022123-CH-9sr&att.pdf — Long Beach City Council, April 18, 2023 (part 4 of 6)

Cherry Avenue Warehouse (Construction - Unmitigated) - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Trips and VMT - Vendor Trips adjusted based on CalEEMod defaults for Building Construction and number of days for Demolition/Crushing, Site Preparation, Grading, and Building Construction
Demolition -
Grading -
Architectural Coating - Rule 1113
Vehicle Trips - Construction run only
Energy Use - Construction run only
Water And Wastewater - Construction run only
Solid Waste - Construction run only
Construction Off-road Equipment Mitigation - Rule 403
Table Name
Column Name
Default Value
New Value
tblArchitecturalCoating
EF_Nonresidential_Exterior
100.00

50.00 tblArchitecturalCoating
EF_Nonresidential_Interior
100.00

50.00 tblConstructionPhase
NumDays

20.00 25.00
tblConstructionPhase
NumDays

30.00 35.00
tblConstructionPhase
NumDays
300.00
191.00
tblConstructionPhase
NumDays

20.00 40.00
tblEnergyUse
LightingElect

0.35 0.00
tblEnergyUse
LightingElect

2.73 0.00
tblEnergyUse
LightingElect

1.91 0.00
tblEnergyUse
NT24E

13.61 0.00
tblEnergyUse
NT24E

1.34 0.00
tblEnergyUse
NT24NG

0.09 0.00
tblEnergyUse
NT24NG

0.03 0.00
tblEnergyUse
T24E

0.37 0.00
tblEnergyUse
T24E

0.58 0.00
tblEnergyUse
T24NG

0.93 0.00
tblEnergyUse
T24NG

0.83 0.00
tblLandUse
LandUseSquareFeet
135,200.00
51,714.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 2 of 41 ends

tblLandUse
LotAcreage

3.04 1.18
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

4.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

2.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 2.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 5.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 2.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 5.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 2.00
tblOffRoadEquipment
UsageHours

6.00 8.00
tblOffRoadEquipment
UsageHours

7.00 8.00
tblOffRoadEquipment
UsageHours

8.00 4.00
tblOffRoadEquipment
UsageHours

7.00 8.00
tblSolidWaste
SolidWasteGenerationRate

42.86 0.00
tblSolidWaste
SolidWasteGenerationRate
242.88

0.00 tblTripsAndVMT
HaulingTripNumber
1,730.00

0.00 tblTripsAndVMT
VendorTripNumber

0.00 10.00
tblTripsAndVMT
VendorTripNumber

0.00 4.00
tblTripsAndVMT
VendorTripNumber

0.00 14.00
tblTripsAndVMT
VendorTripNumber
101.00

74.00 tblVehicleTrips
CC_TL

8.40 0.00
tblVehicleTrips
CC_TL

8.40 0.00
tblVehicleTrips
CNW_TL

6.90 0.00
tblVehicleTrips
CNW_TL

6.90 0.00
tblVehicleTrips
CNW_TTP

41.00 0.00
tblVehicleTrips
CNW_TTP

41.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 3 of 41 ends

2.0 Emissions Summary
tblVehicleTrips
CW_TL

16.60 0.00
tblVehicleTrips
CW_TL

16.60 0.00
tblVehicleTrips
CW_TTP

59.00 0.00
tblVehicleTrips
CW_TTP

59.00 0.00
tblVehicleTrips
DV_TP

5.00 0.00
tblVehicleTrips
DV_TP

5.00 0.00
tblVehicleTrips
PB_TP

3.00 0.00
tblVehicleTrips
PB_TP

3.00 0.00
tblVehicleTrips
PR_TP

92.00 0.00
tblVehicleTrips
PR_TP

92.00 0.00
tblVehicleTrips
ST_TR

2.12 0.00
tblVehicleTrips
ST_TR

1.74 0.00
tblVehicleTrips
SU_TR

2.12 0.00
tblVehicleTrips
SU_TR

1.74 0.00
tblVehicleTrips
WD_TR

2.12 0.00
tblVehicleTrips
WD_TR

1.74 0.00
tblWater
IndoorWaterUseRate
10,545,000.00

0.00 tblWater
IndoorWaterUseRate
59,750,375.00

0.00 CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 4 of 41 ends

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
2023

1.0276

4.0718

4.6388

0.0105

0.7734

0.1759

0.9493

0.2289

0.1649

0.3939

0.0000
930.4673
930.4673

0.1587

0.0241
941.6109
2024

0.2393

0.2276

0.3275

6.8000e-
004

0.0222

9.7900e-
003

0.0320

5.9600e-
003

9.1900e-
003

0.0152

0.0000

60.4587

0.0102

1.4300e-
003

61.1391
Maximum

1.0276

4.0718

4.6388

0.0105

0.7734

0.1759

0.9493

0.2289

0.1649

0.3939

0.0000
930.4673
930.4673

0.1587

0.0241
941.6109
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
2023

1.0276

4.0718

4.6388

0.0105

0.4945

0.1759

0.6704

0.1411

0.1649

0.3061

0.0000
930.4666
930.4666

0.1587

0.0241
941.6102
2024

0.2393

0.2276

0.3275

6.8000e-
004

0.0222

9.7900e-
003

0.0320

5.9600e-
003

9.1900e-
003

0.0152

0.0000

60.4586

0.0102

1.4300e-
003

61.1390
Maximum

1.0276

4.0718

4.6388

0.0105

0.4945

0.1759

0.6704

0.1411

0.1649

0.3061

0.0000
930.4666
930.4666

0.1587

0.0241
941.6102
Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 5 of 41 ends

ROG
NOx
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

35.06 0.00

28.42 37.38

0.00 21.47

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 1-15-2023
4-14-2023

1.1246

1.1246
2 4-15-2023
7-14-2023

1.1671

1.1671
3 7-15-2023
10-14-2023

1.1777

1.1777
4 10-15-2023
1-14-2024

2.0674

2.0674
5 1-15-2024
4-14-2024

0.0303

0.0303
Highest

2.0674

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

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Energy

0.0000

0.0000
Mobile

0.0000

0.0000
Waste

0.0000

0.0000
Water

0.0000

0.0000
Total

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 6 of 41 ends

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

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Energy

0.0000

0.0000
Mobile

0.0000

0.0000
Waste

0.0000

0.0000
Water

0.0000

0.0000
Total

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Mitigated Operational

0.00 0.00

0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 7 of 41 ends

4 Building Construction
Building Construction
4/22/2023
1/15/2024
5 191
5 Paving
Paving
12/19/2023
1/15/2024
5 20
6 Architectural Coating
Architectural Coating
11/21/2023
1/15/2024
5 40
OffRoad Equipment
Phase Name
Offroad Equipment Type
Amount
Usage Hours
Horse Power
Load Factor
Demolition/Crushing
Concrete/Industrial Saws
1 8.00
81 0.73
Demolition/Crushing
Crushing/Proc. Equipment
1 8.00
85 0.78
Demolition/Crushing
Excavators
3 8.00
158

0.38 Demolition/Crushing
Rubber Tired Dozers
2 8.00
247

0.40 Site Preparation
Crawler Tractors
4 8.00
212

0.43 Site Preparation
Rubber Tired Dozers
3 8.00
247

0.40 Site Preparation
Tractors/Loaders/Backhoes
0 8.00
97 0.37
Grading
Crawler Tractors
2 8.00
212

0.43 Grading
Excavators
2 8.00
158

0.38 Grading
Graders
1 8.00
187

0.41 Grading
Rubber Tired Dozers
1 8.00
247

0.40 Grading
Scrapers
2 4.00
367

0.48 Grading
Tractors/Loaders/Backhoes
0 8.00
97 0.37
Building Construction
Cranes
2 8.00
231

0.29 Building Construction
Forklifts
5 8.00
89 0.20
Building Construction
Generator Sets
2 8.00
84 0.74
Building Construction
Tractors/Loaders/Backhoes
5 8.00
97 0.37
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 455,958; Non-Residential Outdoor: 151,986; Striped Parking Area:
18,772 (Architectural Coating
–
sqft)
Acres of Grading (Site Preparation Phase): 35
Acres of Grading (Grading Phase): 105
Acres of Paving: 7.18
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 8 of 41 ends

3.1 Mitigation Measures Construction
Water Exposed Area
Building Construction
Welders
2 8.00
46 0.45
Paving
Pavers
2 8.00
130

0.42 Paving
Paving Equipment
2 8.00
132

0.36 Paving
Rollers
2 8.00
80 0.38
Architectural Coating
Air Compressors
1 8.00
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/Crushing
7 18.00

10.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Site Preparation
7 18.00

4.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Grading
8 20.00

14.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Building Construction
16 259.00

74.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Paving
6 15.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Architectural Coating
1 52.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 9 of 41 ends

3.2 Demolition/Crushing - 2023
ROG
NOx
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

0.1872

0.0000

0.1872

0.0284

0.0000

0.0284

0.0000

0.0000
Off-Road

0.0340

0.3059

0.2996

5.7000e-
004

0.0144

0.0135

0.0000

50.0257

0.0124

0.0000

50.3345
Total

0.0340

0.3059

0.2996

5.7000e-
004

0.1872

0.0144

0.2016

0.0284

0.0135

0.0419

0.0000

50.0257

0.0124

0.0000

50.3345
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
Vendor

1.4000e-
004

5.0400e-
003

1.8900e-
003

2.0000e-
005

7.9000e-
004

2.0000e-
005

8.1000e-
004

2.3000e-
004

2.0000e-
005

2.5000e-
004

0.0000

2.2728

8.0000e-
005

3.3000e-
004

2.3722
Worker

7.1000e-
004

5.7000e-
004

7.6700e-
003

2.0000e-
005

2.4700e-
003

2.0000e-
005

2.4800e-
003

6.5000e-
004

1.0000e-
005

6.7000e-
004

0.0000

1.9626

5.0000e-
005

1.9791
Total

8.5000e-
004

5.6100e-
003

9.5600e-
003

4.0000e-
005

3.2600e-
003

4.0000e-
005

3.2900e-
003

8.8000e-
004

3.0000e-
005

9.2000e-
004

0.0000

4.2353

1.3000e-
004

3.8000e-
004

4.3512
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 10 of 41 ends

0.0730

0.0000

0.0730

0.0111

0.0000

0.0111

0.0000

0.0000
Off-Road

0.0340

0.3059

0.2996

5.7000e-
004

0.0144

0.0135

0.0000

50.0257

0.0124

0.0000

50.3344
Total

0.0340

0.3059

0.2996

5.7000e-
004

0.0730

0.0144

0.0874

0.0111

0.0135

0.0246

0.0000

50.0257

0.0124

0.0000

50.3344
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
Vendor

1.4000e-
004

5.0400e-
003

1.8900e-
003

2.0000e-
005

7.9000e-
004

2.0000e-
005

8.1000e-
004

2.3000e-
004

2.0000e-
005

2.5000e-
004

0.0000

2.2728

8.0000e-
005

3.3000e-
004

2.3722
Worker

7.1000e-
004

5.7000e-
004

7.6700e-
003

2.0000e-
005

2.4700e-
003

2.0000e-
005

2.4800e-
003

6.5000e-
004

1.0000e-
005

6.7000e-
004

0.0000

1.9626

5.0000e-
005

1.9791
Total

8.5000e-
004

5.6100e-
003

9.5600e-
003

4.0000e-
005

3.2600e-
003

4.0000e-
005

3.2900e-
003

8.8000e-
004

3.0000e-
005

9.2000e-
004

0.0000

4.2353

1.3000e-
004

3.8000e-
004

4.3512
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 11 of 41 ends

3.3 Site Preparation - 2023
ROG
NOx
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

0.1089

0.0000

0.1089

0.0517

0.0000

0.0517

0.0000

0.0000
Off-Road

0.0192

0.2094

0.0915

2.8000e-
004

8.7900e-
003

8.0900e-
003

0.0000

25.0115

8.0900e-
003

0.0000

25.2137
Total

0.0192

0.2094

0.0915

2.8000e-
004

0.1089

8.7900e-
003

0.1177

0.0517

8.0900e-
003

0.0598

0.0000

25.0115

8.0900e-
003

0.0000

25.2137
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
Vendor

2.0000e-
005

8.1000e-
004

3.0000e-
004

0.0000

1.3000e-
004

0.0000

1.3000e-
004

4.0000e-
005

0.0000

4.0000e-
005

0.0000

0.3636

1.0000e-
005

5.0000e-
005

0.3795
Worker

2.9000e-
004

2.3000e-
004

3.0700e-
003

1.0000e-
005

9.9000e-
004

1.0000e-
005

9.9000e-
004

2.6000e-
004

1.0000e-
005

2.7000e-
004

0.0000

0.7850

2.0000e-
005

0.7916
Total

3.1000e-
004

1.0400e-
003

3.3700e-
003

1.0000e-
005

1.1200e-
003

1.0000e-
005

1.1200e-
003

3.0000e-
004

1.0000e-
005

3.1000e-
004

0.0000

1.1487

3.0000e-
005

7.0000e-
005

1.1712
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 12 of 41 ends

0.0425

0.0000

0.0425

0.0202

0.0000

0.0202

0.0000

0.0000
Off-Road

0.0192

0.2094

0.0915

2.8000e-
004

8.7900e-
003

8.0900e-
003

0.0000

25.0115

8.0900e-
003

0.0000

25.2137
Total

0.0192

0.2094

0.0915

2.8000e-
004

0.0425

8.7900e-
003

0.0513

0.0202

8.0900e-
003

0.0282

0.0000

25.0115

8.0900e-
003

0.0000

25.2137
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
Vendor

2.0000e-
005

8.1000e-
004

3.0000e-
004

0.0000

1.3000e-
004

0.0000

1.3000e-
004

4.0000e-
005

0.0000

4.0000e-
005

0.0000

0.3636

1.0000e-
005

5.0000e-
005

0.3795
Worker

2.9000e-
004

2.3000e-
004

3.0700e-
003

1.0000e-
005

9.9000e-
004

1.0000e-
005

9.9000e-
004

2.6000e-
004

1.0000e-
005

2.7000e-
004

0.0000

0.7850

2.0000e-
005

0.7916
Total

3.1000e-
004

1.0400e-
003

3.3700e-
003

1.0000e-
005

1.1200e-
003

1.0000e-
005

1.1200e-
003

3.0000e-
004

1.0000e-
005

3.1000e-
004

0.0000

1.1487

3.0000e-
005

7.0000e-
005

1.1712
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 13 of 41 ends

3.4 Grading - 2023
ROG
NOx
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

0.1611

0.0000

0.1611

0.0639

0.0000

0.0639

0.0000

0.0000
Off-Road

0.0546

0.5847

0.3839

9.9000e-
004

0.0236

0.0217

0.0000

86.5980

0.0280

0.0000

87.2982
Total

0.0546

0.5847

0.3839

9.9000e-
004

0.1611

0.0236

0.1846

0.0639

0.0217

0.0856

0.0000

86.5980

0.0280

0.0000

87.2982
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
Vendor

2.8000e-
004

9.8700e-
003

3.7000e-
003

5.0000e-
005

1.5400e-
003

5.0000e-
005

1.5900e-
003

4.5000e-
004

5.0000e-
005

4.9000e-
004

0.0000

4.4546

1.5000e-
004

6.4000e-
004

4.6494
Worker

1.1100e-
003

8.8000e-
004

0.0119

3.0000e-
005

3.8400e-
003

2.0000e-
005

3.8600e-
003

1.0200e-
003

2.0000e-
005

1.0400e-
003

0.0000

3.0529

8.0000e-
005

3.0786
Total

1.3900e-
003

0.0108

0.0156

8.0000e-
005

5.3800e-
003

7.0000e-
005

5.4500e-
003

1.4700e-
003

7.0000e-
005

1.5300e-
003

0.0000

7.5075

2.3000e-
004

7.2000e-
004

7.7280
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 14 of 41 ends

3.4 Grading - 2023
ROG
NOx
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

0.0628

0.0000

0.0628

0.0249

0.0000

0.0249

0.0000

0.0000
Off-Road

0.0546

0.5847

0.3839

9.9000e-
004

0.0236

0.0217

0.0000

86.5979

0.0280

0.0000

87.2981
Total

0.0546

0.5847

0.3839

9.9000e-
004

0.0628

0.0236

0.0864

0.0249

0.0217

0.0466

0.0000

86.5979

0.0280

0.0000

87.2981
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
Vendor

2.8000e-
004

9.8700e-
003

3.7000e-
003

5.0000e-
005

1.5400e-
003

5.0000e-
005

1.5900e-
003

4.5000e-
004

5.0000e-
005

4.9000e-
004

0.0000

4.4546

1.5000e-
004

6.4000e-
004

4.6494
Worker

1.1100e-
003

8.8000e-
004

0.0119

3.0000e-
005

3.8400e-
003

2.0000e-
005

3.8600e-
003

1.0200e-
003

2.0000e-
005

1.0400e-
003

0.0000

3.0529

8.0000e-
005

3.0786
Total

1.3900e-
003

0.0108

0.0156

8.0000e-
005

5.3800e-
003

7.0000e-
005

5.4500e-
003

1.4700e-
003

7.0000e-
005

1.5300e-
003

0.0000

7.5075

2.3000e-
004

7.2000e-
004

7.7280
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 15 of 41 ends

3.5 Building Construction - 2023
ROG
NOx
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

0.2784

2.5542

2.8120

4.7700e-
003

0.1225

0.1153

0.0000
410.4131
410.4131

0.0971

0.0000
412.8392
Total

0.2784

2.5542

2.8120

4.7700e-
003

0.1225

0.1153

0.0000
410.4131
410.4131

0.0971

0.0000
412.8392
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
Vendor

7.5200e-
003

0.2684

0.1005

1.2400e-
003

0.0420

1.2900e-
003

0.0433

0.0121

1.2300e-
003

0.0134

0.0000
121.0936
121.0936

4.0500e-
003

0.0174
126.3881
Worker

0.0740

0.0587

0.7942

2.2200e-
003

0.2554

1.5700e-
003

0.2570

0.0678

1.4400e-
003

0.0693

0.0000
203.3200
203.3200

5.4100e-
003

5.2900e-
003
205.0324
Total

0.0815

0.3271

0.8947

3.4600e-
003

0.2974

2.8600e-
003

0.3003

0.0800

2.6700e-
003

0.0826

0.0000
324.4136
324.4136

9.4600e-
003

0.0227
331.4205
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 16 of 41 ends

0.2784

2.5542

2.8120

4.7700e-
003

0.1225

0.1153

0.0000
410.4126
410.4126

0.0971

0.0000
412.8387
Total

0.2784

2.5542

2.8120

4.7700e-
003

0.1225

0.1153

0.0000
410.4126
410.4126

0.0971

0.0000
412.8387
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
Vendor

7.5200e-
003

0.2684

0.1005

1.2400e-
003

0.0420

1.2900e-
003

0.0433

0.0121

1.2300e-
003

0.0134

0.0000
121.0936
121.0936

4.0500e-
003

0.0174
126.3881
Worker

0.0740

0.0587

0.7942

2.2200e-
003

0.2554

1.5700e-
003

0.2570

0.0678

1.4400e-
003

0.0693

0.0000
203.3200
203.3200

5.4100e-
003

5.2900e-
003
205.0324
Total

0.0815

0.3271

0.8947

3.4600e-
003

0.2974

2.8600e-
003

0.3003

0.0800

2.6700e-
003

0.0826

0.0000
324.4136
324.4136

9.4600e-
003

0.0227
331.4205
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 17 of 41 ends

3.5 Building Construction - 2024
ROG
NOx
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

0.0159

0.1459

0.1709

2.9000e-
004

6.5700e-
003

6.1900e-
003

0.0000

25.0854

5.9000e-
003

0.0000

25.2328
Total

0.0159

0.1459

0.1709

2.9000e-
004

6.5700e-
003

6.1900e-
003

0.0000

25.0854

5.9000e-
003

0.0000

25.2328
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
Vendor

4.5000e-
004

0.0164

6.0100e-
003

7.0000e-
005

2.5700e-
003

8.0000e-
005

2.6400e-
003

7.4000e-
004

8.0000e-
005

8.2000e-
004

0.0000

7.2891

2.5000e-
004

1.0500e-
003

7.6083
Worker

4.2200e-
003

3.2000e-
003

0.0451

1.3000e-
004

0.0156

9.0000e-
005

0.0157

4.1500e-
003

8.0000e-
005

4.2300e-
003

0.0000

12.0738

3.0000e-
004

12.1709
Total

4.6700e-
003

0.0196

0.0511

2.0000e-
004

0.0182

1.7000e-
004

0.0183

4.8900e-
003

1.6000e-
004

5.0500e-
003

0.0000

19.3629

5.5000e-
004

1.3500e-
003

19.7791
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 18 of 41 ends

0.0159

0.1459

0.1709

2.9000e-
004

6.5700e-
003

6.1900e-
003

0.0000

25.0854

5.9000e-
003

0.0000

25.2328
Total

0.0159

0.1459

0.1709

2.9000e-
004

6.5700e-
003

6.1900e-
003

0.0000

25.0854

5.9000e-
003

0.0000

25.2328
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
Vendor

4.5000e-
004

0.0164

6.0100e-
003

7.0000e-
005

2.5700e-
003

8.0000e-
005

2.6400e-
003

7.4000e-
004

8.0000e-
005

8.2000e-
004

0.0000

7.2891

2.5000e-
004

1.0500e-
003

7.6083
Worker

4.2200e-
003

3.2000e-
003

0.0451

1.3000e-
004

0.0156

9.0000e-
005

0.0157

4.1500e-
003

8.0000e-
005

4.2300e-
003

0.0000

12.0738

3.0000e-
004

12.1709
Total

4.6700e-
003

0.0196

0.0511

2.0000e-
004

0.0182

1.7000e-
004

0.0183

4.8900e-
003

1.6000e-
004

5.0500e-
003

0.0000

19.3629

5.5000e-
004

1.3500e-
003

19.7791
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 19 of 41 ends

3.6 Paving - 2023
ROG
NOx
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

4.6500e-
003

0.0459

0.0656

1.0000e-
004

2.3000e-
003

2.1100e-
003

0.0000

9.0121

2.9100e-
003

0.0000

9.0850
Paving

4.2300e-
003

0.0000

0.0000
Total

8.8800e-
003

0.0459

0.0656

1.0000e-
004

2.3000e-
003

2.1100e-
003

0.0000

9.0121

2.9100e-
003

0.0000

9.0850
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
Vendor

0.0000

0.0000
Worker

2.1000e-
004

1.7000e-
004

2.3000e-
003

1.0000e-
005

7.4000e-
004

0.0000

7.4000e-
004

2.0000e-
004

0.0000

2.0000e-
004

0.0000

0.5888

2.0000e-
005

0.5937
Total

2.1000e-
004

1.7000e-
004

2.3000e-
003

1.0000e-
005

7.4000e-
004

0.0000

7.4000e-
004

2.0000e-
004

0.0000

2.0000e-
004

0.0000

0.5888

2.0000e-
005

0.5937
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 20 of 41 ends

3.6 Paving - 2023
ROG
NOx
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

4.6500e-
003

0.0459

0.0656

1.0000e-
004

2.3000e-
003

2.1100e-
003

0.0000

9.0121

2.9100e-
003

0.0000

9.0850
Paving

4.2300e-
003

0.0000

0.0000
Total

8.8800e-
003

0.0459

0.0656

1.0000e-
004

2.3000e-
003

2.1100e-
003

0.0000

9.0121

2.9100e-
003

0.0000

9.0850
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
Vendor

0.0000

0.0000
Worker

2.1000e-
004

1.7000e-
004

2.3000e-
003

1.0000e-
005

7.4000e-
004

0.0000

7.4000e-
004

2.0000e-
004

0.0000

2.0000e-
004

0.0000

0.5888

2.0000e-
005

0.5937
Total

2.1000e-
004

1.7000e-
004

2.3000e-
003

1.0000e-
005

7.4000e-
004

0.0000

7.4000e-
004

2.0000e-
004

0.0000

2.0000e-
004

0.0000

0.5888

2.0000e-
005

0.5937
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 21 of 41 ends

3.6 Paving - 2024
ROG
NOx
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

5.4300e-
003

0.0524

0.0804

1.3000e-
004

2.5800e-
003

2.3700e-
003

0.0000

11.0146

3.5600e-
003

0.0000

11.1037
Paving

5.1700e-
003

0.0000

0.0000
Total

0.0106

0.0524

0.0804

1.3000e-
004

2.5800e-
003

2.3700e-
003

0.0000

11.0146

3.5600e-
003

0.0000

11.1037
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
Vendor

0.0000

0.0000
Worker

2.4000e-
004

1.9000e-
004

2.6100e-
003

1.0000e-
005

9.0000e-
004

1.0000e-
005

9.1000e-
004

2.4000e-
004

0.0000

2.5000e-
004

0.0000

0.6993

2.0000e-
005

0.7049
Total

2.4000e-
004

1.9000e-
004

2.6100e-
003

1.0000e-
005

9.0000e-
004

1.0000e-
005

9.1000e-
004

2.4000e-
004

0.0000

2.5000e-
004

0.0000

0.6993

2.0000e-
005

0.7049
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 22 of 41 ends

3.6 Paving - 2024
ROG
NOx
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

5.4300e-
003

0.0524

0.0804

1.3000e-
004

2.5800e-
003

2.3700e-
003

0.0000

11.0146

3.5600e-
003

0.0000

11.1036
Paving

5.1700e-
003

0.0000

0.0000
Total

0.0106

0.0524

0.0804

1.3000e-
004

2.5800e-
003

2.3700e-
003

0.0000

11.0146

3.5600e-
003

0.0000

11.1036
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
Vendor

0.0000

0.0000
Worker

2.4000e-
004

1.9000e-
004

2.6100e-
003

1.0000e-
005

9.0000e-
004

1.0000e-
005

9.1000e-
004

2.4000e-
004

0.0000

2.5000e-
004

0.0000

0.6993

2.0000e-
005

0.7049
Total

2.4000e-
004

1.9000e-
004

2.6100e-
003

1.0000e-
005

9.0000e-
004

1.0000e-
005

9.1000e-
004

2.4000e-
004

0.0000

2.5000e-
004

0.0000

0.6993

2.0000e-
005

0.7049
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 23 of 41 ends

3.7 Architectural Coating - 2023
ROG
NOx
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

0.5423

0.0000

0.0000
Off-Road

3.7100e-
003

0.0252

0.0350

6.0000e-
005

1.3700e-
003

0.0000

4.9363

3.0000e-
004

0.0000

4.9437
Total

0.5460

0.0252

0.0350

6.0000e-
005

1.3700e-
003

0.0000

4.9363

3.0000e-
004

0.0000

4.9437
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
Vendor

0.0000

0.0000
Worker

2.3900e-
003

1.9000e-
003

0.0257

7.0000e-
005

8.2600e-
003

5.0000e-
005

8.3100e-
003

2.1900e-
003

5.0000e-
005

2.2400e-
003

0.0000

6.5767

1.7000e-
004

6.6321
Total

2.3900e-
003

1.9000e-
003

0.0257

7.0000e-
005

8.2600e-
003

5.0000e-
005

8.3100e-
003

2.1900e-
003

5.0000e-
005

2.2400e-
003

0.0000

6.5767

1.7000e-
004

6.6321
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 24 of 41 ends

0.5423

0.0000

0.0000
Off-Road

3.7100e-
003

0.0252

0.0350

6.0000e-
005

1.3700e-
003

0.0000

4.9363

3.0000e-
004

0.0000

4.9437
Total

0.5460

0.0252

0.0350

6.0000e-
005

1.3700e-
003

0.0000

4.9363

3.0000e-
004

0.0000

4.9437
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
Vendor

0.0000

0.0000
Worker

2.3900e-
003

1.9000e-
003

0.0257

7.0000e-
005

8.2600e-
003

5.0000e-
005

8.3100e-
003

2.1900e-
003

5.0000e-
005

2.2400e-
003

0.0000

6.5767

1.7000e-
004

6.6321
Total

2.3900e-
003

1.9000e-
003

0.0257

7.0000e-
005

8.2600e-
003

5.0000e-
005

8.3100e-
003

2.1900e-
003

5.0000e-
005

2.2400e-
003

0.0000

6.5767

1.7000e-
004

6.6321
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 25 of 41 ends

3.7 Architectural Coating - 2024
ROG
NOx
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

0.2057

0.0000

0.0000
Off-Road

1.3300e-
003

8.9400e-
003

0.0133

2.0000e-
005

4.5000e-
004

0.0000

1.8724

1.1000e-
004

0.0000

1.8750
Total

0.2070

8.9400e-
003

0.0133

2.0000e-
005

4.5000e-
004

0.0000

1.8724

1.1000e-
004

0.0000

1.8750
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
Vendor

0.0000

0.0000
Worker

8.5000e-
004

6.4000e-
004

9.0600e-
003

3.0000e-
005

3.1300e-
003

2.0000e-
005

3.1500e-
003

8.3000e-
004

2.0000e-
005

8.5000e-
004

0.0000

2.4241

6.0000e-
005

2.4436
Total

8.5000e-
004

6.4000e-
004

9.0600e-
003

3.0000e-
005

3.1300e-
003

2.0000e-
005

3.1500e-
003

8.3000e-
004

2.0000e-
005

8.5000e-
004

0.0000

2.4241

6.0000e-
005

2.4436
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 26 of 41 ends

0.2057

0.0000

0.0000
Off-Road

1.3300e-
003

8.9400e-
003

0.0133

2.0000e-
005

4.5000e-
004

0.0000

1.8724

1.1000e-
004

0.0000

1.8750
Total

0.2070

8.9400e-
003

0.0133

2.0000e-
005

4.5000e-
004

0.0000

1.8724

1.1000e-
004

0.0000

1.8750
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
Vendor

0.0000

0.0000
Worker

8.5000e-
004

6.4000e-
004

9.0600e-
003

3.0000e-
005

3.1300e-
003

2.0000e-
005

3.1500e-
003

8.3000e-
004

2.0000e-
005

8.5000e-
004

0.0000

2.4241

6.0000e-
005

2.4436
Total

8.5000e-
004

6.4000e-
004

9.0600e-
003

3.0000e-
005

3.1300e-
003

2.0000e-
005

3.1500e-
003

8.3000e-
004

2.0000e-
005

8.5000e-
004

0.0000

2.4241

6.0000e-
005

2.4436
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 27 of 41 ends

4.0 Operational Detail - Mobile
ROG
NOx
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

0.0000

0.0000
Unmitigated

0.0000

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
Other Asphalt Surfaces

0.00 0.00

0.00 Parking Lot

0.00 0.00

0.00 Refrigerated Warehouse-No Rail

0.00 0.00

0.00 Unrefrigerated Warehouse-No Rail

0.00 0.00

0.00 Total

0.00 0.00

0.00 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
Other Asphalt Surfaces

0.00 0.00

0.00 0.00
0 0
0 Parking Lot

0.00 0.00

0.00 0.00
0 0
0 Refrigerated Warehouse-No
Rail

0.00 0.00

0.00 0.00
0 0
0 CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 28 of 41 ends

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
Unrefrigerated Warehouse-No
Rail

0.00 0.00

0.00 0.00
0 0
0 4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Other Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Parking Lot

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Refrigerated Warehouse-No Rail

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Unrefrigerated Warehouse-No
Rail

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352

5.0 Energy Detail

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 29 of 41 ends

ROG
NOx
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
Electricity
Unmitigated

0.0000

0.0000
NaturalGas
Mitigated

0.0000

0.0000
NaturalGas
Unmitigated

0.0000

0.0000
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 30 of 41 ends

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
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Total

0.0000

0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 31 of 41 ends

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Total

0.0000

0.0000
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 32 of 41 ends

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Total

0.0000

0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 33 of 41 ends

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
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Total

0.0000

0.0000
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 34 of 41 ends

ROG
NOx
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

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Unmitigated

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239

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

0.1452

0.0000

0.0000
Consumer
Products

1.1186

0.0000

0.0000
Landscaping

1.0600e-
003

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Total

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 35 of 41 ends

7.1 Mitigation Measures Water

7.0 Water Detail

0.1452

0.0000

0.0000
Consumer
Products

1.1186

0.0000

0.0000
Landscaping

1.0600e-
003

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Total

1.2649

1.0000e-
004

0.0115

0.0000

4.0000e-
005

0.0000

0.0224

6.0000e-
005

0.0000

0.0239
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 36 of 41 ends

Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated

0.0000

0.0000
Unmitigated

0.0000

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000
Parking Lot
0 / 0

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 / 0

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 / 0

0.0000

0.0000
Total

0.0000

0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 37 of 41 ends

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000
Parking Lot
0 / 0

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 / 0

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 / 0

0.0000

0.0000
Total

0.0000

0.0000
Mitigated

8.1 Mitigation Measures Waste

8.0 Waste Detail
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 38 of 41 ends

Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated

0.0000

0.0000
Unmitigated

0.0000

0.0000
Category/Year

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Total

0.0000

0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 39 of 41 ends

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000

0.0000

0.0000
Total

0.0000

0.0000
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
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 40 of 41 ends

11.0 Vegetation
Equipment Type
Number
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:14 PM

Page 41 of 41 ends

Cherry Avenue Warehouse Greenhouse Gas Analysis
14715-02 GHG Report

This page intentionally left blank
Cherry Avenue Warehouse Greenhouse Gas Analysis
14715-02 GHG Report

APPENDIX 3.2:

CALEEMOD EXISTING OPERATIONAL EMISSIONS MODEL OUTPUTS
Cherry Avenue Warehouse (Existing Operations)
Los Angeles-South Coast County, Annual
Project Characteristics -
Land Use -
Construction Phase - Operations run only
Off-road Equipment - Operations run only
Vehicle Trips - Trip characteristics based on information provided in the Traffic analysis Fleet Mix - Passenger Car Mix estimated based on the CalEEMod default fleet mix and the ratio of the vehicle classes (LDA, LDT1, LDT2, MDV, & MCY). Truck Mix based on information in the Traffic analysis

1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Unrefrigerated Warehouse-No Rail
308.00
1000sqft

7.07 308,000.00
0 User Defined Industrial
308.00
User Defined Unit

0.00 0.00
0 Other Asphalt Surfaces
308.84
1000sqft

7.09 308,835.00
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
2024
Operational Year
CO2 Intensity
(lb/MWhr)
390.98

0.033
CH4 Intensity
(lb/MWhr)

0.004
N2O Intensity
(lb/MWhr)
Table Name
Column Name
Default Value
New Value
tblConstructionPhase
NumDays

20.00 0.00
tblConstructionPhase
PhaseEndDate
2/10/2023
1/13/2023
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 1 of 22 ends

Cherry Avenue Warehouse (Existing Operations) - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

tblFleetMix
HHD

8.0790e-003

0.00 tblFleetMix
HHD

8.0790e-003

0.00 tblFleetMix
LDA

0.54 0.00
tblFleetMix
LDA

0.54 0.57
tblFleetMix
LDT1

0.06 0.00
tblFleetMix
LDT1

0.06 0.07
tblFleetMix
LDT2

0.19 0.00
tblFleetMix
LDT2

0.19 0.20
tblFleetMix
LHD1

0.02 0.79
tblFleetMix
LHD1

0.02 0.00
tblFleetMix
LHD2

6.2390e-003

0.21 tblFleetMix
LHD2

6.2390e-003

0.00 tblFleetMix
MCY

0.02 0.00
tblFleetMix
MCY

0.02 0.03
tblFleetMix
MDV

0.13 0.00
tblFleetMix
MDV

0.13 0.13
tblFleetMix
MH

3.3520e-003

0.00 tblFleetMix
MH

3.3520e-003

0.00 tblFleetMix
MHD

0.01 0.00
tblFleetMix
MHD

0.01 0.00
tblFleetMix
OBUS

9.2300e-004

0.00 tblFleetMix
OBUS

9.2300e-004

0.00 tblFleetMix
SBUS

7.0200e-004

0.00 tblFleetMix
SBUS

7.0200e-004

0.00 tblFleetMix
UBUS

6.0400e-004

0.00 tblFleetMix
UBUS

6.0400e-004

0.00 tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

2.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 2 of 22 ends

2.0 Emissions Summary
tblVehicleTrips
CW_TL

16.60 14.20
tblVehicleTrips
CW_TTP

0.00 100.00
tblVehicleTrips
PR_TP

0.00 100.00
tblVehicleTrips
ST_TR

0.00 1.1000e-003
tblVehicleTrips
ST_TR

1.74 0.03
tblVehicleTrips
SU_TR

0.00 5.0000e-004
tblVehicleTrips
SU_TR

1.74 0.01
tblVehicleTrips
WD_TR

0.00 0.01
tblVehicleTrips
WD_TR

1.74 0.36
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 3 of 22 ends

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
2023

0.0000

0.0000
Maximum

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
2023

0.0000

0.0000
Maximum

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
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 4 of 22 ends

Highest

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

1.2811

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245
Energy

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000
223.3389
223.3389

0.0179

2.4000e-
003
224.5022
Mobile

0.0522

0.0463

0.5649

1.2300e-
003

0.1369

8.5000e-
004

0.1377

0.0364

7.9000e-
004

0.0372

0.0000
112.5530
112.5530

6.3700e-
003

3.8300e-
003
113.8535
Waste

0.0000

58.7699

0.0000

58.7699

3.4732

0.0000
145.6001
Water

0.0000

22.5964
164.4739
187.0703

2.3348

0.0565
262.2711
Total

1.3347

0.0594

0.5876

1.3100e-
003

0.1369

1.8800e-
003

0.1388

0.0364

1.8200e-
003

0.0382

81.3664
500.3888
581.7551

5.8323

0.0627
746.2513
Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 5 of 22 ends

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

1.2811

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245
Energy

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000
223.3389
223.3389

0.0179

2.4000e-
003
224.5022
Mobile

0.0522

0.0463

0.5649

1.2300e-
003

0.1369

8.5000e-
004

0.1377

0.0364

7.9000e-
004

0.0372

0.0000
112.5530
112.5530

6.3700e-
003

3.8300e-
003
113.8535
Waste

0.0000

58.7699

0.0000

58.7699

3.4732

0.0000
145.6001
Water

0.0000

22.5964
164.4739
187.0703

2.3348

0.0565
262.2711
Total

1.3347

0.0594

0.5876

1.3100e-
003

0.1369

1.8800e-
003

0.1388

0.0364

1.8200e-
003

0.0382

81.3664
500.3888
581.7551

5.8323

0.0627
746.2513
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
1/15/2023
1/13/2023
5 0
ROG
NOx
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
Acres of Grading (Site Preparation Phase): 0
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 6 of 22 ends

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 8.00
247

0.40 Demolition
Excavators
0 8.00
158

0.38 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 0.00

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: 7.09
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 7 of 22 ends

3.2 Demolition - 2023
ROG
NOx
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
Total

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
Vendor

0.0000

0.0000
Worker

0.0000

0.0000
Total

0.0000

0.0000
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 8 of 22 ends

3.2 Demolition - 2023
ROG
NOx
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
Total

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
Vendor

0.0000

0.0000
Worker

0.0000

0.0000
Total

0.0000

0.0000
Mitigated Construction Off-Site

4.0 Operational Detail - Mobile
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 9 of 22 ends

ROG
NOx
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

0.0522

0.0463

0.5649

1.2300e-
003

0.1369

8.5000e-
004

0.1377

0.0364

7.9000e-
004

0.0372

0.0000
112.5530
112.5530

6.3700e-
003

3.8300e-
003
113.8535
Unmitigated

0.0522

0.0463

0.5649

1.2300e-
003

0.1369

8.5000e-
004

0.1377

0.0364

7.9000e-
004

0.0372

0.0000
112.5530
112.5530

6.3700e-
003

3.8300e-
003
113.8535

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
Other Asphalt Surfaces

0.00 0.00

0.00 User Defined Industrial

4.00 0.34

0.15 15,147
15,147
Unrefrigerated Warehouse-No Rail
111.99

9.83 3.94
351,252
351,252
Total
115.99

10.16 4.10
366,399
366,399
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
Other Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 User Defined Industrial

14.20 8.40

6.90 100.00

0.00 0.00
100
0 0
Unrefrigerated Warehouse-No
Rail

16.60 8.40

6.90 59.00

0.00 41.00
92 5
3 4.4 Fleet Mix
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 10 of 22 ends

Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Other Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
User Defined Industrial

0.000000

0.788400

0.211600

0.000000

0.000000
Unrefrigerated Warehouse-No
Rail

0.573300

0.067400

0.199000

0.134100

0.000000

0.026200

0.000000

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
209.2039
209.2039

0.0177

2.1400e-
003
210.2832
Electricity
Unmitigated

0.0000

0.0000
209.2039
209.2039

0.0177

2.1400e-
003
210.2832
NaturalGas
Mitigated

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000

14.1350

2.7000e-
004

2.6000e-
004

14.2190
NaturalGas
Unmitigated

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000

14.1350

2.7000e-
004

2.6000e-
004

14.2190

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 11 of 22 ends

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
264880

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000

14.1350

2.7000e-
004

2.6000e-
004

14.2190
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000

14.1350

2.7000e-
004

2.6000e-
004

14.2190
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 12 of 22 ends

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
264880

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000

14.1350

2.7000e-
004

2.6000e-
004

14.2190
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

1.4300e-
003

0.0130

0.0109

8.0000e-
005

9.9000e-
004

0.0000

14.1350

2.7000e-
004

2.6000e-
004

14.2190
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 13 of 22 ends

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail

1.17964e
+006
209.2039

0.0177

2.1400e-
003
210.2832
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total
209.2039

0.0177

2.1400e-
003
210.2832
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 14 of 22 ends

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
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail

1.17964e
+006
209.2039

0.0177

2.1400e-
003
210.2832
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total
209.2039

0.0177

2.1400e-
003
210.2832
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 15 of 22 ends

ROG
NOx
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

1.2811

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245
Unmitigated

1.2811

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245

0.1471

0.0000

0.0000
Consumer
Products

1.1329

0.0000

0.0000
Landscaping

1.0900e-
003

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245
Total

1.2811

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 16 of 22 ends

7.1 Mitigation Measures Water

7.0 Water Detail

0.1471

0.0000

0.0000
Consumer
Products

1.1329

0.0000

0.0000
Landscaping

1.0900e-
003

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245
Total

1.2811

1.1000e-
004

0.0118

0.0000

4.0000e-
005

0.0000

0.0230

6.0000e-
005

0.0000

0.0245
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 17 of 22 ends

Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated
187.0703

2.3348

0.0565
262.2711
Unmitigated
187.0703

2.3348

0.0565
262.2711

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail

71.225 / 0
187.0703

2.3348

0.0565
262.2711
User Defined
Industrial
0 / 0

0.0000

0.0000
Total
187.0703

2.3348

0.0565
262.2711
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 18 of 22 ends

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail

71.225 / 0
187.0703

2.3348

0.0565
262.2711
User Defined
Industrial
0 / 0

0.0000

0.0000
Total
187.0703

2.3348

0.0565
262.2711
Mitigated

8.1 Mitigation Measures Waste

8.0 Waste Detail
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 19 of 22 ends

Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated

58.7699

3.4732

0.0000
145.6001
Unmitigated

58.7699

3.4732

0.0000
145.6001
Category/Year

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
289.52

58.7699

3.4732

0.0000
145.6001
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

58.7699

3.4732

0.0000
145.6001
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 20 of 22 ends

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
289.52

58.7699

3.4732

0.0000
145.6001
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

58.7699

3.4732

0.0000
145.6001
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.2020.4.0
Date: 4/27/2022 1:16 PM

Page 21 of 22 ends

11.0 Vegetation
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:16 PM

Page 22 of 22 ends

Cherry Avenue Warehouse Greenhouse Gas Analysis
14715-02 GHG Report

This page intentionally left blank
Cherry Avenue Warehouse Greenhouse Gas Analysis
14715-02 GHG Report

APPENDIX 3.3:

CALEEMOD HIGH-CUBE FULFILLMENT (NON-SORT) (85%) OPERATIONAL EMISSIONS MODEL OUTPUTS Cherry Avenue Warehouse (High-Cube Fulfillment Operations) Los Angeles-South Coast County, Annual
Project Characteristics -
Land Use - Total Project area (without High-Cube Cold Storage) use is +/- 13.1 acres Construction Phase - Operations run only
Off-road Equipment - Operations run only
Vehicle Trips - Trip characteristics based on information provided in the Traffic analysis Fleet Mix - Passenger Car Mix estimated based on the CalEEMod default fleet mix and the ratio of the vehicle classes (LDA, LDT1, LDT2, MDV, & MCY). Truck Mix based on information in the Traffic analysis
Operational Off-Road Equipment - Based on SCAQMD High Cube Warehouse Truck Trip Study White Paper Summary of Busniess Survey Results (2014)

1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Unrefrigerated Warehouse-No Rail
258.38
1000sqft

5.93 258,376.00
0 User Defined Industrial
258.38
User Defined Unit

0.00 0.00
0 Parking Lot
338.00
Space

1.19 51,714.00
0 Other Asphalt Surfaces
261.15
1000sqft

6.00 261,149.00
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
2024
Operational Year
CO2 Intensity
(lb/MWhr)
390.98

0.033
CH4 Intensity
(lb/MWhr)

0.004
N2O Intensity
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 1 of 22 ends

Cherry Avenue Warehouse (High-Cube Fulfillment Operations) - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Table Name
Column Name
Default Value
New Value
tblConstructionPhase
NumDays

20.00 0.00
tblConstructionPhase
PhaseEndDate
2/10/2023
1/13/2023
tblFleetMix
HHD

8.0790e-003

0.00 tblFleetMix
HHD

8.0790e-003

0.63 tblFleetMix
LDA

0.54 0.57
tblFleetMix
LDA

0.54 0.00
tblFleetMix
LDT1

0.06 0.07
tblFleetMix
LDT1

0.06 0.00
tblFleetMix
LDT2

0.19 0.20
tblFleetMix
LDT2

0.19 0.00
tblFleetMix
LHD1

0.02 0.00
tblFleetMix
LHD1

0.02 0.13
tblFleetMix
LHD2

6.2390e-003

0.00 tblFleetMix
LHD2

6.2390e-003

0.04 tblFleetMix
MCY

0.02 0.03
tblFleetMix
MCY

0.02 0.00
tblFleetMix
MDV

0.13 0.13
tblFleetMix
MDV

0.13 0.00
tblFleetMix
MH

3.3520e-003

0.00 tblFleetMix
MH

3.3520e-003

0.00 tblFleetMix
MHD

0.01 0.00
tblFleetMix
MHD

0.01 0.20
tblFleetMix
OBUS

9.2300e-004

0.00 tblFleetMix
OBUS

9.2300e-004

0.00 tblFleetMix
SBUS

7.0200e-004

0.00 tblFleetMix
SBUS

7.0200e-004

0.00 tblFleetMix
UBUS

6.0400e-004

0.00 tblFleetMix
UBUS

6.0400e-004

0.00 CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 2 of 22 ends

2.0 Emissions Summary
tblLandUse
LandUseSquareFeet
135,200.00
51,714.00
tblLandUse
LotAcreage

3.04 1.19
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

2.00 0.00
tblOperationalOffRoadEquipment
OperDaysPerYear
260.00
365.00
tblOperationalOffRoadEquipment
OperFuelType
Diesel
CNG
tblOperationalOffRoadEquipment
OperHorsePower

97.00 200.00
tblOperationalOffRoadEquipment
OperHoursPerDay

8.00 4.00
tblOperationalOffRoadEquipment
OperLoadFactor

0.37 0.37
tblOperationalOffRoadEquipment
OperOffRoadEquipmentNumber

0.00 1.00
tblVehicleTrips
CW_TL

16.60 29.90
tblVehicleTrips
CW_TTP

0.00 100.00
tblVehicleTrips
PR_TP

0.00 100.00
tblVehicleTrips
ST_TR

1.74 0.14
tblVehicleTrips
ST_TR

0.00 0.02
tblVehicleTrips
SU_TR

1.74 0.06
tblVehicleTrips
SU_TR

0.00 8.1000e-003
tblVehicleTrips
WD_TR

1.74 1.58
tblVehicleTrips
WD_TR

0.00 0.23
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 3 of 22 ends

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
2023

0.0000

0.0000
Maximum

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
2023

0.0000

0.0000
Maximum

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
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 4 of 22 ends

Highest

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

1.0793

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295
Energy

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000
190.5652
190.5652

0.0153

2.0500e-
003
191.5576
Mobile

0.2060

1.2964

2.3313

9.9300e-
003

0.6849

0.0102

0.6951

0.1851

9.6300e-
003

0.1947

0.0000
949.4100
949.4100

0.0477

0.0945
978.7548
Offroad

0.0199

0.1769

0.1366

5.8000e-
004

6.4600e-
003

5.9500e-
003

0.0000

50.5637

0.0164

0.0000

50.9725
Waste

0.0000

49.3025

0.0000

49.3025

2.9137

0.0000
122.1447
Water

0.0000

18.9560
137.9765
156.9326

1.9586

0.0474
220.0182
Total

1.3064

1.4843

2.4912

0.0106

0.6849

0.0175

0.7024

0.1851

0.0165

0.2015

68.2585
1,328.543
1 1,396.801
6 4.9518

0.1439
1,563.477
3 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 5 of 22 ends

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

1.0793

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295
Energy

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000
190.5652
190.5652

0.0153

2.0500e-
003
191.5576
Mobile

0.2060

1.2964

2.3313

9.9300e-
003

0.6849

0.0102

0.6951

0.1851

9.6300e-
003

0.1947

0.0000
949.4100
949.4100

0.0477

0.0945
978.7548
Offroad

0.0199

0.1769

0.1366

5.8000e-
004

6.4600e-
003

5.9500e-
003

0.0000

50.5637

0.0164

0.0000

50.9725
Waste

0.0000

49.3025

0.0000

49.3025

2.9137

0.0000
122.1447
Water

0.0000

18.9560
137.9765
156.9326

1.9586

0.0474
220.0182
Total

1.3064

1.4843

2.4912

0.0106

0.6849

0.0175

0.7024

0.1851

0.0165

0.2015

68.2585
1,328.543
1 1,396.801
6 4.9518

0.1439
1,563.477
3 Mitigated Operational

0.00 0.00

0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 6 of 22 ends

0.38 Demolition
Rubber Tired Dozers
0 8.00
247

0.40 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 0.00

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 (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 7.19
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 7 of 22 ends

3.2 Demolition - 2023
ROG
NOx
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
Total

0.0000

0.0000
Vendor

0.0000

0.0000
Worker

0.0000

0.0000
Total

0.0000

0.0000
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 8 of 22 ends

3.2 Demolition - 2023
ROG
NOx
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
Total

0.0000

0.0000
Vendor

0.0000

0.0000
Worker

0.0000

0.0000
Total

0.0000

0.0000
Mitigated Construction Off-Site

4.0 Operational Detail - Mobile
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 9 of 22 ends

ROG
NOx
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

0.2060

1.2964

2.3313

9.9300e-
003

0.6849

0.0102

0.6951

0.1851

9.6300e-
003

0.1947

0.0000
949.4100
949.4100

0.0477

0.0945
978.7548
Unmitigated

0.2060

1.2964

2.3313

9.9300e-
003

0.6849

0.0102

0.6951

0.1851

9.6300e-
003

0.1947

0.0000
949.4100
949.4100

0.0477

0.0945
978.7548

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
Other Asphalt Surfaces

0.00 0.00

0.00 Parking Lot

0.00 0.00

0.00 Unrefrigerated Warehouse-No Rail
408.00

35.79 14.31
1,279,658
1,279,658
User Defined Industrial

59.99 5.27

2.09 477,850
477,850
Total
468.00

41.06 16.41
1,757,508
1,757,508
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
Other Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 Parking Lot

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 Unrefrigerated Warehouse-No
Rail

16.60 8.40

6.90 59.00

0.00 41.00
92 5
3 User Defined Industrial

29.90 8.40

6.90 100.00

0.00 0.00
100
0 0
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 10 of 22 ends

4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Other Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Parking Lot

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Unrefrigerated Warehouse-No
Rail

0.573300

0.067400

0.199000

0.134100

0.000000

0.026200

0.000000

0.000000
User Defined Industrial

0.000000

0.131400

0.035300

0.200000

0.633300

0.000000

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
178.7076
178.7076

0.0151

1.8300e-
003
179.6295
Electricity
Unmitigated

0.0000

0.0000
178.7076
178.7076

0.0151

1.8300e-
003
179.6295
NaturalGas
Mitigated

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000

11.8576

2.3000e-
004

2.2000e-
004

11.9281
NaturalGas
Unmitigated

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000

11.8576

2.3000e-
004

2.2000e-
004

11.9281

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 11 of 22 ends

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
222203

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000

11.8576

2.3000e-
004

2.2000e-
004

11.9281
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000

11.8576

2.3000e-
004

2.2000e-
004

11.9281
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 12 of 22 ends

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
222203

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000

11.8576

2.3000e-
004

2.2000e-
004

11.9281
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

1.2000e-
003

0.0109

9.1500e-
003

7.0000e-
005

8.3000e-
004

0.0000

11.8576

2.3000e-
004

2.2000e-
004

11.9281
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 13 of 22 ends

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
18099.9

3.2099

2.7000e-
004

3.0000e-
005

3.2265
Unrefrigerated
Warehouse-No
Rail
989580
175.4976

0.0148

1.8000e-
003
176.4030
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total
178.7076

0.0151

1.8300e-
003
179.6295
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 14 of 22 ends

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
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
18099.9

3.2099

2.7000e-
004

3.0000e-
005

3.2265
Unrefrigerated
Warehouse-No
Rail
989580
175.4976

0.0148

1.8000e-
003
176.4030
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total
178.7076

0.0151

1.8300e-
003
179.6295
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 15 of 22 ends

ROG
NOx
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

1.0793

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295
Unmitigated

1.0793

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295

0.1241

0.0000

0.0000
Consumer
Products

0.9539

0.0000

0.0000
Landscaping

1.3100e-
003

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295
Total

1.0793

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 16 of 22 ends

7.1 Mitigation Measures Water

7.0 Water Detail

0.1241

0.0000

0.0000
Consumer
Products

0.9539

0.0000

0.0000
Landscaping

1.3100e-
003

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295
Total

1.0793

1.3000e-
004

0.0142

0.0000

5.0000e-
005

0.0000

0.0277

7.0000e-
005

0.0000

0.0295
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 17 of 22 ends

Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated
156.9326

1.9586

0.0474
220.0182
Unmitigated
156.9326

1.9586

0.0474
220.0182

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000
Parking Lot
0 / 0

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail

59.7504 /
0 156.9326

1.9586

0.0474
220.0182
User Defined
Industrial
0 / 0

0.0000

0.0000
Total
156.9326

1.9586

0.0474
220.0182
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 18 of 22 ends

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000
Parking Lot
0 / 0

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail

59.7504 /
0 156.9326

1.9586

0.0474
220.0182
User Defined
Industrial
0 / 0

0.0000

0.0000
Total
156.9326

1.9586

0.0474
220.0182
Mitigated

8.1 Mitigation Measures Waste

8.0 Waste Detail
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 19 of 22 ends

Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated

49.3025

2.9137

0.0000
122.1447
Unmitigated

49.3025

2.9137

0.0000
122.1447
Category/Year

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
242.88

49.3025

2.9137

0.0000
122.1447
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

49.3025

2.9137

0.0000
122.1447
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 20 of 22 ends

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000
Unrefrigerated
Warehouse-No
Rail
242.88

49.3025

2.9137

0.0000
122.1447
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

49.3025

2.9137

0.0000
122.1447
Mitigated

9.0 Operational Offroad
Equipment Type
Number
Hours/Day
Days/Year
Horse Power
Load Factor
Fuel Type
Tractors/Loaders/Backhoes
1 4.00
365
200

0.37 CNG
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:03 PM

Page 21 of 22 ends

11.0 Vegetation
ROG
NOx
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
Equipment Type
tons/yr
MT/yr
Tractors/Loaders/
Backhoes

0.0199

0.1769

0.1366

5.8000e-
004

6.4600e-
003

5.9500e-
003

0.0000

50.5637

0.0164

0.0000

50.9725
Total

0.0199

0.1769

0.1366

5.8000e-
004

6.4600e-
003

5.9500e-
003

0.0000

50.5637

0.0164

0.0000

50.9725
UnMitigated/Mitigated

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.2020.4.0
Date: 4/27/2022 1:03 PM

Page 22 of 22 ends

Cherry Avenue Warehouse Greenhouse Gas Analysis
14715-02 GHG Report

This page intentionally left blank
Cherry Avenue Warehouse Greenhouse Gas Analysis
14715-02 GHG Report

APPENDIX 3.4:

CALEEMOD HIGH-CUBE COLD STORAGE (15%) OPERATIONAL EMISSIONS MODEL OUTPUTS Cherry Avenue Warehouse (High-Cube Cold Storage Operations) Los Angeles-South Coast County, Annual
Project Characteristics -
Land Use -
Construction Phase - Operations run only
Off-road Equipment - Operations run only
Vehicle Trips - Trip characteristics based on information provided in the Traffic analysis Fleet Mix - Passenger Car Mix estimated based on the CalEEMod default fleet mix and the ratio of the vehicle classes (LDA, LDT1, LDT2, MDV, & MCY). Truck Mix based on information in the Traffic analysis

1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Refrigerated Warehouse-No Rail

45.60 1000sqft

1.05 45,596.00
0 User Defined Industrial

45.60 User Defined Unit

0.00 0.00
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
2024
Operational Year
CO2 Intensity
(lb/MWhr)
390.98

0.033
CH4 Intensity
(lb/MWhr)

0.004
N2O Intensity
(lb/MWhr)
Table Name
Column Name
Default Value
New Value
tblConstructionPhase
NumDays

20.00 0.00
tblConstructionPhase
PhaseEndDate
2/10/2023
1/13/2023
tblFleetMix
HHD

8.0790e-003

0.00 CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 1 of 19 ends

Cherry Avenue Warehouse (High-Cube Cold Storage Operations) - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

tblFleetMix
HHD

8.0790e-003

0.59 tblFleetMix
LDA

0.54 0.57
tblFleetMix
LDA

0.54 0.00
tblFleetMix
LDT1

0.06 0.07
tblFleetMix
LDT1

0.06 0.00
tblFleetMix
LDT2

0.19 0.20
tblFleetMix
LDT2

0.19 0.00
tblFleetMix
LHD1

0.02 0.00
tblFleetMix
LHD1

0.02 0.26
tblFleetMix
LHD2

6.2390e-003

0.00 tblFleetMix
LHD2

6.2390e-003

0.07 tblFleetMix
MCY

0.02 0.03
tblFleetMix
MCY

0.02 0.00
tblFleetMix
MDV

0.13 0.13
tblFleetMix
MDV

0.13 0.00
tblFleetMix
MH

3.3520e-003

0.00 tblFleetMix
MH

3.3520e-003

0.00 tblFleetMix
MHD

0.01 0.00
tblFleetMix
MHD

0.01 0.09
tblFleetMix
OBUS

9.2300e-004

0.00 tblFleetMix
OBUS

9.2300e-004

0.00 tblFleetMix
SBUS

7.0200e-004

0.00 tblFleetMix
SBUS

7.0200e-004

0.00 tblFleetMix
UBUS

6.0400e-004

0.00 tblFleetMix
UBUS

6.0400e-004

0.00 tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 0.00
tblVehicleTrips
CW_TL

16.60 29.90
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 2 of 19 ends

2.0 Emissions Summary
tblVehicleTrips
CW_TTP

0.00 100.00
tblVehicleTrips
PR_TP

0.00 100.00
tblVehicleTrips
ST_TR

2.12 0.12
tblVehicleTrips
ST_TR

0.00 0.07
tblVehicleTrips
SU_TR

2.12 0.05
tblVehicleTrips
SU_TR

0.00 0.03
tblVehicleTrips
WD_TR

2.12 1.36
tblVehicleTrips
WD_TR

0.00 0.75
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 3 of 19 ends

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
2023

0.0000

0.0000
Maximum

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
2023

0.0000

0.0000
Maximum

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
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 4 of 19 ends

Highest

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

0.1860

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003
Energy

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000
137.6030
137.6030

0.0115

1.4300e-
003
138.3149
Mobile

0.0409

0.6259

0.4864

3.7300e-
003

0.1891

4.5000e-
003

0.1936

0.0519

4.2900e-
003

0.0562

0.0000
361.9621
361.9621

0.0167

0.0441
375.5099
Waste

0.0000

8.7002

0.0000

8.7002

0.5142

0.0000

21.5544
Water

0.0000

3.3454

24.3507

27.6961

0.3457

8.3600e-
003

38.8298
Total

0.2271

0.6282

0.4895

3.7400e-
003

0.1891

4.6700e-
003

0.1937

0.0519

4.4600e-
003

0.0563

12.0456
523.9181
535.9637

0.8880

0.0539
574.2113
Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 5 of 19 ends

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

0.1860

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003
Energy

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000
137.6030
137.6030

0.0115

1.4300e-
003
138.3149
Mobile

0.0409

0.6259

0.4864

3.7300e-
003

0.1891

4.5000e-
003

0.1936

0.0519

4.2900e-
003

0.0562

0.0000
361.9621
361.9621

0.0167

0.0441
375.5099
Waste

0.0000

8.7002

0.0000

8.7002

0.5142

0.0000

21.5544
Water

0.0000

3.3454

24.3507

27.6961

0.3457

8.3600e-
003

38.8298
Total

0.2271

0.6282

0.4895

3.7400e-
003

0.1891

4.6700e-
003

0.1937

0.0519

4.4600e-
003

0.0563

12.0456
523.9181
535.9637

0.8880

0.0539
574.2113
Mitigated Operational

0.00 0.00

0.00 0.00
Acres of Grading (Site Preparation Phase): 0
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 6 of 19 ends

0.40 Demolition
Tractors/Loaders/Backhoes
0 8.00
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 0.00

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.2020.4.0
Date: 4/27/2022 1:09 PM

Page 7 of 19 ends

3.2 Demolition - 2023
ROG
NOx
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
Total

0.0000

0.0000
Vendor

0.0000

0.0000
Worker

0.0000

0.0000
Total

0.0000

0.0000
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 8 of 19 ends

3.2 Demolition - 2023
ROG
NOx
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
Total

0.0000

0.0000
Vendor

0.0000

0.0000
Worker

0.0000

0.0000
Total

0.0000

0.0000
Mitigated Construction Off-Site

4.0 Operational Detail - Mobile
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 9 of 19 ends

ROG
NOx
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

0.0409

0.6259

0.4864

3.7300e-
003

0.1891

4.5000e-
003

0.1936

0.0519

4.2900e-
003

0.0562

0.0000
361.9621
361.9621

0.0167

0.0441
375.5099
Unmitigated

0.0409

0.6259

0.4864

3.7300e-
003

0.1891

4.5000e-
003

0.1936

0.0519

4.2900e-
003

0.0562

0.0000
361.9621
361.9621

0.0167

0.0441
375.5099

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
Refrigerated Warehouse-No Rail

62.00 5.44

2.17 194,462
194,462
User Defined Industrial

34.00 2.98

1.19 270,817
270,817
Total

96.00 8.42

3.37 465,279
465,279
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
Refrigerated Warehouse-No
Rail

16.60 8.40

6.90 59.00

0.00 41.00
92 5
3 User Defined Industrial

29.90 8.40

6.90 100.00

0.00 0.00
100
0 0

4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Refrigerated Warehouse-No Rail

0.573300

0.067400

0.199000

0.134100

0.000000

0.026200

0.000000

0.000000
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 10 of 19 ends

User Defined Industrial

0.000000

0.255100

0.068500

0.088200

0.588200

0.000000

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
135.1212
135.1212

0.0114

1.3800e-
003
135.8183
Electricity
Unmitigated

0.0000

0.0000
135.1212
135.1212

0.0114

1.3800e-
003
135.8183
NaturalGas
Mitigated

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000

2.4818

5.0000e-
005

2.4966
NaturalGas
Unmitigated

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000

2.4818

5.0000e-
005

2.4966

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 11 of 19 ends

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000

2.4818

5.0000e-
005

2.4966
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000

2.4818

5.0000e-
005

2.4966
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
Refrigerated
Warehouse-No
Rail
46507.9

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000

2.4818

5.0000e-
005

2.4966
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

2.5000e-
004

2.2800e-
003

1.9200e-
003

1.0000e-
005

1.7000e-
004

0.0000

2.4818

5.0000e-
005

2.4966
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 12 of 19 ends

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Refrigerated
Warehouse-No
Rail
761909
135.1212

0.0114

1.3800e-
003
135.8183
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total
135.1212

0.0114

1.3800e-
003
135.8183
Unmitigated
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Refrigerated
Warehouse-No
Rail
761909
135.1212

0.0114

1.3800e-
003
135.8183
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total
135.1212

0.0114

1.3800e-
003
135.8183
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 13 of 19 ends

6.1 Mitigation Measures Area
ROG
NOx
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

0.1860

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003
Unmitigated

0.1860

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003

0.0211

0.0000

0.0000
Consumer
Products

0.1648

0.0000

0.0000
Landscaping

1.1000e-
004

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003
Total

0.1860

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 14 of 19 ends

7.1 Mitigation Measures Water

7.0 Water Detail

0.0211

0.0000

0.0000
Consumer
Products

0.1648

0.0000

0.0000
Landscaping

1.1000e-
004

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003
Total

0.1860

1.0000e-
005

1.1600e-
003

0.0000

2.2600e-
003

1.0000e-
005

0.0000

2.4100e-
003
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 15 of 19 ends

Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated

27.6961

0.3457

8.3600e-
003

38.8298
Unmitigated

27.6961

0.3457

8.3600e-
003

38.8298

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Refrigerated
Warehouse-No
Rail

10.545 / 0

27.6961

0.3457

8.3600e-
003

38.8298
User Defined
Industrial
0 / 0

0.0000

0.0000
Total

27.6961

0.3457

8.3600e-
003

38.8298
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 16 of 19 ends

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Refrigerated
Warehouse-No
Rail

10.545 / 0

27.6961

0.3457

8.3600e-
003

38.8298
User Defined
Industrial
0 / 0

0.0000

0.0000
Total

27.6961

0.3457

8.3600e-
003

38.8298
Mitigated

8.1 Mitigation Measures Waste

8.0 Waste Detail
Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated

8.7002

0.5142

0.0000

21.5544
Unmitigated

8.7002

0.5142

0.0000

21.5544
Category/Year
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 17 of 19 ends

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Refrigerated
Warehouse-No
Rail

42.86 8.7002

0.5142

0.0000

21.5544
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

8.7002

0.5142

0.0000

21.5544
Unmitigated
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Refrigerated
Warehouse-No
Rail

42.86 8.7002

0.5142

0.0000

21.5544
User Defined
Industrial
0 0.0000

0.0000

0.0000
Total

8.7002

0.5142

0.0000

21.5544
Mitigated

9.0 Operational Offroad
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/27/2022 1:09 PM

Page 18 of 19 ends

11.0 Vegetation
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.2020.4.0
Date: 4/27/2022 1:09 PM

Page 19 of 19 ends

Cherry Avenue Warehouse Greenhouse Gas Analysis
14715-02 GHG Report

This page intentionally left blank
14715-02 TG Memo.docx
March 30, 2022
Mr. Yemi Alade
Link Logistics Real Estate
3333 Michelson Drive, Suite 725
Irvine, CA 92612

CHERRY AVENUE WAREHOUSE TRA FFIC ASSESSMENT
This letter has been prepared to document the findings for the Traffic Assessment for the proposed Cherry Avenue Warehouse development (Project) located at 5900 Cherry Avenue in the City of Long Beach. It is our understanding that the Project is to consist of a 303,972 square foot speculative warehouse building. It should be noted that this traffic assessment has been prepared in accordance with the City of Long Beach ’s Traffic Impact Analysis Guidelines (City Guidelines) (June 2020).

PROPOSED PROJECT
The preliminary site plan for the proposed Project is shown on Exhibit 1. The proposed Project is to consist of a single 303,972 square foot speculative warehouse building. For the purposes of this assessment, the Project will be evaluated assuming 15% cold storage and 85% high -cube fulfillment (non-sort) use. Access to the Project site will be provided via two proposed driveways along Cherry Avenue. Both driveways will serve passenger cars, however, only the southern driveway will serve trucks.

Attachment J
Mr. Yemi Alade
Link Logistics Real Estate
March 30, 2022

Page 2 of 8 ends

14715-02 TG Memo.docx
EXHIBIT 1: PRELIMINARY SITE PLAN

TRIP GENERATION ASSESSMENT

EXISTING USE
It is our understanding that overall operations on the existing site have remained the same as compared to the past, however, there has been a reduction in the number of employees (from 100 employees down to 20 employees). As the site has uses still in operation, traffic counts were conducted for the existing driveways over 2 consecutive weekdays. Traffic counts were collected at the driveways on March 15 and 16, 2022. A summary of the count data collected over the 2 days is provided in Attachment A. Table A-1 in Attachment A provides a detailed summary of the counts collected on each day for all driveway locations. Table A-1 in Attachment A also provides the average trip generation for the site based on an average of the 2-day trip generation.

Based on the driveway counts, the trip generation for the existing use is summarized on Table 1.

As shown in Table 1, the existing site currently generates 116 two-way daily trips with 14 AM peak hour trips and 13 PM peak hour trips (note this is with reduced employees with the facility operating at approximately 80% below capacity). Table 1 also shows the passenger car equivalent (PCE) trip generation.

Mr. Yemi Alade
Link Logistics Real Estate
March 30, 2022

Page 3 of 8 ends

14715-02 TG Memo.docx
PCE factors were applied to the trip generation rates for heavy trucks (large 2 -axles, 3-axles, 4+- axles). PCEs allow the typical “real -world” mix of vehicle types to be represented as a single, standardized unit, such as the passenger car, to be used for the purposes of capacity and level of service analyses. A PCE factor of 2.0 has been applied for heavy trucks consistent with the City’s Guidelines. The existing site currently generates 120 two-way PCE daily trips with 16 PCE AM peak hour trips and 13 PCE PM peak hour trips.

TABLE 1: EXISTING TRIP GENERATION SUMMARY

PROPOSED PROJECT
Trip generation rates for the existing use are shown on Table 2. The trip generation rates used for this analysis is based upon information collected by the Institute of Transportation Engineers (ITE) as provided in their Trip Generation M anual (11th Edition, 2021). For purposes of the trip generation assessment, the following ITE land use codes and vehicle mixes have been utilized for the proposed Project (see Table 2):
• High-Cube Fulfillment Center Warehouse (ITE Land Use Code 155) has been used to derive site specific trip generation estimates for up to 258,376 square feet of the proposed Project (or 85% of the overall building square footage). The ITE Trip Generation Manual has trip generation rates for high-cube fulfillment center use for both non -sort and sort facilities (ITE land use code 155). As defined by ITE, a high-cube warehouse is a building that typically has at least 200,000 gross square feet of floor area, has a ceiling height of 24 feet or more, and is used primarily for the storage and/or consolidation of manufactured goods (and to a lesser extent, raw materials) prior to their distribution to retail locations or other warehouses. A typical high-cube warehouse has a high level of on -site automation and logistics management. The automation and logistics enable highly efficient processing of goods through the high -cube warehouse. The ITE Trip Generation Manual has two subcategories for the High-Cube Fulfillment Center use: sort and non-sort. ITE describes a sort facility as a fulfillment center that ships out smaller items, requiring extensive sorting, typically by manual means. In comparison, a non -sort facility is a fulfillment center that ships large box items that are processed primarily with automation rather than through manual means. Some limited assembly and repackaging may occur within the facility. Given this description, a non -sort facility has been assumed for the purposes of calculating trip generation for the proposed Project.

The proposed site plan layout does not support the parking required for a sort facility tenant. The Land Use In Out Total In Out Total
Existing Use
Passenger Cars 9 3 12 1 12 13 112
Trucks (Actual Vehicles) 1 1 2 0 0 0 4
Trucks (PCE = 2.0) 2 2 4 0 0 0 8
Total (Actual Vehicles) 10 4 14 1 12 13 116
Total (PCE) 11 5 16 1 12 13 120
Daily
PM Peak HourAM Peak Hour
Mr. Yemi Alade
Link Logistics Real Estate
March 30, 2022

Page 4 of 8 ends

14715-02 TG Memo.docx
vehicle mix (passenger cars versus trucks) has been obtained from the ITE’s Trip Generation Manual.
• ITE land use code 157 (High -Cube Cold Storage Warehouse) has been used to derive site specific trip generation estimates for up to 45,596 square feet (15% of the light industrial area). High-cube cold storage warehouses include warehouses characterized by the storage and/or consolidation of manufactured goods (and to a lesser extent, raw materials) prior to their distribution to retail locations or other warehouses. High -cube cold storage warehouses are facilities typifie d by temperature-controlled environments for frozen food or other perishable products. The High - Cube Cold Storage Warehouse vehicle mix (passenger cars versus trucks) has been obtained from the ITE’s Trip Generation Manual.

TABLE 2: TRIP GENERATION RATES

The trip generation summary illustrating daily, and peak hour trip generation estimates for the proposed Project are shown on Table 3 for the proposed Project . As shown on Table 3 , the Project is anticipated to generate 564 two -way trips per day with 44 AM peak hour trips and 47 PM peak hour trips.

ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
High-Cube Fulfillment Center (Non-Sort)3 TSF 155 0.122 0.028 0.150 0.062 0.098 0.160 1.810 Passenger Cars 0.105 0.025 0.130 0.059 0.091 0.150 1.580 Trucks 0.010 0.010 0.020 0.005 0.005 0.010 0.230
High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120 Passenger Cars 0.062 0.018 0.080 0.025 0.065 0.090 1.370 Trucks 0.009 0.021 0.030 0.015 0.015 0.030 0.750
1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual , Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.

Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.

Normalized % - With Cold Storage: 34.7% 2-Axle trucks, 11.0% 3-Axle trucks, 54.3% 4-Axle trucks.

Daily
Mr. Yemi Alade
Link Logistics Real Estate
March 30, 2022

Page 5 of 8 ends

14715-02 TG Memo.docx
TABLE 3: PROJECT TRIP GENERATION SUMMARY

TRIP GENERATION COMPARISON
Table 4 shows the trip generation comparison and the resulting net change in trips between the existing use and the proposed Project. As shown on Table 4, the proposed Project would result in a net increase of 484 two -way trips per day (actual vehicles) and net increase of 35 PCE AM peak hour trips and 38 PCE PM peak hour trips. Daily traffic volumes utilized by other technical studies is based on actual vehicles while peak hour intersection operations analysis uses the PCE volume. As such, the trip generation comparison has also used actual vehicles for daily trips and PCE vehicles for the peak hours.

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High-Cube Fulfillment (Non-Sort) (85%) 258.376 TSF
Passenger Cars: 27 6 33 15 24 39 408
Total Truck Trips (Actual Vehicles): 3 3 6 1 1 2 60
High-Cube Cold Storage (15%) 45.596 TSF
Passenger Cars: 3 1 4 1 3 4 62
Total Truck Trips (Actual Vehicles): 0 1 1 1 1 2 34
Total Passenger Cars 30 7 37 16 27 43 470
Total Trucks 3 4 7 2 2 4 94
Total Project Trips (Actual Vehicles)2 33 11 44 18 29 47 564 Passenger Car Equivalent (PCE):

High-Cube Fulfillment (Non-Sort) (85%) 258.376 TSF
Passenger Cars: 27 6 33 15 24 39 408
Total Truck Trips (PCE = 2.0): 6 6 12 2 2 4 120
High-Cube Cold Storage (15%) 45.596 TSF
Passenger Cars: 3 1 4 1 3 4 62
Total Truck Trips (PCE = 2.0): 0 2 2 2 2 4 68
Total Passenger Cars 30 7 37 16 27 43 470
Total Trucks 6 8 14 4 4 8 188
Total Project Trips (PCE)2 36 15 51 20 31 51 658
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.

AM Peak Hour PM Peak Hour
Mr. Yemi Alade
Link Logistics Real Estate
March 30, 2022

Page 6 of 8 ends

14715-02 TG Memo.docx
TABLE 4: TRIP GENERATION COMPARISON

TRUCK ACCESS
Trucks are anticipated to access Cherry Avenue via the southerly driveway . Exhibit 2 illustrates the truck access and identifies modifications that are needed to accommodate the wide turning radius of heavy trucks. A WB -67 truck (53-foot trailer) has been utilized for the purposes of this assessment. As shown on Exhibit 2, the following curb radius change is necessary in order to accommodate the ingress and egress of heavy trucks:
• Modify the northeast corner of the southerly driveway to accommodate a 30-foot curb radius to accommodate heavy truck turns.

AM Peak Hour PM Peak Hour
Land Use In Out Total In Out Total
Existing Use
Passenger Cars 9 3 12 1 12 13 112
Trucks (PCE) 2 2 4 0 0 0 8
Total (PCE) 11 5 16 1 12 13 120
Proposed Project
Passenger Cars 30 7 37 16 27 43 470
Trucks (PCE) 6 8 14 4 4 8 188
Total (PCE) 36 15 51 20 31 51 658
Variance
Passenger Cars 21 4 25 15 15 30 358
Trucks (PCE) 4 6 10 4 4 8 180
Total (PCE) 25 10 35 19 19 38 538
Daily
Mr. Yemi Alade
Link Logistics Real Estate
March 30, 2022

Page 7 of 8 ends

14715-02 TG Memo.docx
EXHIBIT 2: TRUCK ACCESS

Mr. Yemi Alade
Link Logistics Real Estate
March 30, 2022

Page 8 of 8 ends

14715-02 TG Memo.docx

RECOMMENDATION
The traffic impact study area is to be defined in conformance with the requirements of the City’s Guidelines, which states:
• The City of Long Beach has historically established a screening threshold of 50 peak our trips for requiring a traffic study. For most land use types, approximately 10 percent of daily trips occur during the busiest peak hour. Therefore, a project generating fewer than 50 peak hour trips would generate approximately 500 average daily trips (ADT). Greenhouse gas (GHG) emissions resulting from this level of vehicle traffic would be less than comparable GHG emissions thresholds.

Therefore, this threshold of 500 ADT is being retained to screen small projects.

Based on this criterion, the Project is anticipated to generate fewer than 500 net new daily trips and fewer than 50 net new peak hour trips. The analysis is conservative in that the credit taken for the existing use is based on the currently reduced capacity. As such, additional traffic analysis beyond this trip generation assessment does not appear to be necessary.

If you have any questions or comments, I can be reached at (949) 861-0177.

Respectfully submitted,

URBAN CROSSROADS, INC.

Charlene So, PE
Principal

14715-02 TG Memo.docx

ATTACHMENT A: DRIVEWAY COUNT DATA
Table A‐1
Land U s e I nO u t T o t a l I nO u t T o t a lD a i l y Day 1: March 15, 2022
Passenger Cars: 10 4 14 2 15 17 123
2‐axle Trucks: 112000 8
3‐axle Trucks: 000000 0
4+‐axle Trucks: 000000 0
Total Truck Trips: 112000 8
Total Trips1 11 5 16 2 15 17 131
Day 2: March 16, 2022
Passenger Cars: 729099 9 8
2‐axle Trucks: 000000 0
3‐axle Trucks: 000000 0
4+‐axle Trucks: 000000 0
Total Truck Trips: 000000 0
Total Trips1 729099 9 8
Average Weekday
Passenger Cars: 9 3 12 1 12 13 112
2‐axle Trucks: 112000 4
3‐axle Trucks: 000000 0
4+‐axle Trucks: 000000 0
Total Truck Trips: 112000 4
Total Trips1 10 4 14 1 12 13 116
1 Total Trips = Passenger Cars + Truck Trips.

AM Peak Hour PM Peak Hour
Summary of Weekday Peak Hour Driveway Counts

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0 : 0 0 00000 0 : 0 0 00000
0 : 1 5 00000 0 : 1 5 00000
0 : 3 0 00000 0 : 3 0 00000
0 : 4 5 00000 0 : 4 5 00000
1 : 0 0 00000 1 : 0 0 00000
1 : 1 5 00000 1 : 1 5 00000
1 : 3 0 00000 1 : 3 0 00000
1 : 4 5 00000 1 : 4 5 00000
2 : 0 0 00000 2 : 0 0 00000
2 : 1 5 00000 2 : 1 5 00000
2 : 3 0 00000 2 : 3 0 00000
2 : 4 5 00000 2 : 4 5 00000
3 : 0 0 00000 3 : 0 0 00000
3 : 1 5 00000 3 : 1 5 00000
3 : 3 0 00000 3 : 3 0 00000
3 : 4 5 00000 3 : 4 5 00000
4 : 0 0 00000 4 : 0 0 00000
4 : 1 5 00000 4 : 1 5 00000
4 : 3 0 00000 4 : 3 0 00000
4 : 4 5 10001 4 : 4 5 00000
5 : 0 0 00000 5 : 0 0 00000
5 : 1 5 10001 5 : 1 5 00000
5 : 3 0 10001 5 : 3 0 00000
5 : 4 5 50005 5 : 4 5 30003
6 : 0 0 50005 6 : 0 0 10001
6 : 1 5 40004 6 : 1 5 10001
6 : 3 0 10001 6 : 3 0 10001
6 : 4 5 10001 6 : 4 5 00000
7 : 0 0 10001 7 : 0 0 10001
7 : 1 5 40004 7 : 1 5 00000
7 : 3 0 10001 7 : 3 0 00000
7 : 4 5 40004 7 : 4 5 00000
8 : 0 0 11002 8 : 0 0 11002
8 : 1 5 10001 8 : 1 5 00000
8 : 3 0 40004 8 : 3 0 30003
8 : 4 5 00000 8 : 4 5 00000
9 : 0 0 10001 9 : 0 0 00000
9 : 1 5 00000 9 : 1 5 10001
9 : 3 0 00000 9 : 3 0 30003
9 : 4 5 10001 9 : 4 5 30003
1 0 : 0 0 00000 1 0 : 0 0 10001
1 0 : 1 5 00000 1 0 : 1 5 00000
1 0 : 3 0 10001 1 0 : 3 0 00000
1 0 : 4 5 00000 1 0 : 4 5 00000
1 1 : 0 0 10001 1 1 : 0 0 00000
1 1 : 1 5 00000 1 1 : 1 5 20002
1 1 : 3 0 00000 1 1 : 3 0 10001
1 1 : 4 5 30003 1 1 : 4 5 00000
1 2 : 0 0 01001 1 2 : 0 0 20002
1 2 : 1 5 01001 1 2 : 1 5 12003
1 2 : 3 0 60006 1 2 : 3 0 40004
1 2 : 4 5 00000 1 2 : 4 5 00000
1 3 : 0 0 00000 1 3 : 0 0 10001
1 3 : 1 5 20002 1 3 : 1 5 00000
1 3 : 3 0 10001 1 3 : 3 0 00000
1 3 : 4 5 20002 1 3 : 4 5 00000
1 4 : 0 0 00000 1 4 : 0 0 00000
1 4 : 1 5 01001 1 4 : 1 5 00000
1 4 : 3 0 00000 1 4 : 3 0 01001
1 4 : 4 5 10001 1 4 : 4 5 00000
1 5 : 0 0 00000 1 5 : 0 0 00000
1 5 : 1 5 00000 1 5 : 1 5 10001
1 5 : 3 0 10001 1 5 : 3 0 00000
1 5 : 4 5 10001 1 5 : 4 5 10001
1 6 : 0 0 00000 1 6 : 0 0 1 0 000 1 0
1 6 : 1 5 10001 1 6 : 1 5 20002
1 6 : 3 0 00000 1 6 : 3 0 10001
1 6 : 4 5 10001 1 6 : 4 5 20002
1 7 : 0 0 00000 1 7 : 0 0 10001
1 7 : 1 5 00000 1 7 : 1 5 10001
1 7 : 3 0 10001 1 7 : 3 0 10001
1 7 : 4 5 00000 1 7 : 4 5 00000
1 8 : 0 0 00000 1 8 : 0 0 00000
1 8 : 1 5 10001 1 8 : 1 5 00000
1 8 : 3 0 00000 1 8 : 3 0 10001
1 8 : 4 5 00000 1 8 : 4 5 00000
1 9 : 0 0 00000 1 9 : 0 0 10001
1 9 : 1 5 00000 1 9 : 1 5 10001
1 9 : 3 0 00000 1 9 : 3 0 30003
1 9 : 4 5 00000 1 9 : 4 5 20002
2 0 : 0 0 00000 2 0 : 0 0 10001
2 0 : 1 5 00000 2 0 : 1 5 00000
2 0 : 3 0 00000 2 0 : 3 0 00000
2 0 : 4 5 00000 2 0 : 4 5 00000
2 1 : 0 0 00000 2 1 : 0 0 00000
2 1 : 1 5 10001 2 1 : 1 5 00000
2 1 : 3 0 00000 2 1 : 3 0 00000
2 1 : 4 5 00000 2 1 : 4 5 00000
2 2 : 0 0 10001 2 2 : 0 0 20002
2 2 : 1 5 00000 2 2 : 1 5 00000
2 2 : 3 0 00000 2 2 : 3 0 00000
2 2 : 4 5 00000 2 2 : 4 5 00000
2 3 : 0 0 00000 2 3 : 0 0 00000
2 3 : 1 5 00000 2 3 : 1 5 00000
2 3 : 3 0 00000 2 3 : 3 0 00000
2 3 : 4 5 00000 2 3 : 4 5 00000
T O T A L 6 2 400 6 6 6 1 400 6 5
Exiting
Long Beach
TOTAL ‐ ALL DRIVEWAYS
Tuesday, March 15, 2022
Driveway Classification Counts
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268‐6268
City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0 : 0 0 00000 0 : 0 0 00000
0 : 1 5 00000 0 : 1 5 00000
0 : 3 0 00000 0 : 3 0 00000
0 : 4 5 00000 0 : 4 5 00000
1 : 0 0 00000 1 : 0 0 00000
1 : 1 5 00000 1 : 1 5 00000
1 : 3 0 00000 1 : 3 0 00000
1 : 4 5 00000 1 : 4 5 00000
2 : 0 0 00000 2 : 0 0 00000
2 : 1 5 00000 2 : 1 5 00000
2 : 3 0 10001 2 : 3 0 00000
2 : 4 5 00000 2 : 4 5 00000
3 : 0 0 00000 3 : 0 0 00000
3 : 1 5 00000 3 : 1 5 00000
3 : 3 0 00000 3 : 3 0 00000
3 : 4 5 00000 3 : 4 5 00000
4 : 0 0 00000 4 : 0 0 00000
4 : 1 5 00000 4 : 1 5 00000
4 : 3 0 00000 4 : 3 0 00000
4 : 4 5 00000 4 : 4 5 00000
5 : 0 0 00000 5 : 0 0 00000
5 : 1 5 10001 5 : 1 5 00000
5 : 3 0 10001 5 : 3 0 10001
5 : 4 5 10001 5 : 4 5 10001
6 : 0 0 20002 6 : 0 0 00000
6 : 1 5 80008 6 : 1 5 00000
6 : 3 0 00000 6 : 3 0 00000
6 : 4 5 10001 6 : 4 5 00000
7 : 0 0 00000 7 : 0 0 00000
7 : 1 5 30003 7 : 1 5 10001
7 : 3 0 10001 7 : 3 0 10001
7 : 4 5 30003 7 : 4 5 00000
8 : 0 0 00000 8 : 0 0 00000
8 : 1 5 00000 8 : 1 5 20002
8 : 3 0 00000 8 : 3 0 00000
8 : 4 5 10001 8 : 4 5 00000
9 : 0 0 10001 9 : 0 0 10001
9 : 1 5 10001 9 : 1 5 00000
9 : 3 0 00000 9 : 3 0 00000
9 : 4 5 00000 9 : 4 5 00000
1 0 : 0 0 00000 1 0 : 0 0 00000
1 0 : 1 5 00000 1 0 : 1 5 10001
1 0 : 3 0 00000 1 0 : 3 0 00000
1 0 : 4 5 10001 1 0 : 4 5 10001
1 1 : 0 0 00000 1 1 : 0 0 10001
1 1 : 1 5 10001 1 1 : 1 5 00000
1 1 : 3 0 00000 1 1 : 3 0 10001
1 1 : 4 5 00000 1 1 : 4 5 30003
1 2 : 0 0 00000 1 2 : 0 0 40004
1 2 : 1 5 20002 1 2 : 1 5 00000
1 2 : 3 0 10001 1 2 : 3 0 20002
1 2 : 4 5 30003 1 2 : 4 5 00000
1 3 : 0 0 10001 1 3 : 0 0 10001
1 3 : 1 5 20002 1 3 : 1 5 00000
1 3 : 3 0 10001 1 3 : 3 0 10001
1 3 : 4 5 00000 1 3 : 4 5 00000
1 4 : 0 0 10001 1 4 : 0 0 00000
1 4 : 1 5 00000 1 4 : 1 5 10001
1 4 : 3 0 10001 1 4 : 3 0 00000
1 4 : 4 5 10001 1 4 : 4 5 00000
1 5 : 0 0 20002 1 5 : 0 0 00000
1 5 : 1 5 10001 1 5 : 1 5 00000
1 5 : 3 0 00000 1 5 : 3 0 30003
1 5 : 4 5 10001 1 5 : 4 5 40004
1 6 : 0 0 00000 1 6 : 0 0 30003
1 6 : 1 5 00000 1 6 : 1 5 40004
1 6 : 3 0 00000 1 6 : 3 0 10001
1 6 : 4 5 00000 1 6 : 4 5 10001
1 7 : 0 0 00000 1 7 : 0 0 20002
1 7 : 1 5 20002 1 7 : 1 5 30003
1 7 : 3 0 00000 1 7 : 3 0 00000
1 7 : 4 5 00000 1 7 : 4 5 00000
1 8 : 0 0 00000 1 8 : 0 0 10001
1 8 : 1 5 00000 1 8 : 1 5 00000
1 8 : 3 0 00000 1 8 : 3 0 00000
1 8 : 4 5 00000 1 8 : 4 5 00000
1 9 : 0 0 10001 1 9 : 0 0 10001
1 9 : 1 5 00000 1 9 : 1 5 00000
1 9 : 3 0 00000 1 9 : 3 0 00000
1 9 : 4 5 00000 1 9 : 4 5 00000
2 0 : 0 0 00000 2 0 : 0 0 30003
2 0 : 1 5 00000 2 0 : 1 5 00000
2 0 : 3 0 00000 2 0 : 3 0 00000
2 0 : 4 5 00000 2 0 : 4 5 00000
2 1 : 0 0 10001 2 1 : 0 0 00000
2 1 : 1 5 00000 2 1 : 1 5 00000
2 1 : 3 0 00000 2 1 : 3 0 10001
2 1 : 4 5 00000 2 1 : 4 5 00000
2 2 : 0 0 00000 2 2 : 0 0 00000
2 2 : 1 5 00000 2 2 : 1 5 00000
2 2 : 3 0 00000 2 2 : 3 0 00000
2 2 : 4 5 00000 2 2 : 4 5 00000
2 3 : 0 0 00000 2 3 : 0 0 00000
2 3 : 1 5 00000 2 3 : 1 5 00000
2 3 : 3 0 00000 2 3 : 3 0 00000
2 3 : 4 5 00000 2 3 : 4 5 00000
T O T A L 4 8 000 4 8 5 0 000 5 0
Exiting
Long Beach
TOTAL ‐ ALL DRIVEWAYS
Wednesday, March 16, 2022
Driveway Classification Counts
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268‐6268

14715-01 VMT.docx

April 5, 2022
Yemi Alade
Link Logistics Real Estate
3333 Michelson Drive Suite 725
Irvine, CA 92162

CHERRY AVE WAREHOUSE VEHICLE MILES TRAVELED (VMT) ANALYSIS Yemi Alade,
Urban Crossroads, Inc. is pleased to provide the following Vehicle Miles Traveled (VMT) Analysis for the Cherry Ave Warehouse development (Project) located at 5900 Cherry Avenue in the City of Long Beach as seen in Exhibit 1.

PROJECT OVERVIEW

EXHIBIT 1: PRELIMINARY SITE PLAN

Yemi Alade
Link Logistics Real Estate
April 5, 2022

Page 2 of 6 ends

14715-01 VMT.docx

BACKGROUND
Changes to California Environmental Quality Act (CEQA) Guidelines adopted in December 2018, which requires all lead agencies to adopt VMT as a replacement for automobile delay-based level of service (LOS) as the measure for identifying transportation impacts for land use projects. This statewide mandate went into effect July 1, 2020. To aid in this transition, the Governor’s Office of Planning and Research (OPR) released a Technical Advisory on Evaluating Transportation Impacts in CEQA (December of 2018) (Technical Advisory) (1). Based on the Technical Advisory, the City of Long Beach has adopted City of Long Beach Traffic Impact Analysis Guidelines (June of 2020) (City Guidelines) (2). The City Guidelines have been utilized to prepare VMT analysis.

VMT SCREENING EVALUATION
The City Guidelines provides details on appropriate screening criteria that can be used to identify when a proposed land use project is anticipated to result in a less than significant impact without conducting a more detailed analysis. Land development projects that have one or more of the following attributes may be presumed to create a less than significant impact:
• Small Projects - Low Trip Generator
• Low VMT Area
• Transit Priority Area
• Other Land Uses
A land use project need only satisfy one of the above screening criteria to be considered less than significant.

SMALL PROJECTS - LOW TRIP GENERATOR
The City Guidelines identifies small projects that generate fewer than 500 ADT would generate GHG emissions below applicable thresholds and would therefore be considered less than significant. The trip generation rates used for this analysis are based on the trip generation statistics published in the Institute of Transportation Engineer (ITE) Trip Generation Manual (11 th
Edition, 2021) (3). The average trip generation for the existing site based on an average of the 2- day trip generation. The Project’s existing site is estimated to generate 116 daily vehicle trips. The Proposed Project is estimated to generate a total 564 vehicle trip ends per day. The Project results Yemi Alade
Link Logistics Real Estate
April 5, 2022

Page 3 of 6 ends

14715-01 VMT.docx
in a net increase of 448 vehicle trip-ends per day. The Proposed Project does not exceed the City’s 500 average daily trip threshold (See Attachment B).

Low Trip Generator criteria is met.

LOW VMT AREAS
City Guidelines state that residential and office projects located within a low VMT-generating area, as identified in the map-based screening, may be presumed to have a less than significant impact.

The City Guidelines provide a map of VMT per employee throughout Long Beach. The data contained within the map was obtained from the 2016 SCAG RTP/SCS travel demand model and are compared to the regional average VMT per employee for Los Angeles County. In the low VMT identified areas, VMT impacts are likely to remain significant . Based on the screening map in Exhibit 2 in which was retrieved from the City Guidelines, the Project is not in a Low VMT area.

Low VMT Area Screening criteria is not met.

EXHIBIT 2: LOW VMT AREA MAP

Yemi Alade
Link Logistics Real Estate
April 5, 2022

Page 4 of 6 ends

14715-01 VMT.docx

TRANSIT PRIORITY AREA
Consistent with guidance identified in the Technical Advisory, City Guidelines note that projects located within a Transit Priority Area (TPA) (i.e., within ½ mile of an existing “major transit stop” 1 or an existing stop along a “high-quality transit corridor”2) may be presumed to have a less than significant impact absent substantial evidence to the contrary. However, the presumption may not be appropriate if a project:
• Has a Floor Area Ratio (FAR) of less than 0.75;
• Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking); • Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency, with input from the Metropolitan Planning Organization); or • Replaces affordable residential units with a smaller number of moderate- or high-income residential units.

Similar to low VMT area, the City Guidelines provide a map of TPA areas throughout the City of Long Beach. As seen in Exhibit 3, b ased on the TPA map contained in the City Guidelines , the Project site is not located along a high-quality transit corridor.

TPA Screening criteria is not met.

1 Pub. Resources Code, § 21064.3 (“‘Major transit stop’ means a site containing an existing rail transit station, a ferry terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods.”).
2 Pub. Resources Code, § 21155 (“For purposes of this section, a high-quality transit corridor means a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours.”).

Yemi Alade
Link Logistics Real Estate
April 5, 2022

Page 5 of 6 ends

14715-01 VMT.docx
EXHIBIT 3: TPA MAP

OTHER LAND USES
The City Guidelines state that projects consisting of the following specific uses are eligible for screening.

Retail development that is 50,000 square feet (sf) or less is likely to be local‐serving and tends to shorten trips within Long Beach. Therefore, any retail project 50,000 sf or less will be presumed to have a less than significant transportation impact related to CEQA Guidelines Section 15064.3, subdivision (b).

Affordable residential development in areas with inadequate affordable housing has the potential to shorten commute distances and/or increase the proportion of residents using transit, which would reduce VMT.

The development of institutional/government and public service uses that support community health, safety, and welfare will be presumed to have a less than significant transportation impact related to CEQA Guidelines Section 15064.3, subdivision (b). These facilities (e.g., police stations,

Yemi Alade
Link Logistics Real Estate
April 5, 2022

Page 6 of 6 ends

14715-01 VMT.docx
fire stati ons, community centers, refuse stations) are already part of the community and, as public service uses, their VMT is accounted for in the existing regional average. Project does not intend to develop any of the other land uses listed above.

Other Land Uses Screening criteria is not met.

CONCLUSION
In summary, the Project was found to meet the Small Project Low Trip Generator screening criteria. The Project is presumed to have a less than significant VMT impact; no further VMT analysis required.

If you have any questions, please contact me directly at [email protected].

Respectfully submitted,
URBAN CROSSROADS, INC.

Alexander So
Senior Associate

14715-01 VMT.docx

REFERENCES

1. Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA. State of California : s.n., December 2018.

2. City of Long Beach. Traffic Impact Analysis Guidelines. June 2020.

3. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021.

14715-01 VMT.docx

ATTACHEMENT A

DRIVEWAY COUNT DATA

14715-01 VMT.docx

ATTACHMENT B

PROJECT TRIP GENERATION

14715-01 VMT.docx
TABLE 1: EXISTING USE TRIP GENERATION

TABLE 2: PROPOSED PROJECT TRIP GENERATION RATES

TABLE 3: PROPOSED PROJECT TRIP GENERATION

Land Use In Out Total In Out Total
Existing Use
Passenger Cars 9 3 12 1 12 13 112
Trucks (Actual Vehicles) 1 1 2 0 0 0 4
Total (Actual Vehicles) 10 4 14 1 12 13 116
Daily
PM Peak HourAM Peak Hour
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
High-Cube Fulfillment Center (Non-Sort)3 TSF 155 0.122 0.028 0.150 0.062 0.098 0.160 1.810 Passenger Cars 0.105 0.025 0.130 0.059 0.091 0.150 1.580 Trucks 0.010 0.010 0.020 0.005 0.005 0.010 0.230
High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120 Passenger Cars 0.062 0.018 0.080 0.025 0.065 0.090 1.370 Trucks 0.009 0.021 0.030 0.015 0.015 0.030 0.750
1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual , Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.

Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.

Normalized % - With Cold Storage: 34.7% 2-Axle trucks, 11.0% 3-Axle trucks, 54.3% 4-Axle trucks.

Daily
Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

AM Peak Hour PM Peak Hour

14715-01 VMT.docx
TABLE 4: TRIP GENERATION COMPARISON

AM Peak Hour PM Peak Hour
Land Use In Out Total In Out Total
Existing Use
Passenger Cars 9 3 12 1 12 13 112
Trucks (Actual Vehicles) 1 1 2 0 0 0 4
Total (Actual Vehicles) 10 4 14 1 12 13 116
Proposed Project
Passenger Cars 30 7 37 16 27 43 470
Trucks (Actual Vehicles) 3 4 7 2 2 4 94
Total (Actual Vehicles) 33 11 44 18 29 47 564
Variance
Passenger Cars 21 4 25 15 15 30 358
Trucks (Actual Vehicles) 2 3 5 2 2 4 90
Total (Actual Vehicles) 23 7 30 17 17 34 448
Daily

Cherry Avenue Warehouse

MOBILE SOURCE HEALTH RISK ASSESSMENT

CITY OF LONG BEACH

PREPARED BY:

Haseeb Qureshi
[email protected]

Michael Tirohn
[email protected]

M
AY 11, 2022

14715-02 HRA Report

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
i

TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................. I APPENDICES .......................................................................................................................................... I LIST OF EXHIBITS .................................................................................................................................. II LIST OF TABLES .................................................................................................................................... II LIST OF ABBREVIATED TERMS ............................................................................................................. III EXECUTIVE SUMMARY ......................................................................................................................... 1 1 INTRODUCTION ........................................................................................................................... 5

1.1 Site Location .................................................................................................................................. 6

1.2 Project Description ........................................................................................................................ 6 2 BACKGROUND........................................................................................................................... 10

2.1 Background on Recommended Methodology ............................................................................ 10

2.2 Construction Health Risk Assessment ......................................................................................... 10

2.3 Operational Health Risk Assessment .......................................................................................... 13

2.3 Exposure Quantification.............................................................................................................. 18

2.4 Carcinogenic Chemical Risk ......................................................................................................... 20

2.5 Non-carcinogenic Exposures ....................................................................................................... 21

2.6 Potential Project DPM-Source Cancer and Non-Cancer Risks .................................................... 22 3 REFERENCES .............................................................................................................................. 26 4 CERTIFICATIONS ........................................................................................................................ 28

APPENDICES
APPENDIX 2.1: CALEEMOD OUTPUTS
APPENDIX 2.2: EMFAC EMISSIONS SUMMARY
APPENDIX 2.3: AERMOD MODEL INPUT/OUTPUT
APPENDIX 2.4: RISK CALCULATIONS

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
ii

LIST OF EXHIBITS
EXHIBIT 1-A: LOCATION MAP .............................................................................................................. 7 EXHIBIT 1-B: SITE PLAN........................................................................................................................ 8 EXHIBIT 2-A: MODELED CONSTRUCTION EMISSION SOURCES ............................................................ 12 EXHIBIT 2-B: MODELED ON-SITE EMISSION SOURCES ......................................................................... 15 EXHIBIT 2-C: MODELED OFF-SITE EMISSION SOURCES ........................................................................ 16 EXHIBIT 2-D: RECEPTOR LOCATIONS .................................................................................................. 24

LIST OF TABLES
TABLE ES-1: SUMMARY OF CONSTRUCTION CANCER AND NON-CANCER RISKS ................................... 3 TABLE ES-2: SUMMARY OF OPERATIONAL CANCER AND NON-CANCER RISKS ...................................... 3 TABLE ES-3: SUMMARY OF CONSTRUCTION AND OPERATIONAL CANCER AND NON-CANCER RISKS .... 4 TABLE 2-1: CONSTRUCTION DURATION .............................................................................................. 11 TABLE 2-2: CONSTRUCTION EQUIPMENT ASSUMPTIONS .................................................................... 11 TABLE 2-3: 2024 WEIGHTED AVERAGE DPM EMISSIONS FACTORS ..................................................... 14 TABLE 2-4: DPM EMISSIONS FROM PROJECT TRUCKS (2024 ANALYSIS YEAR) ..................................... 17 TABLE 2-5: AERMOD MODEL PARAMETERS ........................................................................................ 18 TABLE 2-6: EXPOSURE ASSUMPTIONS FOR INDIVIDUAL CANCER RISK (CONSTRUCTION ACTIVITY) ..... 19 TABLE 2-7: EXPOSURE ASSUMPTIONS FOR INDIVIDUAL CANCER RISK (30 YEAR RESIDENTIAL) ........... 20 TABLE 2-8: EXPOSURE ASSUMPTIONS FOR INDIVIDUAL CANCER RISK (25 YEAR WORKER) ................. 20

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
iii

LIST OF ABBREVIATED TERMS
(1) Reference
µg Microgram
AERMOD American Meteorological Society/Environmental
Protection Agency Regulatory Model
APS Auxiliary Power System
AQMD Air Quality Management District
ARB Air Resources Board
CEQA California Environmental Quality Act
CPF Cancer Potency Factor
DPM Diesel Particulate Matter
EMFAC Emission Factor Model
EPA Environmental Protection Agency
HHD Heavy Heavy-Duty
HI Hazard Index
HRA Health Risk Assessment
LHD Light Heavy-Duty
MATES Multiple Air Toxics Exposure Study
MEIR Maximally Exposed Individual Receptor
MEIW Maximally Exposed Individual Worker
MHD Medium Heavy-Duty
NAD North American Datum
OEHHA Office of Environmental Health Hazard Assessment
PM10 Particulate Matter 10 microns in diameter or less
Project Cherry Avenue Warehouse
REL Reference Exposure Level
RM Recommended Measures
SCAQMD South Coast Air Quality Management District
SRA Source Receptor Area
TAC Toxic Air Contaminant
TA Traffic Analysis
URF Unit Risk Factor
UTM Universal Transverse Mercator
VMT Vehicle Miles Traveled
Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report

This page intentionally left blank

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
1 EXECUTIVE SUMMARY
This report evaluates the potential health risk impacts to sensitive receptors (which are residents) and adjacent workers associated with the development of the Project, more specifically, health risk impacts as a result of exposure to Toxic Air Contaminants (TACs) including diesel particulate matter (DPM) as a result of heavy-duty diesel trucks accessing the site. This section summarizes the significance criteria and Project health risks.

The results of the health risk assessment from Project-generated DPM emissions are provided in Table ES-1, ES-2, and ES-3 below for the Project.

CONSTRUCTION IMPACTS
The land use with the greatest potential exposure to Project construction-source DPM emissions is Location R 5 which is located approximately 101 feet west of the Project site at an existing residence located at 5945 Cherry Avenue. R5 is placed at the building façade facing the Project site. At the MEIR, the maximum incremental cancer risk attributable to Project construction - source DPM emissions is estimate d at 3.24 in one million, which is less than the SC AQMD’s significance threshold of 10 in one million. At this same location, non-cancer risks were estimated to be <0.01, which would not exceed the applicable threshold of 1.0. As such, the Project will not cause a significant human health or cancer risk to adjacent land uses as a result of Project construction activity. All other receptors during construction activity would experience less risk than what is identified for this location. The modeled receptors are illustrated on Exhibit 2-D.

PERATIONAL IMPACTS
Residential Exposure Scenario:

The residential land use with the greatest potential exposure to Project operational-source DPM emissions is Location R 5 which is located approximately 101 feet west of the Project site at an existing residence located at 5945 Cherry Avenue. R5 is placed at the building façade facing the Project site. At the MEIR, the maximum incremental cancer risk attributable to Project operational-source DPM emissions is estimated at 0. 93 in one million, which is less than the SCAQMD’s significance threshold of 10 in one million. At this same location, non -cancer risks were estimated to be <0.01, which would not exceed the applicable significance threshold of 1.0.

Because all other modeled residential receptors are exposed to lesser concentrations and are located at a greater distance from the Project site and primary truck route than the MEIR analyzed herein, and TACs generally dissipates with distance from the source, all other residential receptors in the vicinity of the Project site would be exposed to less emissions and therefore less risk than the MEIR identified herein. As such, the Project will not cause a significant human health or cancer risk to nearby residences. The modeled receptors are illustrated on Exhibit 2-D.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
2 Worker Exposure Scenario1:

The worker receptor land use with the greatest potential exposure to Project operational -source DPM emissions is Location R7 , which represents the adjacent pot ential worker receptor approximately 21 feet south of the Project site. At the MEIW, the maximum incremental cancer risk impact is 0.50 in one million which is less than the SCAQMD’s threshold of 10 in one million.

Maximum non-cancer risks at this same location were estimated to be <0.01, which would not exceed the applicable significance threshold of 1.0. Because all other modeled worker receptors are located at a greater distance than the MEIW analyze d herein, and DPM dissipates with distance from the source, all other worker receptors in the vicinity of the Project would be exposed to less emissions and therefore less risk than the MEIW identified herein. As such, the Project will not cause a significant human health or cancer risk to adjacent workers. The modeled receptors are illustrated on Exhibit 2-D.

School Child Exposure Scenario:

The nearest school is Harte Elementary School, located approximately 1,002 feet southwest of the Project site. At the maximally exposed individual school child (MEISC), the maximum incremental cancer risk impact attributable to the Project is calculated to be 0.03 in one million, which is less than the significance threshold of 10 in one million. At this same location, non- cancer risks attributable to the Project were calculated to be <0.01, which would not exceed the applicable significance threshold of 1.0. All other school receptors would be exposed to lower concentrations of TACs and therefore less risk than the MEISC identified herein. As such, the Project will not cause a significant human health or cancer risk to nearby school children.

ONSTRUCTION AND OPERATIONAL IMPACTS
The land use with the greatest potential exposure to Project construction- source and operational-source DPM emissions is Location R8. At the MEIR, the maximum incremental cancer risk attributable to Project construction- source and operational -source DPM emissions is estimated at 3.69 in one million, which is less than the threshold of 10 in one million. At this same location, non-cancer risks were estimated to be <0.01, which would not exceed the applicable threshold of 1.0. As such, the Project will not cause a significant human health or cancer risk to adjacent land uses as a result of Project construction and operational activity. All other receptors during construction and operational activity would experience less risk than what is identified for this location. The modeled receptors are illustrated on Exhibit 2-D.

1 SCAQMD guidance does not require assessment of the potential health risk to on-site workers. Excerpts from the document OEHHA Air Toxics Hot Spots Program Risk Assessment Guidelines— The Air Toxics Hot Spots Program Guidance Manual for Preparation of Health Risk Assessments (OEHHA 2003), also indicate that it is not necessary to examine the health effects to on- site workers unless required by RCRA (Resource Conservation and Recovery Act) / CERCLA (Comprehensive Environmental Response, Compensation, and Liability Act) or the worker resides on-site.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
3 TABLE ES-1: SUMMARY OF CONSTRUCTION CANCER AND NON-CANCER RISKS Time Period Location
Maximum
Lifetime
Cancer Risk
(Risk per
Million)
Significance
Threshold
(Risk per
Million)
Exceeds
Significance
Threshold
2 Year
Exposure Maximum Exposed Sensitive Receptor 3.24 10 NO
Time Period Location
Maximum
Hazard
Index
Significance
Threshold
Exceeds
Significance
Threshold
Annual
Average Maximum Exposed Sensitive Receptor ≤0.01 1.0 NO TABLE ES-2: SUMMARY OF OPERATIONAL CANCER AND NON-CANCER RISKS Time Period Location
Maximum
Lifetime
Cancer Risk
(Risk per
Million)
Significance
Threshold
(Risk per
Million)
Exceeds
Significance
Threshold
30 Year
Exposure Maximum Exposed Sensitive Receptor 0.93 10 NO
25 Year
Exposure Maximum Exposed Worker Receptor 0.50 10 NO
9 Year
Exposure Maximum Exposed Individual School Child 0.03 10 NO Time Period Location
Maximum
Hazard
Index
Significance
Threshold
Exceeds
Significance
Threshold
Annual
Average Maximum Exposed Sensitive Receptor ≤0.01 1.0 NO Annual
Average Maximum Exposed Worker Receptor ≤0.01 1.0 NO
Annual
Average Maximum Exposed Individual School Child ≤0.01 1.0 NO

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
4 TABLE ES-3: SUMMARY OF CONSTRUCTION AND OPERATIONAL CANCER AND NON-CANCER RISKS Time Period Location
Maximum
Lifetime
Cancer Risk
(Risk per
Million)
Significance
Threshold
(Risk per
Million)
Exceeds
Significance
Threshold
30 Year
Exposure Maximum Exposed Sensitive Receptor 3.69 10 NO
Time Period Location
Maximum
Hazard
Index
Significance
Threshold
Exceeds
Significance
Threshold
Annual
Average Maximum Exposed Sensitive Receptor ≤0.01 1.0 NO Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
5 1 INTRODUCTION
The South Coast Air Quality Management District (SCAQMD) typically issues a comment letter on the Notice of Preparation of a CEQA Document. Per the SCAQMD’s typical comment letter, if a proposed P roject is expected to generate/attract diesel trucks, which emit diesel particulate matter (DPM) or other Toxic Air Contaminants (TACs), preparation of a HRA is necessary. This document serves to meet the SCAQMD’s request for preparation of a HRA. This HRA has been prepared in accordance with the document Health Risk Assessment Guidance for Analyzing Cancer Risk from Mobile Source Diesel Idling Emissions for CEQA Air Quality Analysis (1) and is comprised of all relevant and appropriate procedures presented by the United States Environmental Protection Agency ( U.S. EPA), California EPA and SCAQMD. Cancer risk is expressed in terms of expected incremental incidence per million population. The SCAQMD has established an incidence rate of ten ( 10) persons per million as the maximum acceptable incremental cancer risk due to TAC exposure from a project such as the proposed Project. This threshold serves to determine whether or not a given project has a potentially significant development-specific and cumulatively considerable impact.

The AQMD has published a report on how to address cumulative impacts from air pollution: White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution (2). In this report the AQMD states (Page D-3):
“…the AQMD uses the same significance thresholds for project specific and cumulative impacts for all environmental topics analyzed in an Environmental Assessment or EIR. The only case where the significance thresholds for project specific and cumulative impacts differ is the Hazard Index (HI) significance threshold for toxic air contaminant ( TAC) emissions. The project specific (project increment) significance threshold is HI > 1.0 while the cumulative (facility-wide) is HI > 3.0. It should be noted that the HI is only one of three TAC emission significance thresholds considered (when applicable) in a CEQA analysis. The other two are the maximum individual cancer risk (MICR) and the cancer burden, both of which use the same significance thresholds (MICR of 10 in 1 million and cancer burden of 0.5) for project specific and cumulative impacts.

Projects t hat exceed the project-specific significance thresholds are considered by the SCAQMD to be cumulatively considerable. This is the reason project-specific and cumulative significance thresholds are the same. Conversely, projects that do not exceed the project-specific thresholds are generally not considered to be cumulatively significant.” The SCAQMD has also established non- carcinogenic risk parameters for use in HRAs. Non - carcinogenic risks are quantified by calculating a "hazard index," expressed as the ratio between the ambient pollutant concentration and its toxicity or Reference Exposure Level (REL). An REL is a concentration at or below which health effects are not likely to occur. A hazard index less of than one (1.0) means that adverse health effects are not expected. In this HRA, non-carcinogenic exposures of less than 1.0 are considered less -than-significant. Both the cancer risk and non- carcinogenic risk thresholds are applied to the nearest sensitive receptors below.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
6 1.1 SITE LOCATION
The Project site is located at 5900 Cherry Avenue in the City of Long Beach, as shown on Exhibit 1-A. The P roject site is bounded by commercial uses to the nor th, east, and west. Residential homes are located to the west of the Project site.

1.2 PROJECT DESCRIPTION
The Project is proposed to consist of up to approximately 258,376 square feet (sf) of high -cube fulfillment (non-sort) warehouse use (85 percent [%] of total square footage) and approximately 45,596 sf of high-cube cold storage use (15% of total square footage) for a total of 303,972 sf. A preliminary site plan for the proposed Project is s hown on Exhibit 1 -B. It is anticipated that the Project would be developed in a single phase with an anticipated Opening Year of 2024.

According to the Cherry Avenue Warehouse Traffic Assessment , the proposed Project is anticipated to generate a total of 564 trip-ends per day with 94 truck trip-ends per day (in actual vehicles) (3).

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
7 EXHIBIT 1-A: LOCATION MAP

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
8 EXHIBIT 1-B: SITE PLAN

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
9 This page intentionally left blank

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
10 2 BACKGROUND

2.1 BACKGROUND ON RECOMMENDED METHODOLOGY
This HRA is based on applicable guidelines to produce conservative estimates of human health risk posed by exposure to DPM. The conservative nature of this analysis is due primarily to the following factors:
• The ARB-adopted diesel exhaust Unit Risk Factor (URF) of 300 in one million per µg/m3 is based upon the upper 95 percentile of estimated risk for each of the epidemiological studies utilized to develop the URF. Using the 95th percentile URF represents a very conservative (health-protective) risk posed by DPM because it represents breathing rates that are high for the human body (95% higher than the average population).
• The emissions derived assume that every truck accessing the P roject site will idle for 15 minutes under the unmitigated scenario , and this is an overestimation of actual idling times and thus conservative.2 The California Air Resources Board (CARB’s) anti -idling requirements impose a 5 - minute maximum idling time and therefore the analysis conservatively overestimates DPM emissions from idling by a factor of 3.

2.2 CONSTRUCTION HEALTH RISK ASSESSMENT

2.2.1 EMISSIONS CALCULATIONS
The emissions calculations for the construction HRA component are based on an assumed mix of construction equipment and hauling activity as presented in the Cherry Avenue Warehouse Air Quality Impact Analysis (“technical study”) prepared by Urban Crossroads, Inc. (4) Construction related DPM emissions are expected to occur primarily as a function of heavy-duty construction equipment that would be operating on-site.

As discussed in the technical study, the Project would result in approximately 261 total working- days of construction activity . The construction duration by phase is shown on Table 2 -1. A detailed summary of construction equipment assumptions by phase is provided at Table 2-2. The CalEEMod emissions outputs are presented in Appendix 2.1. The modeled emission sources for construction activity are illustrated on Exhibit 2-A.

2 Although the Project is required to comply with ARB’s idling limit of 5 minutes, staff at SCAQMD recommends that the on-site idling emissions should be estimated for 15 minutes of truck idling (personal communic ation, in person, with Jillian Wong, December 22, 2016), which would take into account on-site idling which occurs while the trucks are waiting to pull up to the truck bays, idling at the bays, idling at check -in and check-out, etc.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
11 TABLE 2-1: CONSTRUCTION DURATION
Construction Activity Start Date End Date Days
Demolition/Crushing 01/15/2023 02/17/2023 25
Site Preparation 02/18/2023 03/03/2023 10
Grading 03/04/2023 04/21/2023 35
Building Construction 04/22/2023 01/15/2024 191
Paving 12/19/2023 01/15/2024 20
Architectural Coating 11/21/2023 01/15/2024 40

TABLE 2-2: CONSTRUCTION EQUIPMENT ASSUMPTIONS
Construction Activity Equipment Amount Hours Per Day
Demolition/Crushing
Concrete/Industrial Saws 1 8
Crushing/Proc. Equipment 1 8
Excavators 3 8
Rubber Tired Dozers 2 8
Water Trucks 1 8
Site Preparation
Crawler Tractors 4 8
Rubber Tired Dozers 3 8
Grading
Crawler Tractors 2 8
Excavators 2 8
Graders 1 8
Rubber Tired Dozers 1 8
Scrapers 2 4
Water Trucks 1 8
Building Construction
Cranes 2 8
Forklifts 5 8
Generator Sets 2 8
Tractors/Loaders/Backhoes 5 8
Welders 2 8
Paving
Pavers 2 8
Paving Equipment 2 8
Rollers 2 8
Architectural Coating Air Compressors 1 8
Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
12 EXHIBIT 2-A: MODELED CONSTRUCTION EMISSION SOURCES

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
13 2.3 OPERATIONAL HEALTH RISK ASSESSMENT

2.3.1 ON-SITE AND OFF-SITE TRUCK ACTIVITY
Vehicle DPM emissions were calculated using emission factors for particulate matter less than 10µm in diameter (PM10) generated with the 2021 version of the EMission FACtor model (EMFAC) developed by the CARB. EMFAC 2021 is a mathematical model that CARB developed to calculate emission rates from motor vehicles that operate on highways, freeways, and local roads in California and is commonly used by the ARB to project changes in future emissions from on-road mobile sources (5). The most recent version of this model, EMFAC 20 21, incorporates regional motor vehicle data, information and estimates regarding the distribution of vehicle miles traveled (VMT) by speed, and number of starts per day.

Several distinct emission processes are included in EMFAC 20 21. Emission factors calculated using EMFAC 2021 are expressed in units of grams per vehicle miles traveled (g/VMT) or grams per idle -hour (g/idle -hr), depending on the emission process. The emission processes and corresponding emission factor units associated with diesel particulate exhaust for this Project are presented below.

For this Project, annual average PM 10 emission factors were generated by running EMFAC 20 21 in EMFAC Mode for vehicles in the Los Angeles County jurisdiction. The EMFAC Mode generates emission factors in terms of grams of pollut ant emitted per v ehicle activity and can calculate a matrix of emission factors at specific values of temperature, relative humidity, and vehicle speed.

The model was run for speeds traveled in the vicinity of the Project. The vehicle travel speeds for each segment modeled are summarized below.
• Idling – on-site loading/unloading and truck gate
• 5 miles per hour – on-site vehicle movement including driving and maneuvering • 25 miles per hour – off-site vehicle movement including driving and maneuvering.

Calculated emission factors are shown at Table 2 -3. As a conservative measure, a 2024 EMFAC 2021 run was conducted and a static 2024 emissions factor data set was used for the entire duration of analysis herein (e.g., 30 years). Use of 2024 emission facto rs would overstate potential impacts since this approach assumes that emission factors remain “static” and do not change over time due to fleet turnover or cleaner technology with lower emissions that would be incorporated into vehicles after 2024. Additionally, based on EMFAC 20 21, Light-Heavy-Duty Trucks are comprised of 43.9% diesel, Medium-Heavy-Duty Trucks are comprised of 80.1% diesel, and Heavy -Heavy-Duty Trucks are comprised of 90.1% diesel. Trucks fueled by diesel are accounted for by these percentages accordingly in the emissions factor generation. Appendix 2.2 includes additional details on the emissions estimates from EMFAC.

The vehicle DPM exhaust emissions were calculated for running exhaust emissions. The running exhaust emissions were calculated by applying the running exhaust PM 10 emission factor (g/VMT)
from EMFAC over the total distance traveled. The following equation was used to estimate off - site emissions for each of the different vehicle classes comprising the mobile sources (6):

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
14 EmissionsspeedA (g/s) = EF RunExhaust (g/VMT) * Distance (VMT/trip) * Number of Trips (trips/day) / seconds per day
Where:

EmissionsspeedA (g/s): Vehicle emissions at a given speed A; EFRunExhaust (g/VMT): EMFAC running exhaust PM10 emission factor at speed A; Distance (VMT/trip): Total distance traveled per trip.

Similar to off -site traffic, on -site vehicle running emissions were calculated by applying the running exhaust PM 10 emission factor (g/VMT) from EMFAC and the total vehicle trip number over the length of the driving path using the same formula presented above for on-site emissions.

In addition, on-site vehicle idling exhaust emissions were calculated by applying the idle exhaust PM10 emission factor (g/idle-hr) from EMFAC and the total truck trip over the total assumed idle time (15 minutes). The following equation was used to estimate the on- site vehicle idling emissions for each of the different vehicle classes (6):

Emissionsidle (g/s) = EFidle (g/hr) * Number of Trips (trips/day) * Idling Time (min/trip) * 60 minutes per hour / seconds per day
Where:

Emissionsidle (g/s): Vehicle emissions during idling;
EFidle(g/s): EMFAC idle exhaust PM10 emission factor.

TABLE 2-3: 2024 WEIGHTED AVERAGE DPM EMISSIONS FACTORS Speed Weighted Average
0 (idling) 0.08456 (g/idle-hr)
5 0.02026 (g/s)
25 0.00838 (g/s)
Each roadway was modeled as a line source (made up of multiple adjacent volume sources). Due to the large number of volume sources modeled for this analysis, the corresponding coordinates of each volume source have not been included in this report but are included in Appendix 2 .3.

The DPM emission rate for each volume source was calculated by multiplying the emission factor (based on the average travel speed along the roadway) by the number of trips and the distance traveled along each roadway segment and dividing the result by the number of volume sources along that roadway, as illustrated on Table 2-4. The modeled emission sources are illustrated on Exhibit 2-B for on-site sources and Exhibit 2-C for off-site sources. The modeling domain is limited to the Project’s primary truck route and includes off-site sources in the study area for more than ¾ mile. This modeling domain is more inclusive and conservative than using only a ¼ mile modeling domain which is the distance supported by several reputable studies which conclude that the greatest potential risks occur within a ¼ mile of the primary source of emissions (7) (in the case of the Project, the primary source of emissions is the on-site idling and on-site travel).

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
15 EXHIBIT 2-B: MODELED ON-SITE EMISSION SOURCES

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
16 EXHIBIT 2-C: MODELED OFF-SITE EMISSION SOURCES

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
17 TABLE 2-4: DPM EMISSIONS FROM PROJECT TRUCKS (2024 ANALYSIS YEAR)

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
18 On-site truck idling was estimated to occur as trucks enter and travel through the Project site.

Although the Project’s diesel-fueled truck and equipment operators will be required by State law to comply with CARB’s idling limit of 5 minutes, staff at SCAQMD recommends that the on- site idling emissions be calculated assuming 15 minutes of truck idling (8), which would take into account on-site idling which occurs while the trucks are waiting to pull up to the truck bays, idling at the bays, idling at check- in and check-out, etc. As such, this analysis calculates truck idling at 15 minutes, consistent with SCAQMD’s recommendation.

As summarized in the Cherry Avenue Warehouse Trip Generation Assessment prepared by Urban Crossroads, Inc., the Project is expected to generate a total of approximately 564 vehicular trips- ends per day (actual vehicles) which includes 94 two-way truck trips per day (9).

2.3 E XPOSURE QUANTIFICATION
The analysis herein has been conducted in accordance with the guidelines in the Health Risk Assessment Guidance for Analyzing Cancer Risks from Mobile Source Diesel Idling Emissions for CEQA Air Quality Analysis (1). The Environmental Protection Agency’s (U.S. EPA’s) AERMOD model has been utilized. For purposes of this analysis, the Lakes AERMOD View (Version 10.2.1) was used to calculate annual average particulate concentrations associated with site operations.

Lakes AERMOD View was utilized to incorporate the U.S. EPA’s latest AERMOD Version 21112 (10).

The model offers additional flexibility by allowing the user to assign an initial release height and vertical dispersion parameters for mobile sources representative of a roadway. For this HRA, the roadways were modeled as adjacent volume sources. Roadways were modeled using the U.S.

EPA’s haul route methodology for modeling of on- site and off- site truck movement. More specifically, the Haul Road Volume Source Calculator in Lakes AERMOD View has been utilized to determine the release height parameters. Based on the US EPA methodology, the Project’s modeled sources would result in a release height of 3.49 meters, and an initial lateral dimension of 4.0 meters, and an initial vertical dimension of 3.25 meters.

Model parameters are presented in Table 2 -5 (11). The model requires additional input parameters including emission data and local meteorology. Meteorological data from the SCAQMD’s Long Beach monitoring station was used to represent local weather conditions and prevailing winds (12).

TABLE 2-5: AERMOD MODEL PARAMETERS
Dispersion Coefficient (Urban/Rural) Urban (population 9,818,605) Terrain (Flat/Elevated) Elevated (Regulatory Default)
Averaging Time 1 year (5-year Meteorological Data Set)
Receptor Height 0 meters (Regulatory Default)
Universal Transverse Mercator (UTM) coordinates for World Geodetic System (WGS) 84 were used to locate the Project site boundaries, each volume source location, and receptor locations in the Project vicinity. The AERMOD dispersion model summary output files for the Project are Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
19 presented in Appendix 2.3. Modeled sensitive receptors were placed at residential and non- residential locations.

Receptors may be placed at applicable structure locations for residential and worker property and not necessarily the boundaries of the properties containing these uses because the human receptors (residents and workers) spend a majority of their time at the residence or in the workplace’s building, and not on the property line. It should be noted that the primary purpose of receptor placement is focused on long -term exposure. For example, the HRA evaluates the potential health risks to resi dents and worker s over a period of 30 or 25 years of exposure , respectively. Notwithstanding, as a conservative measure, receptors were placed at either the outdoor living area or the building façade, whichever is closer to the Project site.

For purposes of this HRA, receptors include both residential and non- residential (worker) land uses in the vicinity of the Project. These receptors are included in the HRA since residents and workers may be exposed at these locations over a long -term duration of 30 and 25 years , respectively. This methodology is consistent with SCAQMD and OEHHA recommended guidance.

Any impacts to residents or workers located further away from the Project site than the modeled residential and workers would have a lesser impact than what has already been disclosed in the HRA at the MEIR and MEIW because concentrations dissipate with distance.

All receptors were set to existing elevation height so that only ground- level concentrations are analyzed. United States Geological Survey (USGS) Digital Elevation Model (DEM) terrain data based on a 7.5-minute topographic quadrangle map series using AERMAP was utilized in the HRA modeling to set elevations (13).

Discrete variants for daily breathing rates, exposure frequency, and exposure duration were obtained from relevant distribution profiles presented in the 2015 OEHHA Guidelines. Tables 2 - 6 through 2-8 summarize the Expos ure Parameters for Residents and Workers based on 2015 OEHHA Guidelines. Appendix 2.4 includes the detailed risk calculation.

TABLE 2-6: EXPOSURE ASSUMPTIONS FOR INDIVIDUAL CANCER RISK (CONSTRUCTION ACTIVITY) Age Daily
Breathing
Rate (L/kg-
day)
Age
Specific
Factor
Exposure
Duration
(years)
Fraction
of Time
at Home
Exposure
Frequency
(days/year)
Exposure
Time
(hours/day)
0 to 2 1,090 10 1.00 0.85 261 8

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
20 TABLE 2-7: EXPOSURE ASSUMPTIONS FOR INDIVIDUAL CANCER RISK (30 YEAR RESIDENTIAL) Age Daily
Breathing
Rate (L/kg-
day)
Age
Specific
Factor
Exposure
Duration
(years)
Fraction
of Time
at Home
Exposure
Frequency
(days/year)
Exposure
Time
(hours/day)
-0.25 to 0 361 10 0.25 0.85 350 24
0 to 2 1,090 10 2 0.85 350 24
2 to 16 572 3 14 0.72 350 24
16 to 30 261 1 14 0.73 350 24
TABLE 2-8: EXPOSURE ASSUMPTIONS FOR INDIVIDUAL CANCER RISK (25 YEAR WORKER) Age Daily
Breathing
Rate (L/kg-
day)
Age
Specific
Factor
Exposure
Duration
(years)
Exposure
Frequency
(days/year)
Exposure
Time
(hours/day)
16 to 41 230 1 25 250 12

2.4 C ARCINOGENIC CHEMICAL RISK
Excess cancer risks are estimated as the upper-bound incremental probability that an individual will develop cancer over a lifetime as a direct result of exposure to potential carcinogens over a specified exposure duration. The estimated risk is expressed as a unitless probability. The cancer risk attributed to a chemical is calculated by multiplying the chemical intake or dose at the human exchange boundaries (e.g., lungs) by the chemical-specific cancer potency factor (CPF). A risk level of 10 in one million implies a likelihood that up to 10 people, out of one million equally exposed people would contract cancer if exposed continuously (24 hours per day) to the levels of toxic air contaminants over a specified duration of time.

Guidance from CARB and the California Environmental Protection Agency, Office of Environmental Health Hazard Assessment (OEHHA) recommends a refinement to the standard point estimate approach when alternate human body weights and breathing rates are utilized to assess risk for susc eptible subpopulations such as children. For the inhalation pathway, the procedure requires the incorporation of several discrete variates to effectively quantify dose.

Once determined, contaminant dose is multiplied by the cancer potency factor (CPF) in units of inverse dose expressed in milligrams per kilogram per day (mg/kg/day) -1 to derive the cancer risk estimate. Therefore, to assess exposures, the following dose algorithm was utilized.

DOSEair = (Cair × [BR/BW] × A × EF) x (1 x 10 -6)
Where:

DOSEair = chronic daily intake (mg/kg/day)
Cair = concentration of contaminant in air (ug/m3)
Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
21 [BR/BW] = daily breathing rate normalized to body weight (L/kg BW-day)
A = inhalation absorption factor
EF = exposure frequency (days/365 days)
BW = body weight (kg)
1 x 10 -6 = conversion factors (ug to mg, L to m3)
RISKair = DOSEair x CPF x ED/AT
Where:

DOSEair = chronic daily intake (mg/kg/day)
CPF = cancer potency factor
ED = number of years within particular age group
AT = averaging time

2.5 NON-CARCINOGENIC EXPOSURES
An evaluation of the potential noncarcinogenic effects of chronic exposures was also conducted.

Adverse health effects are evaluated by comparing a compound’s annual concentration with its toxicity factor or Reference Exposure Level (REL). The REL for diesel particulates was obtained from OEHHA for this analysis. The chronic reference exposure level (REL) for DPM was established by OEHHA as 5 μg/m
3 (OEHHA Toxicity Criteria Database,
http://www.oehha.org/risk/chemicaldb/index.asp).

The non-cancer hazard index was calculated as follows:

The relationship for the non-cancer health effects of DPM is given by the following equation:

HIDPM = CDPM/RELDPM
Where:

HIDPM = Hazard Index; an expression of the potential for non-cancer health effects.

CDPM = Annual average DPM concentration (μg/m3).

RELDPM = Reference exposure level (REL) for DPM; the DPM concentration at which no adverse health effects are anticipated.

For purposes of this analysis the hazard index for the respiratory endpoint totaled less than one for all receptors in the project vicinity, and thus is less than significant.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
22 2.6 P OTENTIAL PROJECT DPM-SOURCE CANCER AND NON-CANCER RISKS

CONSTRUCTION IMPACTS
The land use with the greatest potential exposure to Project construction-source DPM emissions is Location R 5 which is located approximately 101 feet west of the Project site at an existing residence located at 5945 Cherry Avenue . R5 is placed at the building façade facing the Project site. At the MEIR, the maximum incremental cancer risk attributable to Project construction - source DPM emissions is estimated at 3.24 in one million, which is less than the SC AQMD’s significance threshold of 10 in one million. At this same location, non-cancer risks were estimated to be <0.01, which would not exceed the applicable threshold of 1.0. As such, the Project will not cause a significant human health or cancer risk to adjacent land uses as a result of Project construction activity. All other receptors during construction activity would experience less risk than what is identified for this location. The modeled receptors are illustrated on Exhibit 2-D.

PERATIONAL IMPACTS
Residential Exposure Scenario:

The residential land use with the greatest potential exposure to Project operational-source DPM emissions is Location R 5 which is located approximately 101 feet west of the Project site at an existing residence located at 5945 Cherry Avenue . R5 is placed at the building façade facing the Project site. At the MEIR, the maximum incremental cancer risk attributable to Project operational-source DPM emissions is estimated at 0.93 in one million, which is less than the SCAQMD’s significance threshold of 10 i n one million. At this same location, non -cancer risks were estimated to be <0.01, which would not exceed the applicable significance threshold of 1.0.

Worker Exposure Scenario3:

The worker receptor land use with the greatest potential exposure to Project operational -source DPM emissions is Location R 7, which represents the adjacent potential worker receptor approximately 21 feet south of the Project site. At the MEIW, the maximum inc remental cancer risk impact is 0.50 in one million which is less than the SCAQMD’s threshold of 10 in one million.

Maximum non-cancer risks at this same location were estimated to be <0.01, which would not exceed the applicable significance threshold of 1.0. Because all other modeled worker receptors

3 SCAQMD guidance does not require assessment of the potential health risk to on-site workers. Excerpts from the document OEHHA Air Toxics Hot Spots Program Risk Assessment Guidelines— The Air Toxics Hot Spots Program Guidance Manual for Preparation of Health Risk Assessments (OEHHA 2003), also indicate that it is not necessary to examine the health effects to on- site workers unless required by RCRA (Resource Conservation and Recovery Act) / CERCLA (Comprehensive Environmental Response, Compensation, and Liability Act) or the worker resides on-site.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
23 are located at a greater distance than the MEIW analyzed herein, and DPM dissipates with distance from the source, all other worker receptors in the vicinity of the Project would be exposed to less emissions an d therefore less risk than the MEIW identified herein. As such, the Project will not cause a significant human health or cancer risk to adjacent workers. The modeled receptors are illustrated on Exhibit 2-D.

School Child Exposure Scenario:

The nearest scho ol is Harte Elementary School, located approximately 1,002 feet southwest of the Project site. At the maximally exposed individual school child (MEISC), the maximum incremental cancer risk impact attributable to the Project is calculated to be 0.03 in one million, which is less than the significance threshold of 10 in one million. At this same location, non- cancer risks attributable to the Project were calculated to be <0.01, which would not exceed the applicable significance threshold of 1.0. All other sc hool receptors would be exposed to lower concentrations of TACs and therefore less risk than the MEISC identified herein. As such, the Project will not cause a significant human health or cancer risk to nearby school children.

ONSTRUCTION AND OPERATIONAL IMPACTS
The land use with the greatest potential exposure to Project construction- source and operational-source DPM emissions is Location R8. At the MEIR, the maximum incremental cancer risk attributable to Project construction- source and operational -source DPM emissions is estimated at 3.69 in one million, which is less than the threshold of 10 in one million. At this same location, non-cancer risks were estimated to be <0.01, which would not exceed the applicable threshold of 1.0. As such, the Project wi ll not cause a significant human health or cancer risk to adjacent land uses as a result of Project construction and operational activity. All other receptors during construction and operational activity would experience less risk than what is identified for this location. The modeled receptors are illustrated on Exhibit 2-D.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
24 EXHIBIT 2-D: RECEPTOR LOCATIONS

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
25 This page intentionally left blank

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
26 3 REFERENCES

1. South Coast Air Quality Managment District. Mobile Source Toxics Analysis. [Online] 2003. http://www.aqmd.gov/ceqa/handbook/mobile_toxic/mobile_toxic.html.

2. Goss, Tracy A and Kroeger, Amy. White Paper on Potential Con trol Strategies to Address Cumulative Impacts from Air Pollution. [Online] South Coast Air Quality Management District, 2003. [Cited: June 6, 2019.] http://www.aqmd.gov/docs/default -source/Agendas/Environmental-Justice/cumulative- impacts-working-group/cumulative-impacts-white-paper.pdf?sfvrsn=2.

3. Urban Crossroads, Inc. Cherry Avenue Warehouse Traffic Assessment. 2022.

4. —. Cherry Avenue Warehouse Air Quality Impact Analysis. 2022.

5. California Air Resources Board. EMFAC 2021. [Online] https://arb.ca.gov/emfac/.

6. California Department of Transportation. EMFAC Software. [Online] http://www.dot.ca.gov/hq/env/air/pages/emfac.htm.

7. Air Resources Board. Air Quality and Land Use Handbook: A Community Health Perspective. 2005.

8. Wong, Jillian. Planning, Rule Development & Area Sources. December 22, 2016.

9. Urban Crossroads, Inc. Cherry Avenue Warehouse Traffic Assessment. 2022.

10. Environmental Protection Agency. User's Guide for the AMS/EPA Regulatory Model (AERMOD). [Online] 2019. https://www3.epa.gov/ttn/scram/models/aermod/aermod_userguide.pdf.

11. —. User's Guide for the AMS/EPA Regulatory Model (AERMOD). [Online] April 2018. https://www3.epa.gov/ttn/scram/models/aermod/aermod_userguide.pdf.

12. South Coast Air Quality Management District. Data for AER MOD. [Online] [Cited: May 9, 2022.] https://www.aqmd.gov/home/air-quality/air-quality-data-studies/meteorological-data/data-for- aermod.

13. Environmental Protection Agency. User's Guide for the AERMOD Terrain Preprocessor (AERMAP). [Online] 2018.
https://gaftp.epa.gov/Air/aqmg/SCRAM/models/related/aermap/aermap_userguide_v18081.pdf.

14. California Air Resources Board. HARP AERMOD Meteorological Files. [Online] [Cited: February 3, 2022.] https://ww2.arb.ca.gov/resources/documents/harp-aermod-meteorological-files.

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
27 This page intentionally left blank
Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
28 4 CERTIFICATIONS
The contents of this health risk assessment represent an accurate depiction of the impacts to sensitive receptors associated with the proposed Cherry Avenue Warehouse Project. The information contained in this health risk assessment report is based on the best available data at the time of preparation. If you have any questions, please contact me at (949) 660-1994.

Haseeb Qureshi
Associate Principal
URBAN CROSSROADS, INC.
(949) 660-1994
[email protected]

EDUCATION
Master of Science in Environmental Studies
California State University, Fullerton • May 2010
Bachelor of Arts in Environmental Analysis and Design
University of California, Irvine • June 2006

ROFESSIONAL AFFILIATIONS
AEP – Association of Environmental Planners
AWMA – Air and Waste Management Association
ASTM – American Society for Testing and Materials

ROFESSIONAL CERTIFICATIONS
Environmental Site Assessment – American Society for Testing and Materials • June 2013 Planned Communities and Urban Infill – Urban Land Institute • June 2011 Indoor Air Quality and Industrial Hygiene – EMSL Analytical • April 2008 Principles of Ambient Air Monitoring – California Air Resources Board • August 2007 AB2588 Regulatory Standards – Trinity Consultants • November 2006 Air Dispersion Modeling – Lakes Environmental • June 2006

Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
This page intentionally left blank
Cherry Avenue Warehouse Mobile Source Health Risk Assessment 14715-02 HRA Report
APPENDIX 2.1:

CALEEMOD OUTPUTS

Cherry Avenue Warehouse (Construction - Unmitigated)
Los Angeles-South Coast County, Summer
Project Characteristics -
Land Use - Total Project area is 14.16 acres
Construction Phase - Construction anticipated to begin in January 2023 and end January 2024 Off-road Equipment - Hours are based on an 8-hour workday Off-road Equipment - Hours are based on an 8-hour workday Off-road Equipment - Project will require crushing activities Off-road Equipment - Crawler Tractors used in lieu of Tractors/Loaders/Backhoes Off-road Equipment -
Off-road Equipment - Crawler Tractors used in lieu of Tractors/Loaders/Backhoes

1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Refrigerated Warehouse-No Rail

45.60 1000sqft

1.05 45,596.00
0 Unrefrigerated Warehouse-No Rail
258.38
1000sqft

5.93 258,376.00
0 Other Asphalt Surfaces
261.15
1000sqft

6.00 261,149.00
0 Parking Lot
338.00
Space

1.18 51,714.00
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
2024
Operational Year
CO2 Intensity
(lb/MWhr)
390.98

0.033
CH4 Intensity
(lb/MWhr)

0.004
N2O Intensity
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 1 of 35 ends

Cherry Avenue Warehouse (Construction - Unmitigated) - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

50.00 tblArchitecturalCoating
EF_Nonresidential_Interior
100.00

50.00 tblConstructionPhase
NumDays

20.00 25.00
tblConstructionPhase
NumDays

30.00 35.00
tblConstructionPhase
NumDays
300.00
191.00
tblConstructionPhase
NumDays

20.00 40.00
tblEnergyUse
LightingElect

0.35 0.00
tblEnergyUse
LightingElect

2.73 0.00
tblEnergyUse
LightingElect

1.91 0.00
tblEnergyUse
NT24E

13.61 0.00
tblEnergyUse
NT24E

1.34 0.00
tblEnergyUse
NT24NG

0.09 0.00
tblEnergyUse
NT24NG

0.03 0.00
tblEnergyUse
T24E

0.37 0.00
tblEnergyUse
T24E

0.58 0.00
tblEnergyUse
T24NG

0.93 0.00
tblEnergyUse
T24NG

0.83 0.00
tblLandUse
LandUseSquareFeet
135,200.00
51,714.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 2 of 35 ends

tblLandUse
LotAcreage

3.04 1.18
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

4.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

2.00 0.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 2.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 5.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 2.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 5.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

1.00 2.00
tblOffRoadEquipment
UsageHours

6.00 8.00
tblOffRoadEquipment
UsageHours

7.00 8.00
tblOffRoadEquipment
UsageHours

8.00 4.00
tblOffRoadEquipment
UsageHours

7.00 8.00
tblSolidWaste
SolidWasteGenerationRate

42.86 0.00
tblSolidWaste
SolidWasteGenerationRate
242.88

0.00 tblTripsAndVMT
HaulingTripNumber
1,730.00

0.00 tblTripsAndVMT
VendorTripNumber

0.00 10.00
tblTripsAndVMT
VendorTripNumber

0.00 4.00
tblTripsAndVMT
VendorTripNumber

0.00 14.00
tblTripsAndVMT
VendorTripNumber
101.00

74.00 tblVehicleTrips
CC_TL

8.40 0.00
tblVehicleTrips
CC_TL

8.40 0.00
tblVehicleTrips
CNW_TL

6.90 0.00
tblVehicleTrips
CNW_TL

6.90 0.00
tblVehicleTrips
CNW_TTP

41.00 0.00
tblVehicleTrips
CNW_TTP

41.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 3 of 35 ends

2.0 Emissions Summary
tblVehicleTrips
CW_TL

16.60 0.00
tblVehicleTrips
CW_TL

16.60 0.00
tblVehicleTrips
CW_TTP

59.00 0.00
tblVehicleTrips
CW_TTP

59.00 0.00
tblVehicleTrips
DV_TP

5.00 0.00
tblVehicleTrips
DV_TP

5.00 0.00
tblVehicleTrips
PB_TP

3.00 0.00
tblVehicleTrips
PB_TP

3.00 0.00
tblVehicleTrips
PR_TP

92.00 0.00
tblVehicleTrips
PR_TP

92.00 0.00
tblVehicleTrips
ST_TR

2.12 0.00
tblVehicleTrips
ST_TR

1.74 0.00
tblVehicleTrips
SU_TR

2.12 0.00
tblVehicleTrips
SU_TR

1.74 0.00
tblVehicleTrips
WD_TR

2.12 0.00
tblVehicleTrips
WD_TR

1.74 0.00
tblWater
IndoorWaterUseRate
10,545,000.00

0.00 tblWater
IndoorWaterUseRate
59,750,375.00

0.00 CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 4 of 35 ends

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
2023

43.8483

43.8767

61.1250

0.1258

22.0048

2.0019

23.7645

10.3922

1.8792

12.0112

0.0000
12,351.88
39 12,351.88
39 2.0569

0.2883
12,489.22
62 2024

43.5182

41.1630

60.1432

0.1247

4.1179

1.7805

5.8984

1.1029

1.6704

2.7733

0.0000
12,238.11
06 12,238.11
06 2.0409

0.2801
12,372.59
61 Maximum

43.8483

43.8767

61.1250

0.1258

22.0048

2.0019

23.7645

10.3922

1.8792

12.0112

0.0000
12,351.88
39 12,351.88
39 2.0569

0.2883
12,489.22
62 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
2023

43.8483

43.8767

61.1250

0.1258

8.7202

2.0019

10.4799

4.0900

1.8792

5.7090

0.0000
12,351.88
39 12,351.88
39 2.0569

0.2883
12,489.22
62 2024

43.5182

41.1630

60.1432

0.1247

4.1179

1.7805

5.8984

1.1029

1.6704

2.7733

0.0000
12,238.11
06 12,238.11
06 2.0409

0.2801
12,372.59
61 Maximum

43.8483

43.8767

61.1250

0.1258

8.7202

2.0019

10.4799

4.0900

1.8792

5.7090

0.0000
12,351.88
39 12,351.88
39 2.0569

0.2883
12,489.22
62 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 5 of 35 ends

ROG
NOx
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

50.85 0.00

44.79 54.83

0.00 42.63

0.00 0.00

0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 6 of 35 ends

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

6.9338

8.4000e-
004

0.0921

1.0000e-
005

3.3000e-
004

0.1977

5.2000e-
004

0.2106
Energy

0.0000

0.0000
Mobile

0.0000

0.0000
Total

6.9338

8.4000e-
004

0.0921

1.0000e-
005

0.0000

3.3000e-
004

0.0000

3.3000e-
004

0.1977

5.2000e-
004

0.0000

0.2106
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

6.9338

8.4000e-
004

0.0921

1.0000e-
005

3.3000e-
004

0.1977

5.2000e-
004

0.2106
Energy

0.0000

0.0000
Mobile

0.0000

0.0000
Total

6.9338

8.4000e-
004

0.0921

1.0000e-
005

0.0000

3.3000e-
004

0.0000

3.3000e-
004

0.1977

5.2000e-
004

0.0000

0.2106
Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 7 of 35 ends

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/Crushing
Demolition
1/15/2023
2/17/2023
5 25
2 Site Preparation
Site Preparation
2/18/2023
3/3/2023
5 10
3 Grading
Grading
3/4/2023
4/21/2023
5 35
4 Building Construction
Building Construction
4/22/2023
1/15/2024
5 191
5 Paving
Paving
12/19/2023
1/15/2024
5 20
6 Architectural Coating
Architectural Coating
11/21/2023
1/15/2024
5 40
OffRoad Equipment
Phase Name
Offroad Equipment Type
Amount
Usage Hours
Horse Power
Load Factor
Demolition/Crushing
Concrete/Industrial Saws
1 8.00
81 0.73
Demolition/Crushing
Crushing/Proc. Equipment
1 8.00
85 0.78
Demolition/Crushing
Excavators
3 8.00
158

0.38 Demolition/Crushing
Rubber Tired Dozers
2 8.00
247

0.40 Site Preparation
Crawler Tractors
4 8.00
212

0.43 ROG
NOx
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
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 455,958; Non-Residential Outdoor: 151,986; Striped Parking Area:
18,772 (Architectural Coating
–
sqft)
Acres of Grading (Site Preparation Phase): 35
Acres of Grading (Grading Phase): 105
Acres of Paving: 7.18
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 8 of 35 ends

3.1 Mitigation Measures Construction
Site Preparation
Rubber Tired Dozers
3 8.00
247

0.40 Site Preparation
Tractors/Loaders/Backhoes
0 8.00
97 0.37
Grading
Crawler Tractors
2 8.00
212

0.43 Grading
Excavators
2 8.00
158

0.38 Grading
Graders
1 8.00
187

0.41 Grading
Rubber Tired Dozers
1 8.00
247

0.40 Grading
Scrapers
2 4.00
367

0.48 Grading
Tractors/Loaders/Backhoes
0 8.00
97 0.37
Building Construction
Cranes
2 8.00
231

0.29 Building Construction
Forklifts
5 8.00
89 0.20
Building Construction
Generator Sets
2 8.00
84 0.74
Building Construction
Tractors/Loaders/Backhoes
5 8.00
97 0.37
Building Construction
Welders
2 8.00
46 0.45
Paving
Pavers
2 8.00
130

0.42 Paving
Paving Equipment
2 8.00
132

10.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Site Preparation
7 18.00

4.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Grading
8 20.00

14.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Building Construction
16 259.00

74.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Paving
6 15.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Architectural Coating
1 52.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 9 of 35 ends

3.2 Demolition/Crushing - 2023
ROG
NOx
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

14.9793

0.0000

14.9793

2.2680

0.0000

2.2680

0.0000

0.0000
Off-Road

2.7193

24.4686

23.9699

0.0459

1.1519

1.0823

1.0823
4,411.514
1 4,411.514
1 1.0891
4,438.742
3 Total

2.7193

24.4686

23.9699

0.0459

14.9793

1.1519

16.1312

2.2680

1.0823

3.3503
4,411.514
1 4,411.514
1 1.0891
4,438.742
3 Unmitigated Construction On-Site
Water Exposed Area
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 10 of 35 ends

3.2 Demolition/Crushing - 2023
ROG
NOx
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
Vendor

0.0115

0.3838

0.1487

1.8600e-
003

0.0641

1.9300e-
003

0.0660

0.0184

1.8500e-
003

0.0203
200.2825
200.2825

6.7100e-
003

0.0288
209.0311
Worker

0.0576

0.0402

0.6505

1.7800e-
003

0.2012

1.2100e-
003

0.2024

0.0534

1.1100e-
003

0.0545
180.0136
180.0136

4.5400e-
003

4.1500e-
003
181.3650
Total

0.0691

0.4240

0.7992

3.6400e-
003

0.2653

3.1400e-
003

0.2684

0.0718

2.9600e-
003

0.0748
380.2960
380.2960

0.0113

0.0329
390.3961
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

5.8419

0.0000

5.8419

0.8845

0.0000

0.8845

0.0000

0.0000
Off-Road

2.7193

24.4686

23.9699

0.0459

1.1519

1.0823

0.0000
4,411.514
1 4,411.514
1 1.0891
4,438.742
3 Total

2.7193

24.4686

23.9699

0.0459

5.8419

1.1519

6.9938

0.8845

1.0823

1.9669

0.0000
4,411.514
1 4,411.514
1 1.0891
4,438.742
3 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 11 of 35 ends

3.2 Demolition/Crushing - 2023
ROG
NOx
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
Vendor

0.0115

0.3838

0.1487

1.8600e-
003

0.0641

1.9300e-
003

0.0660

0.0184

1.8500e-
003

0.0203
200.2825
200.2825

6.7100e-
003

0.0288
209.0311
Worker

0.0576

0.0402

0.6505

1.7800e-
003

0.2012

1.2100e-
003

0.2024

0.0534

1.1100e-
003

0.0545
180.0136
180.0136

4.5400e-
003

4.1500e-
003
181.3650
Total

0.0691

0.4240

0.7992

3.6400e-
003

0.2653

3.1400e-
003

0.2684

0.0718

2.9600e-
003

0.0748
380.2960
380.2960

0.0113

0.0329
390.3961
Mitigated Construction Off-Site

3.3 Site Preparation - 2023
ROG
NOx
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

21.7780

0.0000

21.7780

10.3315

0.0000

10.3315

0.0000

0.0000
Off-Road

3.8307

41.8798

18.2937

0.0569

1.7577

1.6171

1.6171
5,514.089
1 5,514.089
1 1.7834
5,558.673
3 Total

3.8307

41.8798

18.2937

0.0569

21.7780

1.7577

23.5357

10.3315

1.6171

11.9486
5,514.089
1 5,514.089
1 1.7834
5,558.673
3 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 12 of 35 ends

3.3 Site Preparation - 2023
ROG
NOx
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
Vendor

4.6100e-
003

0.1535

0.0595

7.4000e-
004

0.0256

7.7000e-
004

0.0264

7.3800e-
003

7.4000e-
004

8.1200e-
003

80.1130

2.6800e-
003

0.0115

83.6124
Worker

0.0576

0.0402

0.6505

1.7800e-
003

0.2012

1.2100e-
003

0.2024

0.0534

1.1100e-
003

0.0545
180.0136
180.0136

4.5400e-
003

4.1500e-
003
181.3650
Total

0.0622

0.1937

0.7100

2.5200e-
003

0.2268

1.9800e-
003

0.2288

0.0607

1.8500e-
003

0.0626
260.1266
260.1266

7.2200e-
003

0.0157
264.9775
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

8.4934

0.0000

8.4934

4.0293

0.0000

4.0293

0.0000

0.0000
Off-Road

3.8307

41.8798

18.2937

0.0569

1.7577

1.6171

0.0000
5,514.089
1 5,514.089
1 1.7834
5,558.673
3 Total

3.8307

41.8798

18.2937

0.0569

8.4934

1.7577

10.2511

4.0293

1.6171

5.6464

0.0000
5,514.089
1 5,514.089
1 1.7834
5,558.673
3 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 13 of 35 ends

3.3 Site Preparation - 2023
ROG
NOx
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
Vendor

4.6100e-
003

0.1535

0.0595

7.4000e-
004

0.0256

7.7000e-
004

0.0264

7.3800e-
003

7.4000e-
004

8.1200e-
003

80.1130

2.6800e-
003

0.0115

83.6124
Worker

0.0576

0.0402

0.6505

1.7800e-
003

0.2012

1.2100e-
003

0.2024

0.0534

1.1100e-
003

0.0545
180.0136
180.0136

4.5400e-
003

4.1500e-
003
181.3650
Total

0.0622

0.1937

0.7100

2.5200e-
003

0.2268

1.9800e-
003

0.2288

0.0607

1.8500e-
003

0.0626
260.1266
260.1266

7.2200e-
003

0.0157
264.9775
Mitigated Construction Off-Site

3.4 Grading - 2023
ROG
NOx
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

9.2036

0.0000

9.2036

3.6538

0.0000

3.6538

0.0000

0.0000
Off-Road

3.1206

33.4100

21.9388

0.0563

1.3456

1.2379

1.2379
5,454.739
4 5,454.739
4 1.7642
5,498.843
7 Total

3.1206

33.4100

21.9388

0.0563

9.2036

1.3456

10.5491

3.6538

1.2379

4.8917
5,454.739
4 5,454.739
4 1.7642
5,498.843
7 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 14 of 35 ends

3.4 Grading - 2023
ROG
NOx
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
Vendor

0.0161

0.5374

0.2082

2.6100e-
003

0.0897

2.7000e-
003

0.0924

0.0258

2.5800e-
003

0.0284
280.3955
280.3955

9.4000e-
003

0.0403
292.6436
Worker

0.0640

0.0446

0.7228

1.9800e-
003

0.2236

1.3400e-
003

0.2249

0.0593

1.2400e-
003

0.0605
200.0151
200.0151

5.0400e-
003

4.6200e-
003
201.5167
Total

0.0801

0.5820

0.9310

4.5900e-
003

0.3132

4.0400e-
003

0.3173

0.0851

3.8200e-
003

0.0889
480.4105
480.4105

0.0144

0.0449
494.1602
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

3.5894

0.0000

3.5894

1.4250

0.0000

1.4250

0.0000

0.0000
Off-Road

3.1206

33.4100

21.9388

0.0563

1.3456

1.2379

0.0000
5,454.739
4 5,454.739
4 1.7642
5,498.843
7 Total

3.1206

33.4100

21.9388

0.0563

3.5894

1.3456

4.9350

1.4250

1.2379

2.6629

0.0000
5,454.739
4 5,454.739
4 1.7642
5,498.843
7 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 4/28/2022 3:13 PM

Page 15 of 35 ends

Long Beach City CouncilApril 18, 2023

Long Beach City Council
April 18, 2023