S:Total:Total:AA0.100.100.420.45 Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 03/13/2019 Existing Conditions 08/01/2018 AM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 18 62 28 7 105 10 26 61 6 1 59 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 18 90 0 7 115 0 26 67 0 1 91 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.95 0.85 0.95 0.99 0.85 0.95 0.99 0.85 0.95 0.95 0.85 Saturated Flow (vph) 1520 1525 0 1520 1579 0 1520 1579 0 1520 1516 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.4 7.1 0.0 0.6 8.7 0.0 2.1 5.1 0.0 0.1 7.2 0.0 Adj Reference Time (s) 9.5 11.6 0.0 9.5 13.2 0.0 9.5 9.6 0.0 9.5 11.7 0.0 Permitted Option Adj Saturation A (vph) 101 1525 101 1579 101 1579 101 1516 Reference Time A (s) 21.3 7.1 8.3 8.7 30.8 5.1 1.2 7.2 Adj Saturation B (vph 0 1525 0 1579 0 1579 0 1516 Reference Time B (s) 9.4 7.1 8.6 8.7 10.1 5.1 8.1 7.2 Reference Time (s) 9.4 8.7 10.1 7.2 Adj Reference Time (s) 13.9 13.2 14.6 11.7 Split Option Ref Time Combined (s) 1.4 7.1 0.6 8.7 2.1 5.1 0.1 7.2 Ref Time Seperate (s) 1.4 4.9 0.6 8.0 2.1 4.6 0.1 4.7 Reference Time (s) 7.1 7.1 8.7 8.7 5.1 5.1 7.2 7.2 Adj Reference Time (s) 11.6 11.6 13.2 13.2 9.6 9.6 11.7 11.7 Summary EB WB NB SB NW SE Combined Protected Option (s) 22.7 21.2 9.5 Permitted Option (s) 13.9 14.6 9.5 Split Option (s) 24.8 21.3 19.0 Minimum (s) 13.9 14.6 9.5 38.0 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 31.6% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 03/13/2019 Existing + Project 08/01/2018 PM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 17 191 34 9 85 8 26 93 23 5 89 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 17 225 0 9 93 0 26 116 0 5 121 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.98 0.85 0.95 0.99 0.85 0.95 0.97 0.85 0.95 0.96 0.85 Saturated Flow (vph) 1520 1564 0 1520 1579 0 1520 1552 0 1520 1537 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.3 17.3 0.0 0.7 7.1 0.0 2.1 9.0 0.0 0.4 9.4 0.0 Adj Reference Time (s) 9.5 21.8 0.0 9.5 11.6 0.0 9.5 13.5 0.0 9.5 13.9 0.0 Permitted Option Adj Saturation A (vph) 101 1564 101 1579 101 1552 101 1537 Reference Time A (s) 20.1 17.3 10.7 7.1 30.8 9.0 5.9 9.4 Adj Saturation B (vph 0 1564 NA NA NA NA 0 1537 Reference Time B (s) 9.3 17.3 NA NA NA NA 8.4 9.4 Reference Time (s) 17.3 10.7 30.8 9.4 Adj Reference Time (s) 21.8 15.2 35.3 13.9 Split Option Ref Time Combined (s) 1.3 17.3 0.7 7.1 2.1 9.0 0.4 9.4 Ref Time Seperate (s) 1.3 14.7 0.7 6.5 2.1 7.2 0.4 7.0 Reference Time (s) 17.3 17.3 7.1 7.1 9.0 9.0 9.4 9.4 Adj Reference Time (s) 21.8 21.8 11.6 11.6 13.5 13.5 13.9 13.9 Summary EB WB NB SB NW SE Combined Protected Option (s) 31.3 23.4 9.5 Permitted Option (s) 21.8 35.3 9.5 Split Option (s) 33.3 27.4 19.0 Minimum (s) 21.8 23.4 9.5 54.7 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 45.6% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 04/17/2019 Existing + Project 08/01/2018 AM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 18 62 28 7 105 10 28 61 6 1 59 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 18 90 0 7 115 0 28 67 0 1 91 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.95 0.85 0.95 0.99 0.85 0.95 0.99 0.85 0.95 0.95 0.85 Saturated Flow (vph) 1520 1525 0 1520 1579 0 1520 1579 0 1520 1516 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.4 7.1 0.0 0.6 8.7 0.0 2.2 5.1 0.0 0.1 7.2 0.0 Adj Reference Time (s) 9.5 11.6 0.0 9.5 13.2 0.0 9.5 9.6 0.0 9.5 11.7 0.0 Permitted Option Adj Saturation A (vph) 101 1525 101 1579 101 1579 101 1516 Reference Time A (s) 21.3 7.1 8.3 8.7 33.2 5.1 1.2 7.2 Adj Saturation B (vph 0 1525 0 1579 0 1579 0 1516 Reference Time B (s) 9.4 7.1 8.6 8.7 10.2 5.1 8.1 7.2 Reference Time (s) 9.4 8.7 10.2 7.2 Adj Reference Time (s) 13.9 13.2 14.7 11.7 Split Option Ref Time Combined (s) 1.4 7.1 0.6 8.7 2.2 5.1 0.1 7.2 Ref Time Seperate (s) 1.4 4.9 0.6 8.0 2.2 4.6 0.1 4.7 Reference Time (s) 7.1 7.1 8.7 8.7 5.1 5.1 7.2 7.2 Adj Reference Time (s) 11.6 11.6 13.2 13.2 9.6 9.6 11.7 11.7 Summary EB WB NB SB NW SE Combined Protected Option (s) 22.7 21.2 9.5 Permitted Option (s) 13.9 14.7 9.5 Split Option (s) 24.8 21.3 19.0 Minimum (s) 13.9 14.7 9.5 38.1 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 31.8% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 04/17/2019 Existing + Project 08/01/2018 PM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 17 191 34 9 85 8 26 93 23 5 89 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 17 225 0 9 93 0 26 116 0 5 121 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.98 0.85 0.95 0.99 0.85 0.95 0.97 0.85 0.95 0.96 0.85 Saturated Flow (vph) 1520 1564 0 1520 1579 0 1520 1552 0 1520 1537 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.3 17.3 0.0 0.7 7.1 0.0 2.1 9.0 0.0 0.4 9.4 0.0 Adj Reference Time (s) 9.5 21.8 0.0 9.5 11.6 0.0 9.5 13.5 0.0 9.5 13.9 0.0 Permitted Option Adj Saturation A (vph) 101 1564 101 1579 101 1552 101 1537 Reference Time A (s) 20.1 17.3 10.7 7.1 30.8 9.0 5.9 9.4 Adj Saturation B (vph 0 1564 NA NA NA NA 0 1537 Reference Time B (s) 9.3 17.3 NA NA NA NA 8.4 9.4 Reference Time (s) 17.3 10.7 30.8 9.4 Adj Reference Time (s) 21.8 15.2 35.3 13.9 Split Option Ref Time Combined (s) 1.3 17.3 0.7 7.1 2.1 9.0 0.4 9.4 Ref Time Seperate (s) 1.3 14.7 0.7 6.5 2.1 7.2 0.4 7.0 Reference Time (s) 17.3 17.3 7.1 7.1 9.0 9.0 9.4 9.4 Adj Reference Time (s) 21.8 21.8 11.6 11.6 13.5 13.5 13.9 13.9 Summary EB WB NB SB NW SE Combined Protected Option (s) 31.3 23.4 9.5 Permitted Option (s) 21.8 35.3 9.5 Split Option (s) 33.3 27.4 19.0 Minimum (s) 21.8 23.4 9.5 54.7 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 45.6% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. E-W Street: Huntington DrN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 35 1 1.00 0.02 35 1 1.00 0.02Comb. L-T0EB Thru 485 2 2.00 0.15 494 2 2.00 0.15Comb. T-R0EB Right 27 1 1.00 0.02 29 1 1.00 0.02Comb. L-T-R0WB Left 92 1 1.00 0.06 92 1 1.00 0.06Comb. L-T0WB Thru 1161 2 2.00 0.36 1161 2 2.00 0.36Comb. T-R0WB Right 50 1 1.00 0.03 50 1 1.00 0.03Comb. L-T-R0NB Left 123 1 1.00 0.08 123 1 1.00 0.08Comb. L-T0NB Thru 238 1 1.06 0.14 238 1 1.06 0.14Comb. T-R11NB Right 211 0.94 0.14 211 0 0.94 0.14Comb. L-T-R0SB Left 54 1 1.00 0.03 54 1 1.00 0.03Comb. L-T0SB Thru 159 1 1.47 0.07 159 1 1.47 0.07Comb. T-R11SB Right 57 0.53 0.07 57 0 0.53 0.07Comb. L-T-R00.380.380.170.170.560.56Lost TimeICULevel of Service0.9522nd AveAM Existing AM Existing + Project0.9520.9520.952Critical VolumesE-W:E-W:N-S:N-S:Total:Total:BB0.100.100.660.66 E-W Street: Huntington DrN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440MovementTotal VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 66 1 1.00 0.04 66 1 1.00 0.04Comb. L-T00EB Thru 1388 2 2.00 0.43 1395 2 2.00 0.44Comb. T-R00EB Right 89 1 1.00 0.06 90 1 1.00 0.06Comb. L-T-R00WB Left 186 1 1.00 0.12 186 1 1.00 0.12Comb. L-T00WB Thru 841 2 2.00 0.26 853 2 2.00 0.27Comb. T-R00WB Right 69 1 1.00 0.04 69 1 1.00 0.04Comb. L-T-R00NB Left 45 1 1.00 0.03 48 1 1.00 0.03Comb. L-T00NB Thru 230 1 1.16 0.12 230 1 1.16 0.12Comb. T-R11NB Right 166 0 0.84 0.12 166 0 0.84 0.12Comb. L-T-R00SB Left 61 1 1.00 0.04 61 1 1.00 0.04Comb. L-T00SB Thru 279 1 1.59 0.11 279 1 1.59 0.11Comb. T-R11SB Right 72 0 0.41 0.11 72 0 0.41 0.11Comb. L-T-R000.550.550.160.160.710.71Lost TimeICULevel of Service0.9462nd AvePM Existing PM Existing + Project0.9460.9460.946Critical VolumesE-W:E-W:N-S:N-S:Total:Total:DD0.100.100.810.81 September 2019 Traffic Impact Study for Huntington Plaza Appendix C – ICU Spreadsheets and Synchro Reports – Cumulative Conditions E-W Street:N-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 58 1 1.00 0.04 58 1 1.00 0.04Comb. L-T00EB Thru 76 1 1.08 0.04 76 1 1.08 0.04Comb. T-R11EB Right 64 0 0.92 0.04 64 0 0.92 0.04Comb. L-T-R00WB Left 132 1 1.00 0.08 132 1 1.00 0.08Comb. L-T00WB Thru 291 1 1.37 0.13 291 1 1.37 0.13Comb. T-R11WB Right 136 0 0.64 0.13 136 0 0.64 0.13Comb. L-T-R00NB Left 110 1 1.00 0.07 110 1 1.00 0.07Comb. L-T00NB Thru 763 2 2.75 0.17 774 2 2.75 0.18Comb. T-R11NB Right 69 0 0.25 0.17 69 0 0.25 0.18Comb. L-T-R00SB Left 84 2 2.00 0.03 84 2 2.00 0.03Comb. L-T00SB Thru 875 2 2.00 0.27 875 2 2.00 0.27Comb. T-R00SB Right 196 1 1.00 0.12 196 1 1.00 0.12Comb. L-T-R000.170.170.340.340.510.51Lost TimeICULevel of ServiceAM Existing + Cumulative AM Existing + Cumulative + Project0.9370.937Colorado BlvdSanta Anita Ave0.9370.937Critical VolumesE-W:E-W:N-S:N-S:Total: Total:BB0.100.100.610.61 E-W Street:N-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 65 1 1.00 0.04 65 1 1.00 0.04Comb. L-T00EB Thru 592 1 1.73 0.21 592 1 1.73 0.21Comb. T-R11EB Right 91 0 0.27 0.21 91 0 0.27 0.21Comb. L-T-R00WB Left 115 1 1.00 0.07 115 1 1.00 0.07Comb. L-T00WB Thru 123 1 0.90 0.09 123 1 0.90 0.09Comb. T-R11WB Right 150 0 1.10 0.09 150 0 1.10 0.09Comb. L-T-R00NB Left 71 1 1.00 0.04 71 1 1.00 0.04Comb. L-T00NB Thru 912 2 2.46 0.23 920 2 2.46 0.23Comb. T-R11NB Right 201 0 0.54 0.23 201 0 0.54 0.23Comb. L-T-R00SB Left 171 2 2.00 0.06 171 2 2.00 0.06Comb. L-T00SB Thru 1045 2 2.00 0.33 1059 2 2.00 0.33Comb. T-R00SB Right 74 1 1.00 0.05 74 1 1.00 0.05Comb. L-T-R000.290.290.370.380.660.66Lost TimeICULevel of ServicePM Existing + Cumulative PM Existing + Cumulative + Project0.9420.942Colorado BlvdSanta Anita AveCritical VolumesE-W:E-W:Total: Total:0.9420.942N-S:N-S:CC0.100.100.760.76 E-W Street:N-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 192 2 2.00 0.07 192 2 2.00 0.07Comb. L-T00EB Thru 80 0 0.69 0.07 80 0 0.69 0.07Comb. T-R11EB Right 35 0 0.31 0.07 35 0 0.31 0.07Comb. L-T-R00WB Left 40 1 1.00 0.02 40 1 1.00 0.02Comb. L-T00WB Thru 94 1 1.00 0.06 94 1 1.00 0.06Comb. T-R00WB Right 60 1 1.00 0.04 62 1 1.00 0.04Comb. L-T-R00NB Left 40 1 1.00 0.02 40 1 1.00 0.02Comb. L-T00NB Thru 668 1 1.89 0.22 677 1 1.89 0.22Comb. T-R11NB Right 40 0 0.11 0.22 40 0 0.11 0.22Comb. L-T-R00SB Left 63 1 1.00 0.04 63 1 1.00 0.04Comb. L-T00SB Thru 646 2 2.00 0.20 646 2 2.00 0.20Comb. T-R00SB Right 272 1 1.00 0.17 272 1 1.00 0.17Comb. L-T-R000.130.130.260.260.390.39Lost TimeICULevel of ServiceAM Existing + Cumulative AM Existing + Cumulative + Project0.9620.962Santa Clara StSanta Anita Ave0.9620.962Critical VolumesE-W:E-W:N-S:N-S:Total: Total:AA0.100.100.490.49 E-W Street:N-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 369 2 2.00 0.13 369 2 2.00 0.13Comb. L-T00EB Thru 148 0 0.77 0.12 148 0 0.77 0.12Comb. T-R11EB Right 45 0 0.23 0.12 45 0 0.23 0.12Comb. L-T-R00WB Left 85 1 1.00 0.05 85 1 1.00 0.05Comb. L-T00WB Thru 117 1 1.00 0.07 117 1 1.00 0.07Comb. T-R00WB Right 75 1 1.00 0.05 76 1 1.00 0.05Comb. L-T-R00NB Left 27 1 1.00 0.02 27 1 1.00 0.02Comb. L-T00NB Thru 709 1 1.87 0.24 715 1 1.87 0.24Comb. T-R11NB Right 50 0 0.13 0.24 50 0 0.13 0.24Comb. L-T-R00SB Left 132 1 1.00 0.08 134 1 1.00 0.08Comb. L-T00SB Thru 904 2 2.00 0.28 916 2 2.00 0.29Comb. T-R00SB Right 281 1 1.00 0.18 281 1 1.00 0.18Comb. L-T-R000.200.200.320.320.520.52Lost TimeICULevel of ServicePM Existing + Cumulative PM Existing + Cumulative + Project0.9380.938Santa Clara StSanta Anita Ave0.9380.938Critical VolumesE-W:E-W:N-S:N-S:Total: Total:BB0.100.100.620.62 HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 03/25/2019 Existing + Cumulative 08/01/2018 AM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 42 14 671 44 61 596 Future Vol, veh/h 18 42 14 671 44 61 596 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 20 46 15 729 48 66 648 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1239 389 648 0 0 777 0 Stage 1 783 - - - - - - Stage 2 456 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver168 610 558 - - 835 - Stage 1 411 - - - - - - Stage 2 605 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver151 610 558 - - 835 - Mov Cap-2 Maneuver151 - - - - - - Stage 1 368 - - - - - - Stage 2 605 - - - - - - Approach WB NB SB HCM Control Delay, s19.2 0.2 0.9 HCM LOS C Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 558 - - 319 835 - HCM Lane V/C Ratio 0.027 - -0.2040.079 - HCM Control Delay (s) 11.6 - - 19.2 9.7 - HCM Lane LOS B - - C A - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.3 - HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 03/25/2019 Existing + Cumulative 08/01/2018 PM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 24 74 12 676 45 66 892 Future Vol, veh/h 24 74 12 676 45 66 892 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 26 80 13 735 49 72 970 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1415 392 970 0 0 784 0 Stage 1 786 - - - - - - Stage 2 629 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver128 607 347 - - 830 - Stage 1 410 - - - - - - Stage 2 494 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver113 607 347 - - 830 - Mov Cap-2 Maneuver113 - - - - - - Stage 1 360 - - - - - - Stage 2 494 - - - - - - Approach WB NB SB HCM Control Delay, s24.1 0.3 0.7 HCM LOS C Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 347 - - 293 830 - HCM Lane V/C Ratio 0.038 - -0.3640.086 - HCM Control Delay (s) 15.8 - - 24.1 9.7 - HCM Lane LOS C - - C A - HCM 95th %tile Q(veh) 0.1 - - 1.6 0.3 - HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 04/17/2019 Existing + Cumulative + Project 08/01/2018 AM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 20 50 14 671 44 62 595 Future Vol, veh/h 20 50 14 671 44 62 595 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 22 54 15 729 48 67 647 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1241 389 647 0 0 777 0 Stage 1 783 - - - - - - Stage 2 458 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver167 610 558 - - 835 - Stage 1 411 - - - - - - Stage 2 604 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver149 610 558 - - 835 - Mov Cap-2 Maneuver149 - - - - - - Stage 1 368 - - - - - - Stage 2 604 - - - - - - Approach WB NB SB HCM Control Delay, s19.5 0.2 0.9 HCM LOS C Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 558 - - 324 835 - HCM Lane V/C Ratio 0.027 - -0.2350.081 - HCM Control Delay (s) 11.6 - - 19.5 9.7 - HCM Lane LOS B - - C A - HCM 95th %tile Q(veh) 0.1 - - 0.9 0.3 - HCM 6th TWSC 3: Santa Anita Ave & Wheeler Ave 04/17/2019 Existing + Cumulative + Project 08/01/2018 PM Peak Synchro 10 Report L. Broshears Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 26 80 12 676 45 79 890 Future Vol, veh/h 26 80 12 676 45 79 890 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 - 52 - - 40 - Veh in Median Storage, #0 - - 0 - - 0 Grade, % 0 - - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 28 87 13 735 49 86 967 Major/Minor Minor1 Major1 Major2 Conflicting Flow All1442 392 967 0 0 784 0 Stage 1 786 - - - - - - Stage 2 656 - - - - - - Critical Hdwy 6.84 6.94 6.44 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - - Critical Hdwy Stg 2 5.84 - - - - - - Follow-up Hdwy 3.52 3.32 2.52 - - 2.22 - Pot Cap-1 Maneuver123 607 349 - - 830 - Stage 1 410 - - - - - - Stage 2 478 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver106 607 349 - - 830 - Mov Cap-2 Maneuver106 - - - - - - Stage 1 354 - - - - - - Stage 2 478 - - - - - - Approach WB NB SB HCM Control Delay, s26.4 0.3 0.8 HCM LOS D Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT Capacity (veh/h) 349 - - 281 830 - HCM Lane V/C Ratio 0.037 - - 0.410.103 - HCM Control Delay (s) 15.7 - - 26.4 9.8 - HCM Lane LOS C - - D A - HCM 95th %tile Q(veh) 0.1 - - 1.9 0.3 - E-W Street: Huntington DrN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 45 1 1.00 0.03 45 1 1.00 0.03Comb. L-T00EB Thru 366 2 2.00 0.11 366 2 2.00 0.11Comb. T-R00EB Right 134 1 1.00 0.08 134 1 1.00 0.08Comb. L-T-R00WB Left 85 1 1.00 0.05 89 1 1.00 0.06Comb. L-T00WB Thru 1190 2 2.00 0.37 1201 2 2.00 0.38Comb. T-R00WB Right 109 1 1.00 0.07 109 1 1.00 0.07Comb. L-T-R00NB Left 551 2 2.00 0.19 551 2 2.00 0.19Comb. L-T00NB Thru 658 2 2.00 0.21 658 2 2.00 0.21Comb. T-R00NB Right 133 1 1.00 0.08 133 1 1.00 0.08Comb. L-T-R00SB Left 75 2 2.00 0.03 75 2 2.00 0.03Comb. L-T00SB Thru 522 2 2.00 0.16 522 2 2.00 0.16Comb. T-R00SB Right 65 1 1.00 0.04 65 1 1.00 0.04Comb. L-T-R000.400.400.350.350.750.76Lost TimeICULevel of Service0.925AM Existing + Cumulative AM Existing + Cumulative + Project0.9250.925Santa Anita Ave0.925Critical VolumesE-W:E-W:N-S:N-S:Total: Total:DD0.100.100.850.86 E-W Street: Huntington DrN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 68 1 1.00 0.04 68 1 1.00 0.04Comb. L-T00EB Thru 1278 2 2.00 0.40 1291 2 2.00 0.40Comb. T-R00EB Right 697 1 1.00 0.44 697 1 1.00 0.44Comb. L-T-R00WB Left 136 1 1.00 0.09 139 1 1.00 0.09Comb. L-T00WB Thru 695 2 2.00 0.22 702 2 2.00 0.22Comb. T-R00WB Right 77 1 1.00 0.05 77 1 1.00 0.05Comb. L-T-R00NB Left 250 2 2.00 0.09 250 2 2.00 0.09Comb. L-T00NB Thru 596 2 2.00 0.19 596 2 2.00 0.19Comb. T-R00NB Right 127 1 1.00 0.08 131 1 1.00 0.08Comb. L-T-R00SB Left 143 2 2.00 0.05 143 2 2.00 0.05Comb. L-T00SB Thru 731 2 2.00 0.23 731 2 2.00 0.23Comb. T-R00SB Right 85 1 1.00 0.05 85 1 1.00 0.05Comb. L-T-R000.480.490.320.320.800.81Lost TimeICULevel of Service0.960PM Existing + Cumulative PM Existing + Cumulative + Project0.9600.960Santa Anita Ave0.960Critical VolumesE-W:E-W:N-S:N-S:Total: Total:DE0.100.100.900.91 E-W Street: Huntington DrN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 50 1 1.00 0.03 52 1 1.00 0.03Comb. L-T00EB Thru 448 1 1.85 0.15 447 1 1.85 0.15Comb. T-R11EB Right 37 0 0.15 0.15 37 0 0.15 0.15Comb. L-T-R00WB Left 52 1 1.00 0.03 52 1 1.00 0.03Comb. L-T00WB Thru 1204 1 1.84 0.41 1203 1 1.84 0.41Comb. T-R11WB Right 102 0 0.16 0.41 103 0 0.16 0.41Comb. L-T-R00NB Left 64 1 1.00 0.04 64 1 1.00 0.04Comb. L-T00NB Thru 92 1 1.00 0.06 92 1 1.00 0.06Comb. T-R00NB Right 63 1 1.00 0.04 63 1 1.00 0.04Comb. L-T-R00SB Left 36 1 1.00 0.02 49 1 1.00 0.03Comb. L-T00SB Thru 70 1 1.00 0.04 70 1 1.00 0.04Comb. T-R00SB Right 30 1 1.00 0.02 45 1 1.00 0.03Comb. L-T-R000.440.440.080.090.520.53Lost TimeICULevel of Service0.979AM Existing + Cumulative AM Existing + Cumulative + Project0.9790.9791st Ave0.979Critical VolumesE-W:E-W:N-S:N-S:Total: Total:BB0.100.100.620.63 E-W Street: Huntington DrN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 52 1 1.00 0.03 73 1 1.00 0.05Comb. L-T00EB Thru 1401 1 1.89 0.46 1398 1 1.89 0.46Comb. T-R11EB Right 80 0 0.11 0.46 80 0 0.11 0.46Comb. L-T-R00WB Left 103 1 1.00 0.06 103 1 1.00 0.06Comb. L-T00WB Thru 801 1 1.83 0.27 799 1 1.80 0.28Comb. T-R11WB Right 73 0 0.17 0.27 89 0 0.20 0.28Comb. L-T-R00NB Left 44 1 1.00 0.03 44 1 1.00 0.03Comb. L-T00NB Thru 105 1 1.00 0.07 105 1 1.00 0.07Comb. T-R00NB Right 45 1 1.00 0.03 45 1 1.00 0.03Comb. L-T-R00SB Left 120 1 1.00 0.07 130 1 1.00 0.08Comb. L-T00SB Thru 183 1 1.00 0.11 183 1 1.00 0.11Comb. T-R00SB Right 92 1 1.00 0.06 103 1 1.00 0.06Comb. L-T-R000.530.530.140.150.670.67Lost TimeICULevel of Service0.960PM Existing + Cumulative PM Existing + Cumulative + Project0.9600.9601st Ave0.960Critical VolumesE-W:E-W:N-S:N-S:Total: Total:CC0.100.100.770.77 E-W Street: Wheeler AveN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 3 0 0.05 0.03 3 0 0.04 0.04Comb. L-T00EB Thru 15 0 0.27 0.03 16 0 0.29 0.04Comb. T-R00EB Right 38 0 0.68 0.03 38 0 0.67 0.04Comb. L-T-R11WB Left 16 0 0.43 0.02 52 0 0.59 0.06Comb. L-T00WB Thru 9 0 0.23 0.02 21 0 0.24 0.06Comb. T-R00WB Right 13 0 0.33 0.02 15 0 0.17 0.06Comb. L-T-R11NB Left 102 1 1.00 0.06 102 1 1.00 0.06Comb. L-T00NB Thru 106 1 1.00 0.07 106 1 1.00 0.07Comb. T-R00NB Right 18 1 1.00 0.01 21 1 1.00 0.01Comb. L-T-R00SB Left 9 0 0.08 0.07 9 0 0.08 0.07Comb. L-T11SB Thru 100 0 0.92 0.07 100 0 0.92 0.07Comb. T-R00SB Right 9 1 1.00 0.01 9 1 1.00 0.01Comb. L-T-R000.060.090.130.130.190.22Lost TimeICULevel of Service0.793AM Existing + Cumulative AM Existing + Cumulative + Project0.7930.7931st Ave0.793Critical VolumesE-W:E-W:N-S:N-S:Total: Total:AA0.100.100.290.32 E-W Street: Wheeler AveN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 20 0 0.10 0.12 20 0 0.09 0.13Comb. L-T00EB Thru 6 0 0.03 0.12 21 0 0.10 0.13Comb. T-R00EB Right 174 0 0.87 0.12 174 0 0.81 0.13Comb. L-T-R11WB Left 44 0 0.51 0.05 68 0 0.56 0.08Comb. L-T00WB Thru 13 0 0.15 0.05 22 0 0.18 0.08Comb. T-R00WB Right 30 0 0.35 0.05 31 0 0.26 0.08Comb. L-T-R11NB Left 88 1 1.00 0.06 88 1 1.00 0.06Comb. L-T00NB Thru 113 1 1.00 0.07 113 1 1.00 0.07Comb. T-R00NB Right 18 1 1.00 0.01 59 1 1.00 0.04Comb. L-T-R00SB Left 7 0 0.05 0.09 9 0 0.06 0.09Comb. L-T11SB Thru 134 0 0.95 0.09 134 0 0.94 0.09Comb. T-R00SB Right 20 1 1.00 0.01 20 1 1.00 0.01Comb. L-T-R000.180.210.160.160.340.37Lost TimeICULevel of Service0.871PM Existing + Cumulative PM Existing + Cumulative + Project0.8710.8711st Ave0.871Critical VolumesE-W:E-W:N-S:N-S:Total: Total:AA0.100.100.440.47 Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 03/25/2019 Existing + Cumulative 08/01/2018 AM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 18 62 28 7 105 10 27 62 6 1 59 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 18 90 0 7 115 0 27 68 0 1 91 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.95 0.85 0.95 0.99 0.85 0.95 0.99 0.85 0.95 0.95 0.85 Saturated Flow (vph) 1520 1525 0 1520 1579 0 1520 1579 0 1520 1516 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.4 7.1 0.0 0.6 8.7 0.0 2.1 5.2 0.0 0.1 7.2 0.0 Adj Reference Time (s) 9.5 11.6 0.0 9.5 13.2 0.0 9.5 9.7 0.0 9.5 11.7 0.0 Permitted Option Adj Saturation A (vph) 101 1525 101 1579 101 1579 101 1516 Reference Time A (s) 21.3 7.1 8.3 8.7 32.0 5.2 1.2 7.2 Adj Saturation B (vph 0 1525 0 1579 0 1579 0 1516 Reference Time B (s) 9.4 7.1 8.6 8.7 10.1 5.2 8.1 7.2 Reference Time (s) 9.4 8.7 10.1 7.2 Adj Reference Time (s) 13.9 13.2 14.6 11.7 Split Option Ref Time Combined (s) 1.4 7.1 0.6 8.7 2.1 5.2 0.1 7.2 Ref Time Seperate (s) 1.4 4.9 0.6 8.0 2.1 4.7 0.1 4.7 Reference Time (s) 7.1 7.1 8.7 8.7 5.2 5.2 7.2 7.2 Adj Reference Time (s) 11.6 11.6 13.2 13.2 9.7 9.7 11.7 11.7 Summary EB WB NB SB NW SE Combined Protected Option (s) 22.7 21.2 9.5 Permitted Option (s) 13.9 14.6 9.5 Split Option (s) 24.8 21.4 19.0 Minimum (s) 13.9 14.6 9.5 38.1 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 31.7% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 03/25/2019 Existing + Cumulative 08/01/2018 PM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 17 191 33 9 85 8 26 94 23 5 90 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 17 224 0 9 93 0 26 117 0 5 122 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.98 0.85 0.95 0.99 0.85 0.95 0.97 0.85 0.95 0.96 0.85 Saturated Flow (vph) 1520 1565 0 1520 1579 0 1520 1553 0 1520 1537 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.3 17.2 0.0 0.7 7.1 0.0 2.1 9.0 0.0 0.4 9.5 0.0 Adj Reference Time (s) 9.5 21.7 0.0 9.5 11.6 0.0 9.5 13.5 0.0 9.5 14.0 0.0 Permitted Option Adj Saturation A (vph) 101 1565 101 1579 101 1553 101 1537 Reference Time A (s) 20.1 17.2 10.7 7.1 30.8 9.0 5.9 9.5 Adj Saturation B (vph 0 1565 NA NA NA NA 0 1537 Reference Time B (s) 9.3 17.2 NA NA NA NA 8.4 9.5 Reference Time (s) 17.2 10.7 30.8 9.5 Adj Reference Time (s) 21.7 15.2 35.3 14.0 Split Option Ref Time Combined (s) 1.3 17.2 0.7 7.1 2.1 9.0 0.4 9.5 Ref Time Seperate (s) 1.3 14.6 0.7 6.5 2.1 7.3 0.4 7.0 Reference Time (s) 17.2 17.2 7.1 7.1 9.0 9.0 9.5 9.5 Adj Reference Time (s) 21.7 21.7 11.6 11.6 13.5 13.5 14.0 14.0 Summary EB WB NB SB NW SE Combined Protected Option (s) 31.2 23.5 9.5 Permitted Option (s) 21.7 35.3 9.5 Split Option (s) 33.2 27.6 19.0 Minimum (s) 21.7 23.5 9.5 54.7 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 45.6% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 04/17/2019 Existing + Cumulative + Project 08/01/2018 AM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 18 62 28 7 105 10 29 62 6 1 59 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 18 90 0 7 115 0 29 68 0 1 91 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.95 0.85 0.95 0.99 0.85 0.95 0.99 0.85 0.95 0.95 0.85 Saturated Flow (vph) 1520 1525 0 1520 1579 0 1520 1579 0 1520 1516 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.4 7.1 0.0 0.6 8.7 0.0 2.3 5.2 0.0 0.1 7.2 0.0 Adj Reference Time (s) 9.5 11.6 0.0 9.5 13.2 0.0 9.5 9.7 0.0 9.5 11.7 0.0 Permitted Option Adj Saturation A (vph) 101 1525 101 1579 101 1579 101 1516 Reference Time A (s) 21.3 7.1 8.3 8.7 34.3 5.2 1.2 7.2 Adj Saturation B (vph 0 1525 0 1579 0 1579 0 1516 Reference Time B (s) 9.4 7.1 8.6 8.7 10.3 5.2 8.1 7.2 Reference Time (s) 9.4 8.7 10.3 7.2 Adj Reference Time (s) 13.9 13.2 14.8 11.7 Split Option Ref Time Combined (s) 1.4 7.1 0.6 8.7 2.3 5.2 0.1 7.2 Ref Time Seperate (s) 1.4 4.9 0.6 8.0 2.3 4.7 0.1 4.7 Reference Time (s) 7.1 7.1 8.7 8.7 5.2 5.2 7.2 7.2 Adj Reference Time (s) 11.6 11.6 13.2 13.2 9.7 9.7 11.7 11.7 Summary EB WB NB SB NW SE Combined Protected Option (s) 22.7 21.2 9.5 Permitted Option (s) 13.9 14.8 9.5 Split Option (s) 24.8 21.4 19.0 Minimum (s) 13.9 14.8 9.5 38.2 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 31.8% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. Intersection Capacity Utilization 7: 1st Ave & Gold Line Railroad & Santa Clara St 04/17/2019 Existing + Cumulative + Project 08/01/2018 PM Peak Synchro 10 Report L. Broshears Movement EBL EBT EBR2 WBL WBT WBR2 NBL2 NBT NBR SBL2 SBT SBR Lane Configurations Volume (vph) 17 191 35 9 85 8 27 94 23 5 90 32 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lost Time (s) 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 4.5 4.5 4.0 Minimum Green (s) 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 17 226 0 9 93 0 27 117 0 5 122 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.98 0.85 0.95 0.99 0.85 0.95 0.97 0.85 0.95 0.96 0.85 Saturated Flow (vph) 1520 1563 0 1520 1579 0 1520 1553 0 1520 1537 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes Yes Yes Reference Time (s) 1.3 17.4 0.0 0.7 7.1 0.0 2.1 9.0 0.0 0.4 9.5 0.0 Adj Reference Time (s) 9.5 21.9 0.0 9.5 11.6 0.0 9.5 13.5 0.0 9.5 14.0 0.0 Permitted Option Adj Saturation A (vph) 101 1563 101 1579 101 1553 101 1537 Reference Time A (s) 20.1 17.4 10.7 7.1 32.0 9.0 5.9 9.5 Adj Saturation B (vph 0 1563 NA NA NA NA 0 1537 Reference Time B (s) 9.3 17.4 NA NA NA NA 8.4 9.5 Reference Time (s) 17.4 10.7 32.0 9.5 Adj Reference Time (s) 21.9 15.2 36.5 14.0 Split Option Ref Time Combined (s) 1.3 17.4 0.7 7.1 2.1 9.0 0.4 9.5 Ref Time Seperate (s) 1.3 14.7 0.7 6.5 2.1 7.3 0.4 7.0 Reference Time (s) 17.4 17.4 7.1 7.1 9.0 9.0 9.5 9.5 Adj Reference Time (s) 21.9 21.9 11.6 11.6 13.5 13.5 14.0 14.0 Summary EB WB NB SB NW SE Combined Protected Option (s) 31.4 23.5 9.5 Permitted Option (s) 21.9 36.5 9.5 Split Option (s) 33.4 27.6 19.0 Minimum (s) 21.9 23.5 9.5 54.9 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 45.7% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. E-W Street: Huntington DrN-S Street:Scenario: AM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 35 1 1.00 0.02 35 1 1.00 0.02Comb. L-T00EB Thru 503 2 2.00 0.16 512 2 2.00 0.16Comb. T-R00EB Right 32 1 1.00 0.02 34 1 1.00 0.02Comb. L-T-R00WB Left 95 1 1.00 0.06 95 1 1.00 0.06Comb. L-T00WB Thru 1223 2 2.00 0.38 1223 2 2.00 0.38Comb. T-R00WB Right 50 1 1.00 0.03 50 1 1.00 0.03Comb. L-T-R00NB Left 133 1 1.00 0.08 133 1 1.00 0.08Comb. L-T00NB Thru 239 1 1.05 0.14 239 1 1.05 0.14Comb. T-R11NB Right 216 0 0.95 0.14 216 0 0.95 0.14Comb. L-T-R00SB Left 54 1 1.00 0.03 54 1 1.00 0.03Comb. L-T00SB Thru 160 1 1.48 0.07 160 1 1.48 0.07Comb. T-R11SB Right 57 0 0.52 0.07 57 0 0.52 0.07Comb. L-T-R000.400.400.180.180.580.58Lost TimeICULevel of Service0.952AM Existing + Cumulative AM Existing + Cumulative + Project0.9520.9522nd Ave0.952Critical VolumesE-W:E-W:N-S:N-S:Total: Total:BB0.100.100.680.68 E-W Street: Huntington DrN-S Street:Scenario: PM PeakLane Capacity: 1600Dual Lefts Capacity (per lane):1440Movement VolumeNo. of LanesEquivalent LanesMovement V/CTotal VolumeNo. of LanesEquivalent LanesMovement V/CPHFEB Left 66 1 1.00 0.04 66 1 1.00 0.04Comb. L-T00EB Thru 1426 2 2.00 0.45 1433 2 2.00 0.45Comb. T-R00EB Right 102 1 1.00 0.06 104 1 1.00 0.06Comb. L-T-R00WB Left 192 1 1.00 0.12 192 1 1.00 0.12Comb. L-T00WB Thru 898 2 2.00 0.28 910 2 2.00 0.28Comb. T-R00WB Right 69 1 1.00 0.04 69 1 1.00 0.04Comb. L-T-R00NB Left 53 1 1.00 0.03 55 1 1.00 0.03Comb. L-T00NB Thru 232 1 1.15 0.13 232 1 1.15 0.13Comb. T-R11NB Right 170 0 0.85 0.13 170 0 0.85 0.13Comb. L-T-R00SB Left 61 1 1.00 0.04 61 1 1.00 0.04Comb. L-T00SB Thru 281 1 1.59 0.11 281 1 1.59 0.11Comb. T-R11SB Right 72 0 0.41 0.11 72 0 0.41 0.11Comb. L-T-R000.570.570.160.160.730.73Lost TimeICULevel of Service0.946PM Existing + Cumulative PM Existing + Cumulative + Project0.9460.9462nd Ave0.946Critical VolumesE-W:E-W:N-S:N-S:Total: Total:DD0.100.100.830.83