5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.
5.5. Architectural Coatings
Phase Name Residential Interior Area
Coated (sq ft)
Residential Exterior Area
Coated (sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 0.00 0.00 131,550 43,850 37,139
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation — — 45.0 0.00 —
Grading — — 90.0 0.00 —
Paving 0.00 0.00 0.00 0.00 14.2
5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 2 61% 61%
5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Unrefrigerated Warehouse-No Rail 0.00 0%
General Office Building 0.00 0%
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Automobile Care Center 0.00 0%
Parking Lot 13.2 100%
Other Asphalt Surfaces 1.00 100%
5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2023 0.00 204 0.03 < 0.005
2024 0.00 204 0.03 < 0.005
5.9. Operational Mobile Sources
5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Unrefrigerated
Warehouse-No Rail
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
General Office
Building
180 180 4.69 56,559 90.0 90.0 2.34 28,279
Automobile Care
Center
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Other Asphalt
Surfaces
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5.10. Operational Area Sources
5.10.1. Hearths
5.10.1.1. Unmitigated
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5.10.2. Architectural Coatings
Residential Interior Area Coated (sq
ft)
Residential Exterior Area Coated (sq
ft)
Non-Residential Interior Area Coated
(sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
0 0.00 131,550 43,850 37,139
5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180
5.11. Operational Energy Consumption
5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Unrefrigerated Warehouse-No
Rail
741,047 204 0.0330 0.0040 368,056
General Office Building 157,091 204 0.0330 0.0040 267,592 Automobile Care Center 142,370 204 0.0330 0.0040 491,668 Parking Lot 504,075 204 0.0330 0.0040 0.00
Other Asphalt Surfaces 0.00 204 0.0330 0.0040 0.00
5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Unrefrigerated Warehouse-No Rail 15,956,250 113,661
General Office Building 1,190,816 11,037
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Automobile Care Center 1,128,973 19,767
Parking Lot 0.00 947,878
Other Asphalt Surfaces 0.00 0.00
5.13. Operational Waste Generation
5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Unrefrigerated Warehouse-No Rail 64.9 —
General Office Building 6.23 —
Automobile Care Center 45.8 —
Parking Lot 0.00 —
Other Asphalt Surfaces 0.00 —
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced General Office
Building
Household
refrigerators and/or
freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office
Building
Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Automobile Care
Center
Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Automobile Care
Center
Supermarket
refrigeration and
condensing units
R-404A 3,922 26.5 16.5 16.5 18.0
5.15. Operational Off-Road Equipment
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5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Other Material Handling
Equipment
Diesel Average 3.00 8.00 93.0 0.40
5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor
5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr) Daily Heat Input (MMBtu/day) Annual Heat Input (MMBtu/yr)
5.17. User Defined
Equipment Type Fuel Type
— —
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
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Biomass Cover Type Initial Acres Final Acres
5.18.2. Sequestration
5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
8. User Changes to Default Data
Screen Justification
Construction: Construction Phases Earliest anticipated construction schedule per applicant: July 2023 – July 2024 Construction: Off-Road Equipment The horsepower hours for select pieces of equipment were increased to match the default values from CalEEMod 2020 to provide a conservative estimate of emissions.
Overall equipment HP usage hours for tractors/loaders/backhoes during the building construction phase were increased to match default usage hours, as the default construction schedule was reduced.
Operations: Vehicle Data 180 passenger vehicles weekdays and Saturday based on project-specific traffic data (90 entering and 90 exiting)
Localized run - adjusted operational trip lengths to 0.5 mile to represent on-site and localized emissions only
Operations: Fleet Mix Passenger vehicles only (trucks assessed in a separate run) Construction: Trips and VMT Localized run - adjusted off-site construction trip lengths to 0.5 mile to represent on-site and localized emissions only
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Truck Only Operations - Localized Analysis Custom Report Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
1.3. User-Selected Emission Reduction Measures by Emissions Sector
2. Emissions Summary
2.5. Operations Emissions by Sector, Unmitigated
4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
5. Activity Data
5.9. Operational Mobile Sources
5.9.1. Unmitigated
8. User Changes to Default Data
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name Truck Only Operations - Localized Analysis Operational Year 2024
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.70
Precipitation (days) 25.4
Location 36.687961, -119.784008
County Fresno
City Unincorporated
Air District San Joaquin Valley APCD
Air Basin San Joaquin Valley
TAZ 2490
EDFZ 5
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.28
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
User Defined
Industrial
1.00 User Defined Unit 0.00 0.00 0.00 — — Truck only run 161
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1.3. User-Selected Emission Reduction Measures by Emissions Sector No measures selected
2. Emissions Summary
2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 0.14 0.10 2.16 1.46 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 450 450 0.03 0.07 0.54 472 Area 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Water — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Waste — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Total 0.14 0.10 2.16 1.46 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 0.00 450 450 0.03 0.07 0.54 472 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 0.13 0.09 2.30 1.50 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 455 455 0.03 0.07 0.01 478 Area 0.00 0.00 — — — — — — — — — — — — — — — —
Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Water — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Waste — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Total 0.13 0.09 2.30 1.50 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 0.00 455 455 0.03 0.07 0.01 478 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 0.14 0.10 2.22 1.48 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 452 452 0.03 0.07 0.23 474 Area 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 162
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Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Water — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Waste — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Total 0.14 0.10 2.22 1.48 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 0.00 452 452 0.03 0.07 0.23 474 Annual — — — — — — — — — — — — — — — — — —
Mobile 0.03 0.02 0.41 0.27 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 74.8 74.8 0.01 0.01 0.04 78.5 Area 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Water — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Waste — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Total 0.03 0.02 0.41 0.27 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 0.00 74.8 74.8 0.01 0.01 0.04 78.5
4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
User
Defined
Industrial
0.14 0.10 2.16 1.46 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 450 450 0.03 0.07 0.54 472 Total 0.14 0.10 2.16 1.46 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 450 450 0.03 0.07 0.54 472 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
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User 0.13 0.09 2.30 1.50 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 455 455 0.03 0.07 0.01 478 Defined
Industrial
Total 0.13 0.09 2.30 1.50 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 455 455 0.03 0.07 0.01 478 Annual — — — — — — — — — — — — — — — — — —
User
Defined
Industrial
0.03 0.02 0.41 0.27 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 74.8 74.8 0.01 0.01 0.04 78.5 Total 0.03 0.02 0.41 0.27 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 74.8 74.8 0.01 0.01 0.04 78.5
5. Activity Data
5.9. Operational Mobile Sources
5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year User Defined
Industrial
126 126 126 45,990 63.0 63.0 63.0 22,995
8. User Changes to Default Data
Screen Justification
Construction: Construction Phases Truck only run – zeroed out construction only parameters Operations: Vehicle Data 126 truck trips per day (63 entering and 63 exiting) Localized run - adjusted operational trip lengths to 0.5 mile to represent on-site and localized emissions only
Operations: Fleet Mix 100% HHD truck fleet for truck only run 164
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Central Transport - Mitigated Construction (Tier 4 Scenario) Custom Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
1.3. User-Selected Emission Reduction Measures by Emissions Sector
2. Emissions Summary
2.2. Construction Emissions by Year, Unmitigated
2.3. Construction Emissions by Year, Mitigated
3. Construction Emissions Details
3.1. Site Preparation (2023) - Unmitigated
3.2. Site Preparation (2023) - Mitigated
3.3. Grading (2023) - Unmitigated
3.4. Grading (2023) - Mitigated
3.5. Building Construction (2023) - Unmitigated
3.6. Building Construction (2023) - Mitigated
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3.7. Building Construction (2024) - Unmitigated
3.8. Building Construction (2024) - Mitigated
3.9. Paving (2023) - Unmitigated
3.10. Paving (2023) - Mitigated
3.11. Architectural Coating (2024) - Unmitigated
3.12. Architectural Coating (2024) - Mitigated
5. Activity Data
5.1. Construction Schedule
5.2. Off-Road Equipment
5.2.1. Unmitigated
5.2.2. Mitigated
5.3. Construction Vehicles
5.3.1. Unmitigated
5.3.2. Mitigated
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
5.5. Architectural Coatings
5.6. Dust Mitigation
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5.6.1. Construction Earthmoving Activities
5.6.2. Construction Earthmoving Control Strategies
5.7. Construction Paving
5.8. Construction Electricity Consumption and Emissions Factors
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.2. Sequestration
5.18.2.1. Unmitigated
5.18.2.2. Mitigated
8. User Changes to Default Data
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name Central Transport - Mitigated Construction (Tier 4 Scenario) Construction Start Date 7/1/2023
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.70
Precipitation (days) 25.4
Location 36.687961, -119.784008
County Fresno
City Unincorporated
Air District San Joaquin Valley APCD
Air Basin San Joaquin Valley
TAZ 2490
EDFZ 5
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.28
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
Unrefrigerated
Warehouse-No Rail
69.0 1000sqft 1.58 69,000 8,280 — — Cross-dock transfer platform
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General Office 6.70 1000sqft 0.15 6,700 804 — —
Building
3,200
administrative office
+ 3,500 office
Automobile Care
Center
12.0 1000sqft 0.28 12,000 1,440 — — Maintenance shop
Parking Lot 13.2 Acre 13.2 0.00 69,051 — — Parking and site paving
Other Asphalt
Surfaces
1.00 Acre 1.00 0.00 0.00 — — One (1) additional
acre added to
account for off-site
improvements
1.3. User-Selected Emission Reduction Measures by Emissions Sector Sector # Measure Title
Construction C-5 Use Advanced Engine Tiers
2. Emissions Summary
2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2023 5.23 4.41 42.3 42.1 0.08 1.83 8.54 10.3 1.68 4.05 5.71 — 8,410 8,410 0.34 0.08 1.51 8,445 2024 29.1 29.1 11.8 15.2 0.03 0.50 0.38 0.89 0.46 0.09 0.56 — 3,108 3,108 0.12 0.09 2.33 3,139 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2023 4.34 3.94 18.9 26.1 0.04 0.95 1.01 1.96 0.87 0.14 1.01 — 4,342 4,342 0.18 0.09 0.06 4,365 2024 1.62 1.36 11.9 14.8 0.03 0.50 0.38 0.89 0.46 0.09 0.56 — 3,072 3,072 0.11 0.09 0.06 3,101 169
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Average — — — — — — — — — — — — — — — — — —
Daily
2023 1.29 1.10 9.47 9.89 0.02 0.43 1.17 1.60 0.39 0.48 0.87 — 1,794 1,794 0.07 0.03 0.25 1,804 2024 2.18 2.09 4.35 5.45 0.01 0.18 0.14 0.32 0.17 0.03 0.20 — 1,126 1,126 0.04 0.03 0.37 1,137 Annual — — — — — — — — — — — — — — — — — —
2023 0.24 0.20 1.73 1.80 < 0.005 0.08 0.21 0.29 0.07 0.09 0.16 — 297 297 0.01 < 0.005 0.04 299 2024 0.40 0.38 0.79 0.99 < 0.005 0.03 0.03 0.06 0.03 0.01 0.04 — 186 186 0.01 0.01 0.06 188
2.3. Construction Emissions by Year, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2023 2.64 2.63 25.7 47.5 0.08 0.21 8.54 8.64 0.21 4.05 4.15 — 8,410 8,410 0.34 0.08 1.51 8,445 2024 29.1 29.1 9.87 17.1 0.03 0.13 0.38 0.51 0.12 0.09 0.21 — 3,108 3,108 0.12 0.09 2.33 3,139 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2023 2.63 2.60 17.6 29.4 0.04 0.13 1.01 1.14 0.13 0.14 0.27 — 4,342 4,342 0.18 0.09 0.06 4,365 2024 0.82 0.73 9.94 16.7 0.03 0.13 0.38 0.51 0.12 0.09 0.21 — 3,072 3,072 0.11 0.09 0.06 3,101 Average
Daily
— — — — — — — — — — — — — — — — — —
2023 0.42 0.40 5.65 10.2 0.02 0.05 1.17 1.22 0.05 0.48 0.53 — 1,794 1,794 0.07 0.03 0.25 1,804 2024 1.89 1.86 3.64 6.13 0.01 0.05 0.14 0.19 0.04 0.03 0.08 — 1,126 1,126 0.04 0.03 0.37 1,137 Annual — — — — — — — — — — — — — — — — — —
2023 0.08 0.07 1.03 1.86 < 0.005 0.01 0.21 0.22 0.01 0.09 0.10 — 297 297 0.01 < 0.005 0.04 299 2024 0.35 0.34 0.66 1.12 < 0.005 0.01 0.03 0.03 0.01 0.01 0.01 — 186 186 0.01 0.01 0.06 188 170
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3. Construction Emissions Details
3.1. Site Preparation (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
4.70 3.95 39.7 35.5 0.05 1.81 — 1.81 1.66 — 1.66 — 5,295 5,295 0.21 0.04 — 5,314 Dust
From
Material
Movement
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.39 0.32 3.27 2.92 < 0.005 0.15 — 0.15 0.14 — 0.14 — 435 435 0.02 < 0.005 — 437 Dust
From
Material
Movement
— — — — — — 0.63 0.63 — 0.32 0.32 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — — 171
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Off-Roa
Equipment
0.07 0.06 0.60 0.53 < 0.005 0.03 — 0.03 0.02 — 0.02 — 72.1 72.1 < 0.005 < 0.005 — 72.3 Dust
From
Material
Movement
— — — — — — 0.11 0.11 — 0.06 0.06 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.10 0.09 0.06 1.07 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 162 162 0.01 0.01 0.71 165 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.07 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 12.3 12.3 < 0.005 < 0.005 0.02 12.4 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.03 2.03 < 0.005 < 0.005 < 0.005 2.06 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.2. Site Preparation (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — — 172
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.64 0.64 14.7 28.3 0.05 0.10 — 0.10 0.10 — 0.10 — 5,295 5,295 0.21 0.04 — 5,314 Dust
From
Material
Movement
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.05 0.05 1.21 2.33 < 0.005 0.01 — 0.01 0.01 — 0.01 — 435 435 0.02 < 0.005 — 437 Dust
From
Material
Movement
— — — — — — 0.63 0.63 — 0.32 0.32 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.01 0.01 0.22 0.42 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 72.1 72.1 < 0.005 < 0.005 — 72.3 Dust
From
Material
Movement
— — — — — — 0.11 0.11 — 0.06 0.06 — — — — — — —
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Onsite < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 truck
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.10 0.09 0.06 1.07 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 162 162 0.01 0.01 0.71 165 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.07 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 12.3 12.3 < 0.005 < 0.005 0.02 12.4 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.03 2.03 < 0.005 < 0.005 < 0.005 2.06 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.3. Grading (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
174
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Off-Roa 5.07 4.26 42.1 40.4 0.07 1.83 — 1.83 1.68 — 1.68 — 8,094 8,094 0.33 0.07 — 8,122 d
Equipm
ent
Dust
From
Material
Movement
— — — — — — 3.59 3.59 — 1.42 1.42 — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.42 0.35 3.46 3.32 0.01 0.15 — 0.15 0.14 — 0.14 — 665 665 0.03 0.01 — 668 Dust
From
Material
Movement
— — — — — — 0.30 0.30 — 0.12 0.12 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.08 0.06 0.63 0.61 < 0.005 0.03 — 0.03 0.03 — 0.03 — 110 110 < 0.005 < 0.005 — 111 Dust
From
Material
Movement
— — — — — — 0.05 0.05 — 0.02 0.02 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 Offsite — — — — — — — — — — — — — — — — — —
175
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.15 0.10 1.68 0.00 0.00 0.22 0.22 0.00 0.05 0.05 — 255 255 0.01 0.01 1.11 260 Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.02 < 0.005 < 0.005 < 0.005 — 55.4 55.4 < 0.005 0.01 0.15 58.0 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 19.3 19.3 < 0.005 < 0.005 0.04 19.6 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 4.55 4.55 < 0.005 < 0.005 0.01 4.76 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.19 3.19 < 0.005 < 0.005 0.01 3.24 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.75 0.75 < 0.005 < 0.005 < 0.005 0.79 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.4. Grading (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.03 1.03 25.5 45.8 0.07 0.21 — 0.21 0.21 — 0.21 — 8,094 8,094 0.33 0.07 — 8,122 176
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Dust — — — — — — 3.59 3.59 — 1.42 1.42 — — — — — — —
From
Material
Movement
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.08 0.08 2.10 3.77 0.01 0.02 — 0.02 0.02 — 0.02 — 665 665 0.03 0.01 — 668 Dust
From
Material
Movement
— — — — — — 0.30 0.30 — 0.12 0.12 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.02 0.02 0.38 0.69 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 110 110 < 0.005 < 0.005 — 111 Dust
From
Material
Movement
— — — — — — 0.05 0.05 — 0.02 0.02 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.15 0.10 1.68 0.00 0.00 0.22 0.22 0.00 0.05 0.05 — 255 255 0.01 0.01 1.11 260 177
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Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.02 < 0.005 < 0.005 < 0.005 — 55.4 55.4 < 0.005 0.01 0.15 58.0 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 19.3 19.3 < 0.005 < 0.005 0.04 19.6 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 4.55 4.55 < 0.005 < 0.005 0.01 4.76 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.19 3.19 < 0.005 < 0.005 0.01 3.24 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.75 0.75 < 0.005 < 0.005 < 0.005 0.79 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.5. Building Construction (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.50 1.26 11.8 13.2 0.02 0.55 — 0.55 0.51 — 0.51 — 2,397 2,397 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 178
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Average — — — — — — — — — — — — — — — — — —
Daily
Off-Roa
d
Equipm
ent
0.20 0.17 1.59 1.78 < 0.005 0.07 — 0.07 0.07 — 0.07 — 324 324 0.01 < 0.005 — 325 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.04 0.03 0.29 0.32 < 0.005 0.01 — 0.01 0.01 — 0.01 — 53.6 53.6 < 0.005 < 0.005 — 53.8 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.15 0.16 1.61 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 287 287 0.02 0.01 0.04 291 Vendor 0.02 0.02 0.56 0.20 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 398 398 0.01 0.06 0.03 416 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.23 0.00 0.00 0.04 0.04 0.00 0.01 0.01 — 40.2 40.2 < 0.005 < 0.005 0.08 40.8 Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 53.7 53.7 < 0.005 0.01 0.06 56.2 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 6.66 6.66 < 0.005 < 0.005 0.01 6.76 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 8.90 8.90 < 0.005 < 0.005 0.01 9.31 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 179
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3.6. Building Construction (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.66 0.59 9.30 15.0 0.02 0.13 — 0.13 0.12 — 0.12 — 2,397 2,397 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.09 0.08 1.26 2.03 < 0.005 0.02 — 0.02 0.02 — 0.02 — 324 324 0.01 < 0.005 — 325 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.02 0.01 0.23 0.37 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 53.6 53.6 < 0.005 < 0.005 — 53.8 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
180
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.15 0.16 1.61 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 287 287 0.02 0.01 0.04 291 Vendor 0.02 0.02 0.56 0.20 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 398 398 0.01 0.06 0.03 416 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.23 0.00 0.00 0.04 0.04 0.00 0.01 0.01 — 40.2 40.2 < 0.005 < 0.005 0.08 40.8 Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 53.7 53.7 < 0.005 0.01 0.06 56.2 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 6.66 6.66 < 0.005 < 0.005 0.01 6.76 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 8.90 8.90 < 0.005 < 0.005 0.01 9.31 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.7. Building Construction (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.44 1.20 11.2 13.1 0.02 0.50 — 0.50 0.46 — 0.46 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
181
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Off-Roa
Equipment
1.44 1.20 11.2 13.1 0.02 0.50 — 0.50 0.46 — 0.46 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.52 0.44 4.06 4.75 0.01 0.18 — 0.18 0.17 — 0.17 — 868 868 0.04 0.01 — 871 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.09 0.08 0.74 0.87 < 0.005 0.03 — 0.03 0.03 — 0.03 — 144 144 0.01 < 0.005 — 144 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.17 0.12 1.95 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 318 318 0.02 0.01 1.28 323 Vendor 0.02 0.01 0.50 0.18 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 1.05 410 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.16 0.14 0.15 1.47 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 282 282 0.01 0.01 0.03 285 Vendor 0.02 0.01 0.53 0.19 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 0.03 409 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
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Worker 0.06 0.05 0.05 0.56 0.00 0.00 0.10 0.10 0.00 0.02 0.02 — 106 106 0.01 < 0.005 0.20 107 Vendor 0.01 < 0.005 0.19 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 142 142 < 0.005 0.02 0.16 148 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.10 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 17.5 17.5 < 0.005 < 0.005 0.03 17.8 Vendor < 0.005 < 0.005 0.03 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 23.5 23.5 < 0.005 < 0.005 0.03 24.6 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.8. Building Construction (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.64 0.58 9.26 15.0 0.02 0.12 — 0.12 0.11 — 0.11 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.64 0.58 9.26 15.0 0.02 0.12 — 0.12 0.11 — 0.11 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
183
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Off-Roa 0.23 0.21 3.35 5.43 0.01 0.04 — 0.04 0.04 — 0.04 — 868 868 0.04 0.01 — 871 d
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.04 0.04 0.61 0.99 < 0.005 0.01 — 0.01 0.01 — 0.01 — 144 144 0.01 < 0.005 — 144 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.17 0.12 1.95 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 318 318 0.02 0.01 1.28 323 Vendor 0.02 0.01 0.50 0.18 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 1.05 410 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.16 0.14 0.15 1.47 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 282 282 0.01 0.01 0.03 285 Vendor 0.02 0.01 0.53 0.19 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 0.03 409 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.06 0.05 0.05 0.56 0.00 0.00 0.10 0.10 0.00 0.02 0.02 — 106 106 0.01 < 0.005 0.20 107 Vendor 0.01 < 0.005 0.19 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 142 142 < 0.005 0.02 0.16 148 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.10 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 17.5 17.5 < 0.005 < 0.005 0.03 17.8 Vendor < 0.005 < 0.005 0.03 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 23.5 23.5 < 0.005 < 0.005 0.03 24.6 184
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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.9. Paving (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
2.32 1.95 18.5 24.7 0.04 0.95 — 0.95 0.87 — 0.87 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
2.32 1.95 18.5 24.7 0.04 0.95 — 0.95 0.87 — 0.87 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.60 5.60 < 0.005 < 0.005 < 0.005 5.88 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.13 0.11 1.02 1.35 < 0.005 0.05 — 0.05 0.05 — 0.05 — 218 218 0.01 < 0.005 — 219 Paving 0.10 0.10 — — — — — — — — — — — — — — — —
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Onsite < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.04 0.04 < 0.005 < 0.005 < 0.005 — 0.30 0.30 < 0.005 < 0.005 < 0.005 0.32 truck
Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.02 0.02 0.19 0.25 < 0.005 0.01 — 0.01 0.01 — 0.01 — 36.1 36.1 < 0.005 < 0.005 — 36.2 Paving 0.02 0.02 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.05 0.05 < 0.005 < 0.005 < 0.005 0.05 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.17 0.16 0.11 1.83 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 279 279 0.01 0.01 1.21 283 Vendor 0.01 < 0.005 0.15 0.05 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.29 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.13 0.14 1.38 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 247 247 0.02 0.01 0.03 250 Vendor 0.01 < 0.005 0.16 0.06 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.01 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.08 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 14.0 14.0 < 0.005 < 0.005 0.03 14.2 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 6.07 6.07 < 0.005 < 0.005 0.01 6.35 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.32 2.32 < 0.005 < 0.005 < 0.005 2.35 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 1.00 1.00 < 0.005 < 0.005 < 0.005 1.05 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 186
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3.10. Paving (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.60 0.60 17.3 27.9 0.04 0.13 — 0.13 0.13 — 0.13 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.60 0.60 17.3 27.9 0.04 0.13 — 0.13 0.13 — 0.13 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.60 5.60 < 0.005 < 0.005 < 0.005 5.88 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.03 0.03 0.95 1.53 < 0.005 0.01 — 0.01 0.01 — 0.01 — 218 218 0.01 < 0.005 — 219 Paving 0.10 0.10 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.04 0.04 < 0.005 < 0.005 < 0.005 — 0.30 0.30 < 0.005 < 0.005 < 0.005 0.32 Annual — — — — — — — — — — — — — — — — — —
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Off-Roa
Equipment
0.01 0.01 0.17 0.28 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 36.1 36.1 < 0.005 < 0.005 — 36.2 Paving 0.02 0.02 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.05 0.05 < 0.005 < 0.005 < 0.005 0.05 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.17 0.16 0.11 1.83 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 279 279 0.01 0.01 1.21 283 Vendor 0.01 < 0.005 0.15 0.05 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.29 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.13 0.14 1.38 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 247 247 0.02 0.01 0.03 250 Vendor 0.01 < 0.005 0.16 0.06 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.01 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.08 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 14.0 14.0 < 0.005 < 0.005 0.03 14.2 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 6.07 6.07 < 0.005 < 0.005 0.01 6.35 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.32 2.32 < 0.005 < 0.005 < 0.005 2.35 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 1.00 1.00 < 0.005 < 0.005 < 0.005 1.05 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.11. Architectural Coating (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 188
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Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.17 0.14 0.91 1.15 < 0.005 0.03 — 0.03 0.03 — 0.03 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coating
s
28.9 28.9 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.01 0.01 0.05 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.32 7.32 < 0.005 < 0.005 — 7.34 Architect
ural
Coating
s
1.59 1.59 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.21 1.21 < 0.005 < 0.005 — 1.22 Architect
ural
Coating
s
0.29 0.29 — — — — — — — — — — — — — — — —
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Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.02 0.39 0.00 0.00 0.06 0.06 0.00 0.01 0.01 — 63.6 63.6 < 0.005 < 0.005 0.26 64.6 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.20 3.20 < 0.005 < 0.005 0.01 3.25 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.53 0.53 < 0.005 < 0.005 < 0.005 0.54 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.12. Architectural Coating (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
190
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Off-Roa 0.17 0.14 0.91 1.15 < 0.005 0.03 — 0.03 0.03 — 0.03 — 134 134 0.01 < 0.005 — 134 d
Equipm
ent
Architect
ural
Coating
s
28.9 28.9 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.01 0.01 0.05 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.32 7.32 < 0.005 < 0.005 — 7.34 Architect
ural
Coating
s
1.59 1.59 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.21 1.21 < 0.005 < 0.005 — 1.22 Architect
ural
Coating
s
0.29 0.29 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
191
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.02 0.39 0.00 0.00 0.06 0.06 0.00 0.01 0.01 — 63.6 63.6 < 0.005 < 0.005 0.26 64.6 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.20 3.20 < 0.005 < 0.005 0.01 3.25 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.53 0.53 < 0.005 < 0.005 < 0.005 0.54 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
5. Activity Data
5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Site Preparation Site Preparation 7/1/2023 8/13/2023 5.00 30.0 — Grading Grading 8/14/2023 9/25/2023 5.00 30.0 —
Building Construction Building Construction 10/24/2023 7/3/2024 5.00 182 — Paving Paving 9/26/2023 10/23/2023 5.00 20.0 —
Architectural Coating Architectural Coating 7/4/2024 7/31/2024 5.00 20.0 — 192
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5.2. Off-Road Equipment
5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Rubber Tired Dozers Diesel Average 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Back
hoes
Diesel Average 4.00 8.00 84.0 0.37
Grading Excavators Diesel Average 2.00 8.00 158 0.38
Grading Graders Diesel Average 1.00 8.00 148 0.41
Grading Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40 Grading Scrapers Diesel Average 2.00 8.00 423 0.48
Grading Tractors/Loaders/Back
hoes
Diesel Average 3.00 8.80 84.0 0.37
Grading Excavators Diesel Average 2.00 8.00 36.0 0.38
Building Construction Cranes Diesel Average 1.00 7.00 367 0.29 Building Construction Forklifts Diesel Average 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Back
hoes
Diesel Average 3.00 7.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45 Paving Pavers Diesel Average 2.00 8.00 130 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 132 0.36 Paving Rollers Diesel Average 2.00 8.00 80.0 0.38
Paving Pavers Diesel Average 2.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 89.0 0.36 Paving Rollers Diesel Average 2.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48
5.2.2. Mitigated
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Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Rubber Tired Dozers Diesel Tier 4 Interim 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Back
hoes
Diesel Tier 4 Interim 4.00 8.00 84.0 0.37
Grading Excavators Diesel Tier 4 Interim 2.00 8.00 158 0.38 Grading Graders Diesel Tier 4 Interim 1.00 8.00 148 0.41 Grading Rubber Tired Dozers Diesel Tier 4 Interim 1.00 8.00 367 0.40 Grading Scrapers Diesel Tier 4 Interim 2.00 8.00 423 0.48 Grading Tractors/Loaders/Back
hoes
Diesel Tier 4 Interim 3.00 8.80 84.0 0.37
Grading Excavators Diesel Tier 4 Interim 2.00 8.00 36.0 0.38 Building Construction Cranes Diesel Tier 4 Interim 1.00 7.00 367 0.29 Building Construction Forklifts Diesel Tier 4 Interim 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Back
hoes
Diesel Tier 4 Interim 3.00 7.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45 Paving Pavers Diesel Tier 4 Interim 2.00 8.00 130 0.42
Paving Paving Equipment Diesel Tier 4 Interim 2.00 8.00 132 0.36 Paving Rollers Diesel Tier 4 Interim 2.00 8.00 80.0 0.38 Paving Pavers Diesel Tier 4 Interim 2.00 8.00 81.0 0.42 Paving Paving Equipment Diesel Tier 4 Interim 2.00 8.00 89.0 0.36 Paving Rollers Diesel Tier 4 Interim 2.00 8.00 36.0 0.38 Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48
5.3. Construction Vehicles
5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix 194
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Site Preparation — — — —
Site Preparation Worker 17.5 11.4 LDA,LDT1,LDT2
Site Preparation Vendor — 8.53 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck 2.00 0.25 HHDT
Grading — — — —
Grading Worker 27.5 11.4 LDA,LDT1,LDT2
Grading Vendor 2.00 8.53 HHDT,MHDT
Grading Hauling 0.00 20.0 HHDT
Grading Onsite truck 2.00 0.25 HHDT
Building Construction — — — —
Building Construction Worker 35.0 11.4 LDA,LDT1,LDT2
Building Construction Vendor 14.4 8.53 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 30.0 11.4 LDA,LDT1,LDT2
Paving Vendor 4.00 8.53 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck 2.00 0.25 HHDT
Architectural Coating — — — —
Architectural Coating Worker 6.99 11.4 LDA,LDT1,LDT2
Architectural Coating Vendor — 8.53 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT
5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix 195
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Site Preparation————
Site Preparation Worker 17.5 11.4 LDA,LDT1,LDT2
Site Preparation Vendor— 8.53 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck 2.00 0.25 HHDT
Grading————
Grading Worker 27.5 11.4 LDA,LDT1,LDT2
Grading Vendor 2.00 8.53 HHDT,MHDT
Grading Hauling 0.00 20.0 HHDT
Grading Onsite truck 2.00 0.25 HHDT
Building Construction————
Building Construction Worker 35.0 11.4 LDA,LDT1,LDT2
Building Construction Vendor 14.4 8.53 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck—— HHDT
Paving————
Paving Worker 30.0 11.4 LDA,LDT1,LDT2
Paving Vendor 4.00 8.53 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck 2.00 0.25 HHDT
Architectural Coating————
Architectural Coating Worker 6.99 11.4 LDA,LDT1,LDT2
Architectural Coating Vendor— 8.53 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck—— HHDT
5.4. Vehicles
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5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.
5.5. Architectural Coatings
Phase Name Residential Interior Area
Coated (sq ft)
Residential Exterior Area
Coated (sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 0.00 0.00 131,550 43,850 37,139
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation — — 45.0 0.00 —
Grading — — 90.0 0.00 —
Paving 0.00 0.00 0.00 0.00 14.2
5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 2 61% 61%
5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Unrefrigerated Warehouse-No Rail 0.00 0%
General Office Building 0.00 0%
Automobile Care Center 0.00 0%
Parking Lot 13.2 100%
Other Asphalt Surfaces 1.00 100%
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5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2023 0.00 204 0.03 < 0.005
2024 0.00 204 0.03 < 0.005
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres
5.18.2. Sequestration
5.18.2.1. Unmitigated
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Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
8. User Changes to Default Data
Screen Justification
Construction: Construction Phases Earliest anticipated construction schedule per applicant: July 2023 – July 2024 Construction: Off-Road Equipment The horsepower hours for select pieces of equipment were increased to match the default values from CalEEMod 2020 to provide a conservative estimate of emissions.
Overall equipment HP usage hours for tractors/loaders/backhoes during the building construction phase were increased to match default usage hours, as the default construction schedule was reduced.
Operations: Vehicle Data -
Operations: Fleet Mix -
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Central Transport - Mitigated Construction (Level 3 Filters Scenario) Custom Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
1.3. User-Selected Emission Reduction Measures by Emissions Sector
2. Emissions Summary
2.2. Construction Emissions by Year, Unmitigated
2.3. Construction Emissions by Year, Mitigated
3. Construction Emissions Details
3.1. Site Preparation (2023) - Unmitigated
3.2. Site Preparation (2023) - Mitigated
3.3. Grading (2023) - Unmitigated
3.4. Grading (2023) - Mitigated
3.5. Building Construction (2023) - Unmitigated
3.6. Building Construction (2023) - Mitigated
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3.7. Building Construction (2024) - Unmitigated
3.8. Building Construction (2024) - Mitigated
3.9. Paving (2023) - Unmitigated
3.10. Paving (2023) - Mitigated
3.11. Architectural Coating (2024) - Unmitigated
3.12. Architectural Coating (2024) - Mitigated
5. Activity Data
5.1. Construction Schedule
5.2. Off-Road Equipment
5.2.1. Unmitigated
5.2.2. Mitigated
5.3. Construction Vehicles
5.3.1. Unmitigated
5.3.2. Mitigated
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
5.5. Architectural Coatings
5.6. Dust Mitigation
201
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5.6.1. Construction Earthmoving Activities
5.6.2. Construction Earthmoving Control Strategies
5.7. Construction Paving
5.8. Construction Electricity Consumption and Emissions Factors
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.2. Sequestration
5.18.2.1. Unmitigated
5.18.2.2. Mitigated
8. User Changes to Default Data
202
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name Central Transport - Mitigated Construction (Level 3 Filters Scenario) Construction Start Date 7/1/2023
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.70
Precipitation (days) 25.4
Location 36.687961, -119.784008
County Fresno
City Unincorporated
Air District San Joaquin Valley APCD
Air Basin San Joaquin Valley
TAZ 2490
EDFZ 5
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.28
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
Unrefrigerated
Warehouse-No Rail
69.0 1000sqft 1.58 69,000 8,280 — — Cross-dock transfer platform
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General Office 6.70 1000sqft 0.15 6,700 804 — —
Building
3,200
administrative office
+ 3,500 office
Automobile Care
Center
12.0 1000sqft 0.28 12,000 1,440 — — Maintenance shop
Parking Lot 13.2 Acre 13.2 0.00 69,051 — — Parking and site paving
Other Asphalt
Surfaces
1.00 Acre 1.00 0.00 0.00 — — One (1) additional
acre added to
account for off-site
improvements
1.3. User-Selected Emission Reduction Measures by Emissions Sector Sector # Measure Title
Construction C-6 Use Diesel Particulate Filters
2. Emissions Summary
2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2023 5.23 4.41 42.3 42.1 0.08 1.83 8.54 10.3 1.68 4.05 5.71 — 8,410 8,410 0.34 0.08 1.51 8,445 2024 29.1 29.1 11.8 15.2 0.03 0.50 0.38 0.89 0.46 0.09 0.56 — 3,108 3,108 0.12 0.09 2.33 3,139 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2023 4.34 3.94 18.9 26.1 0.04 0.95 1.01 1.96 0.87 0.14 1.01 — 4,342 4,342 0.18 0.09 0.06 4,365 2024 1.62 1.36 11.9 14.8 0.03 0.50 0.38 0.89 0.46 0.09 0.56 — 3,072 3,072 0.11 0.09 0.06 3,101 204
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Average — — — — — — — — — — — — — — — — — —
Daily
2023 1.29 1.10 9.47 9.89 0.02 0.43 1.17 1.60 0.39 0.48 0.87 — 1,794 1,794 0.07 0.03 0.25 1,804 2024 2.18 2.09 4.35 5.45 0.01 0.18 0.14 0.32 0.17 0.03 0.20 — 1,126 1,126 0.04 0.03 0.37 1,137 Annual — — — — — — — — — — — — — — — — — —
2023 0.24 0.20 1.73 1.80 < 0.005 0.08 0.21 0.29 0.07 0.09 0.16 — 297 297 0.01 < 0.005 0.04 299 2024 0.40 0.38 0.79 0.99 < 0.005 0.03 0.03 0.06 0.03 0.01 0.04 — 186 186 0.01 0.01 0.06 188
2.3. Construction Emissions by Year, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2023 5.23 4.41 42.3 42.1 0.08 0.27 8.54 8.81 0.25 4.05 4.30 — 8,410 8,410 0.34 0.08 1.51 8,445 2024 29.1 29.1 11.8 15.2 0.03 0.15 0.38 0.53 0.14 0.09 0.23 — 3,108 3,108 0.12 0.09 2.33 3,139 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2023 4.34 3.94 18.9 26.1 0.04 0.16 1.01 1.15 0.15 0.14 0.27 — 4,342 4,342 0.18 0.09 0.06 4,365 2024 1.62 1.36 11.9 14.8 0.03 0.15 0.38 0.53 0.14 0.09 0.23 — 3,072 3,072 0.11 0.09 0.06 3,101 Average
Daily
— — — — — — — — — — — — — — — — — —
2023 1.29 1.10 9.47 9.89 0.02 0.07 1.17 1.25 0.07 0.48 0.55 — 1,794 1,794 0.07 0.03 0.25 1,804 2024 2.18 2.09 4.35 5.45 0.01 0.06 0.14 0.20 0.05 0.03 0.09 — 1,126 1,126 0.04 0.03 0.37 1,137 Annual — — — — — — — — — — — — — — — — — —
2023 0.24 0.20 1.73 1.80 < 0.005 0.01 0.21 0.23 0.01 0.09 0.10 — 297 297 0.01 < 0.005 0.04 299 2024 0.40 0.38 0.79 0.99 < 0.005 0.01 0.03 0.04 0.01 0.01 0.02 — 186 186 0.01 0.01 0.06 188 205
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3. Construction Emissions Details
3.1. Site Preparation (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
4.70 3.95 39.7 35.5 0.05 1.81 — 1.81 1.66 — 1.66 — 5,295 5,295 0.21 0.04 — 5,314 Dust
From
Material
Movement
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.39 0.32 3.27 2.92 < 0.005 0.15 — 0.15 0.14 — 0.14 — 435 435 0.02 < 0.005 — 437 Dust
From
Material
Movement
— — — — — — 0.63 0.63 — 0.32 0.32 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — — 206
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Off-Roa
Equipment
0.07 0.06 0.60 0.53 < 0.005 0.03 — 0.03 0.02 — 0.02 — 72.1 72.1 < 0.005 < 0.005 — 72.3 Dust
From
Material
Movement
— — — — — — 0.11 0.11 — 0.06 0.06 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.10 0.09 0.06 1.07 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 162 162 0.01 0.01 0.71 165 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.07 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 12.3 12.3 < 0.005 < 0.005 0.02 12.4 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.03 2.03 < 0.005 < 0.005 < 0.005 2.06 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.2. Site Preparation (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — — 207
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
4.70 3.95 39.7 35.5 0.05 0.27 — 0.27 0.25 — 0.25 — 5,295 5,295 0.21 0.04 — 5,314 Dust
From
Material
Movement
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.39 0.32 3.27 2.92 < 0.005 0.02 — 0.02 0.02 — 0.02 — 435 435 0.02 < 0.005 — 437 Dust
From
Material
Movement
— — — — — — 0.63 0.63 — 0.32 0.32 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.07 0.06 0.60 0.53 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 72.1 72.1 < 0.005 < 0.005 — 72.3 Dust
From
Material
Movement
— — — — — — 0.11 0.11 — 0.06 0.06 — — — — — — —
208
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Onsite < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 truck
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.10 0.09 0.06 1.07 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 162 162 0.01 0.01 0.71 165 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.07 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 12.3 12.3 < 0.005 < 0.005 0.02 12.4 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.03 2.03 < 0.005 < 0.005 < 0.005 2.06 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.3. Grading (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
209
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Off-Roa 5.07 4.26 42.1 40.4 0.07 1.83 — 1.83 1.68 — 1.68 — 8,094 8,094 0.33 0.07 — 8,122 d
Equipm
ent
Dust
From
Material
Movement
— — — — — — 3.59 3.59 — 1.42 1.42 — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.42 0.35 3.46 3.32 0.01 0.15 — 0.15 0.14 — 0.14 — 665 665 0.03 0.01 — 668 Dust
From
Material
Movement
— — — — — — 0.30 0.30 — 0.12 0.12 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.08 0.06 0.63 0.61 < 0.005 0.03 — 0.03 0.03 — 0.03 — 110 110 < 0.005 < 0.005 — 111 Dust
From
Material
Movement
— — — — — — 0.05 0.05 — 0.02 0.02 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 Offsite — — — — — — — — — — — — — — — — — —
210
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.15 0.10 1.68 0.00 0.00 0.22 0.22 0.00 0.05 0.05 — 255 255 0.01 0.01 1.11 260 Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.02 < 0.005 < 0.005 < 0.005 — 55.4 55.4 < 0.005 0.01 0.15 58.0 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 19.3 19.3 < 0.005 < 0.005 0.04 19.6 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 4.55 4.55 < 0.005 < 0.005 0.01 4.76 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.19 3.19 < 0.005 < 0.005 0.01 3.24 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.75 0.75 < 0.005 < 0.005 < 0.005 0.79 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.4. Grading (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
5.07 4.26 42.1 40.4 0.07 0.27 — 0.27 0.25 — 0.25 — 8,094 8,094 0.33 0.07 — 8,122 211
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Dust — — — — — — 3.59 3.59 — 1.42 1.42 — — — — — — —
From
Material
Movement
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.42 0.35 3.46 3.32 0.01 0.02 — 0.02 0.02 — 0.02 — 665 665 0.03 0.01 — 668 Dust
From
Material
Movement
— — — — — — 0.30 0.30 — 0.12 0.12 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.01 — 0.46 0.46 < 0.005 < 0.005 < 0.005 0.48 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.08 0.06 0.63 0.61 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 110 110 < 0.005 < 0.005 — 111 Dust
From
Material
Movement
— — — — — — 0.05 0.05 — 0.02 0.02 — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.08 0.08 < 0.005 < 0.005 < 0.005 0.08 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.15 0.10 1.68 0.00 0.00 0.22 0.22 0.00 0.05 0.05 — 255 255 0.01 0.01 1.11 260 212
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Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.02 < 0.005 < 0.005 < 0.005 — 55.4 55.4 < 0.005 0.01 0.15 58.0 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 19.3 19.3 < 0.005 < 0.005 0.04 19.6 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 4.55 4.55 < 0.005 < 0.005 0.01 4.76 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.19 3.19 < 0.005 < 0.005 0.01 3.24 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.75 0.75 < 0.005 < 0.005 < 0.005 0.79 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.5. Building Construction (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.50 1.26 11.8 13.2 0.02 0.55 — 0.55 0.51 — 0.51 — 2,397 2,397 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 213
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Average — — — — — — — — — — — — — — — — — —
Daily
Off-Roa
d
Equipm
ent
0.20 0.17 1.59 1.78 < 0.005 0.07 — 0.07 0.07 — 0.07 — 324 324 0.01 < 0.005 — 325 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.04 0.03 0.29 0.32 < 0.005 0.01 — 0.01 0.01 — 0.01 — 53.6 53.6 < 0.005 < 0.005 — 53.8 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.15 0.16 1.61 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 287 287 0.02 0.01 0.04 291 Vendor 0.02 0.02 0.56 0.20 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 398 398 0.01 0.06 0.03 416 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.23 0.00 0.00 0.04 0.04 0.00 0.01 0.01 — 40.2 40.2 < 0.005 < 0.005 0.08 40.8 Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 53.7 53.7 < 0.005 0.01 0.06 56.2 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 6.66 6.66 < 0.005 < 0.005 0.01 6.76 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 8.90 8.90 < 0.005 < 0.005 0.01 9.31 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 214
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3.6. Building Construction (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.50 1.26 11.8 13.2 0.02 0.16 — 0.16 0.15 — 0.15 — 2,397 2,397 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.20 0.17 1.59 1.78 < 0.005 0.02 — 0.02 0.02 — 0.02 — 324 324 0.01 < 0.005 — 325 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.04 0.03 0.29 0.32 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 53.6 53.6 < 0.005 < 0.005 — 53.8 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
215
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.15 0.16 1.61 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 287 287 0.02 0.01 0.04 291 Vendor 0.02 0.02 0.56 0.20 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 398 398 0.01 0.06 0.03 416 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.23 0.00 0.00 0.04 0.04 0.00 0.01 0.01 — 40.2 40.2 < 0.005 < 0.005 0.08 40.8 Vendor < 0.005 < 0.005 0.07 0.03 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 53.7 53.7 < 0.005 0.01 0.06 56.2 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 6.66 6.66 < 0.005 < 0.005 0.01 6.76 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 8.90 8.90 < 0.005 < 0.005 0.01 9.31 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.7. Building Construction (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.44 1.20 11.2 13.1 0.02 0.50 — 0.50 0.46 — 0.46 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
216
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Off-Roa
Equipment
1.44 1.20 11.2 13.1 0.02 0.50 — 0.50 0.46 — 0.46 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.52 0.44 4.06 4.75 0.01 0.18 — 0.18 0.17 — 0.17 — 868 868 0.04 0.01 — 871 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.09 0.08 0.74 0.87 < 0.005 0.03 — 0.03 0.03 — 0.03 — 144 144 0.01 < 0.005 — 144 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.17 0.12 1.95 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 318 318 0.02 0.01 1.28 323 Vendor 0.02 0.01 0.50 0.18 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 1.05 410 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.16 0.14 0.15 1.47 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 282 282 0.01 0.01 0.03 285 Vendor 0.02 0.01 0.53 0.19 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 0.03 409 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
217
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Worker 0.06 0.05 0.05 0.56 0.00 0.00 0.10 0.10 0.00 0.02 0.02 — 106 106 0.01 < 0.005 0.20 107 Vendor 0.01 < 0.005 0.19 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 142 142 < 0.005 0.02 0.16 148 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.10 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 17.5 17.5 < 0.005 < 0.005 0.03 17.8 Vendor < 0.005 < 0.005 0.03 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 23.5 23.5 < 0.005 < 0.005 0.03 24.6 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.8. Building Construction (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.44 1.20 11.2 13.1 0.02 0.14 — 0.14 0.13 — 0.13 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
1.44 1.20 11.2 13.1 0.02 0.14 — 0.14 0.13 — 0.13 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
218
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Off-Roa 0.52 0.44 4.06 4.75 0.01 0.05 — 0.05 0.05 — 0.05 — 868 868 0.04 0.01 — 871 d
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.09 0.08 0.74 0.87 < 0.005 0.01 — 0.01 0.01 — 0.01 — 144 144 0.01 < 0.005 — 144 Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.18 0.17 0.12 1.95 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 318 318 0.02 0.01 1.28 323 Vendor 0.02 0.01 0.50 0.18 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 1.05 410 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.16 0.14 0.15 1.47 0.00 0.00 0.28 0.28 0.00 0.07 0.07 — 282 282 0.01 0.01 0.03 285 Vendor 0.02 0.01 0.53 0.19 < 0.005 0.01 0.10 0.11 0.01 0.03 0.03 — 392 392 0.01 0.06 0.03 409 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.06 0.05 0.05 0.56 0.00 0.00 0.10 0.10 0.00 0.02 0.02 — 106 106 0.01 < 0.005 0.20 107 Vendor 0.01 < 0.005 0.19 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 142 142 < 0.005 0.02 0.16 148 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.10 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 17.5 17.5 < 0.005 < 0.005 0.03 17.8 Vendor < 0.005 < 0.005 0.03 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 23.5 23.5 < 0.005 < 0.005 0.03 24.6 219
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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.9. Paving (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
2.32 1.95 18.5 24.7 0.04 0.95 — 0.95 0.87 — 0.87 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
2.32 1.95 18.5 24.7 0.04 0.95 — 0.95 0.87 — 0.87 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.60 5.60 < 0.005 < 0.005 < 0.005 5.88 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.13 0.11 1.02 1.35 < 0.005 0.05 — 0.05 0.05 — 0.05 — 218 218 0.01 < 0.005 — 219 Paving 0.10 0.10 — — — — — — — — — — — — — — — —
220
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Onsite < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.04 0.04 < 0.005 < 0.005 < 0.005 — 0.30 0.30 < 0.005 < 0.005 < 0.005 0.32 truck
Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.02 0.02 0.19 0.25 < 0.005 0.01 — 0.01 0.01 — 0.01 — 36.1 36.1 < 0.005 < 0.005 — 36.2 Paving 0.02 0.02 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.05 0.05 < 0.005 < 0.005 < 0.005 0.05 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.17 0.16 0.11 1.83 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 279 279 0.01 0.01 1.21 283 Vendor 0.01 < 0.005 0.15 0.05 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.29 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.13 0.14 1.38 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 247 247 0.02 0.01 0.03 250 Vendor 0.01 < 0.005 0.16 0.06 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.01 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.08 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 14.0 14.0 < 0.005 < 0.005 0.03 14.2 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 6.07 6.07 < 0.005 < 0.005 0.01 6.35 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.32 2.32 < 0.005 < 0.005 < 0.005 2.35 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 1.00 1.00 < 0.005 < 0.005 < 0.005 1.05 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 221
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3.10. Paving (2023) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
2.32 1.95 18.5 24.7 0.04 0.14 — 0.14 0.13 — 0.13 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.51 5.51 < 0.005 < 0.005 < 0.005 5.79 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
2.32 1.95 18.5 24.7 0.04 0.14 — 0.14 0.13 — 0.13 — 3,979 3,979 0.16 0.03 — 3,993 Paving 1.86 1.86 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.74 0.74 < 0.005 0.07 0.07 — 5.60 5.60 < 0.005 < 0.005 < 0.005 5.88 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.13 0.11 1.02 1.35 < 0.005 0.01 — 0.01 0.01 — 0.01 — 218 218 0.01 < 0.005 — 219 Paving 0.10 0.10 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.04 0.04 < 0.005 < 0.005 < 0.005 — 0.30 0.30 < 0.005 < 0.005 < 0.005 0.32 Annual — — — — — — — — — — — — — — — — — —
222
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Off-Roa
Equipment
0.02 0.02 0.19 0.25 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 36.1 36.1 < 0.005 < 0.005 — 36.2 Paving 0.02 0.02 — — — — — — — — — — — — — — — —
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 0.05 0.05 < 0.005 < 0.005 < 0.005 0.05 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.17 0.16 0.11 1.83 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 279 279 0.01 0.01 1.21 283 Vendor 0.01 < 0.005 0.15 0.05 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.29 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15 0.13 0.14 1.38 0.00 0.00 0.24 0.24 0.00 0.06 0.06 — 247 247 0.02 0.01 0.03 250 Vendor 0.01 < 0.005 0.16 0.06 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 111 111 < 0.005 0.02 0.01 116 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.08 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 14.0 14.0 < 0.005 < 0.005 0.03 14.2 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 6.07 6.07 < 0.005 < 0.005 0.01 6.35 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.32 2.32 < 0.005 < 0.005 < 0.005 2.35 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 1.00 1.00 < 0.005 < 0.005 < 0.005 1.05 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.11. Architectural Coating (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 223
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Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.17 0.14 0.91 1.15 < 0.005 0.03 — 0.03 0.03 — 0.03 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coating
s
28.9 28.9 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.01 0.01 0.05 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.32 7.32 < 0.005 < 0.005 — 7.34 Architect
ural
Coating
s
1.59 1.59 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.21 1.21 < 0.005 < 0.005 — 1.22 Architect
ural
Coating
s
0.29 0.29 — — — — — — — — — — — — — — — —
224
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Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.02 0.39 0.00 0.00 0.06 0.06 0.00 0.01 0.01 — 63.6 63.6 < 0.005 < 0.005 0.26 64.6 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.20 3.20 < 0.005 < 0.005 0.01 3.25 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.53 0.53 < 0.005 < 0.005 < 0.005 0.54 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
3.12. Architectural Coating (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
225
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Off-Roa 0.17 0.14 0.91 1.15 < 0.005 0.03 — 0.03 0.03 — 0.03 — 134 134 0.01 < 0.005 — 134 d
Equipm
ent
Architect
ural
Coating
s
28.9 28.9 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
0.01 0.01 0.05 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.32 7.32 < 0.005 < 0.005 — 7.34 Architect
ural
Coating
s
1.59 1.59 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.21 1.21 < 0.005 < 0.005 — 1.22 Architect
ural
Coating
s
0.29 0.29 — — — — — — — — — — — — — — — —
Onsite
truck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
226
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.02 0.39 0.00 0.00 0.06 0.06 0.00 0.01 0.01 — 63.6 63.6 < 0.005 < 0.005 0.26 64.6 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.20 3.20 < 0.005 < 0.005 0.01 3.25 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.53 0.53 < 0.005 < 0.005 < 0.005 0.54 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00
5. Activity Data
5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Site Preparation Site Preparation 7/1/2023 8/13/2023 5.00 30.0 — Grading Grading 8/14/2023 9/25/2023 5.00 30.0 —
Building Construction Building Construction 10/24/2023 7/3/2024 5.00 182 — Paving Paving 9/26/2023 10/23/2023 5.00 20.0 —
Architectural Coating Architectural Coating 7/4/2024 7/31/2024 5.00 20.0 — 227
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5.2. Off-Road Equipment
5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Rubber Tired Dozers Diesel Average 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Back
hoes
Diesel Average 4.00 8.00 84.0 0.37
Grading Excavators Diesel Average 2.00 8.00 158 0.38
Grading Graders Diesel Average 1.00 8.00 148 0.41
Grading Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40 Grading Scrapers Diesel Average 2.00 8.00 423 0.48
Grading Tractors/Loaders/Back
hoes
Diesel Average 3.00 8.80 84.0 0.37
Grading Excavators Diesel Average 2.00 8.00 36.0 0.38
Building Construction Cranes Diesel Average 1.00 7.00 367 0.29 Building Construction Forklifts Diesel Average 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Back
hoes
Diesel Average 3.00 7.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45 Paving Pavers Diesel Average 2.00 8.00 130 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 132 0.36 Paving Rollers Diesel Average 2.00 8.00 80.0 0.38
Paving Pavers Diesel Average 2.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 89.0 0.36 Paving Rollers Diesel Average 2.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48
5.2.2. Mitigated
228
Central Transport - Mitigated Construction (Level 3 Filters Scenario) Custom Report, 11/12/2024 30 / 35
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Rubber Tired Dozers Diesel Average 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Back
hoes
Diesel Average 4.00 8.00 84.0 0.37
Grading Excavators Diesel Average 2.00 8.00 158 0.38
Grading Graders Diesel Average 1.00 8.00 148 0.41
Grading Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40 Grading Scrapers Diesel Average 2.00 8.00 423 0.48
Grading Tractors/Loaders/Back
hoes
Diesel Average 3.00 8.80 84.0 0.37
Grading Excavators Diesel Average 2.00 8.00 36.0 0.38
Building Construction Cranes Diesel Average 1.00 7.00 367 0.29 Building Construction Forklifts Diesel Average 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Back
hoes
Diesel Average 3.00 7.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45 Paving Pavers Diesel Average 2.00 8.00 130 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 132 0.36 Paving Rollers Diesel Average 2.00 8.00 80.0 0.38
Paving Pavers Diesel Average 2.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 89.0 0.36 Paving Rollers Diesel Average 2.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48
5.3. Construction Vehicles
5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix 229
Central Transport - Mitigated Construction (Level 3 Filters Scenario) Custom Report, 11/12/2024 31 / 35
Site Preparation — — — —
Site Preparation Worker 17.5 11.4 LDA,LDT1,LDT2
Site Preparation Vendor — 8.53 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck 2.00 0.25 HHDT
Grading — — — —
Grading Worker 27.5 11.4 LDA,LDT1,LDT2
Grading Vendor 2.00 8.53 HHDT,MHDT
Grading Hauling 0.00 20.0 HHDT
Grading Onsite truck 2.00 0.25 HHDT
Building Construction — — — —
Building Construction Worker 35.0 11.4 LDA,LDT1,LDT2
Building Construction Vendor 14.4 8.53 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 30.0 11.4 LDA,LDT1,LDT2
Paving Vendor 4.00 8.53 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck 2.00 0.25 HHDT
Architectural Coating — — — —
Architectural Coating Worker 6.99 11.4 LDA,LDT1,LDT2
Architectural Coating Vendor — 8.53 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT
5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix 230
Central Transport - Mitigated Construction (Level 3 Filters Scenario) Custom Report, 11/12/2024 32 / 35
Site Preparation————
Site Preparation Worker 17.5 11.4 LDA,LDT1,LDT2
Site Preparation Vendor— 8.53 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck 2.00 0.25 HHDT
Grading————
Grading Worker 27.5 11.4 LDA,LDT1,LDT2
Grading Vendor 2.00 8.53 HHDT,MHDT
Grading Hauling 0.00 20.0 HHDT
Grading Onsite truck 2.00 0.25 HHDT
Building Construction————
Building Construction Worker 35.0 11.4 LDA,LDT1,LDT2
Building Construction Vendor 14.4 8.53 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck—— HHDT
Paving————
Paving Worker 30.0 11.4 LDA,LDT1,LDT2
Paving Vendor 4.00 8.53 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck 2.00 0.25 HHDT
Architectural Coating————
Architectural Coating Worker 6.99 11.4 LDA,LDT1,LDT2
Architectural Coating Vendor— 8.53 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck—— HHDT
5.4. Vehicles
231
Central Transport - Mitigated Construction (Level 3 Filters Scenario) Custom Report, 11/12/2024 33 / 35
5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.
5.5. Architectural Coatings
Phase Name Residential Interior Area
Coated (sq ft)
Residential Exterior Area
Coated (sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 0.00 0.00 131,550 43,850 37,139
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation — — 45.0 0.00 —
Grading — — 90.0 0.00 —
Paving 0.00 0.00 0.00 0.00 14.2
5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 2 61% 61%
5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Unrefrigerated Warehouse-No Rail 0.00 0%
General Office Building 0.00 0%
Automobile Care Center 0.00 0%
Parking Lot 13.2 100%
Other Asphalt Surfaces 1.00 100%
232
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5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2023 0.00 204 0.03 < 0.005
2024 0.00 204 0.03 < 0.005
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres
5.18.2. Sequestration
5.18.2.1. Unmitigated
233
Central Transport - Mitigated Construction (Level 3 Filters Scenario) Custom Report, 11/12/2024 35 / 35
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
8. User Changes to Default Data
Screen Justification
Construction: Construction Phases Earliest anticipated construction schedule per applicant: July 2023 – July 2024 Construction: Off-Road Equipment The horsepower hours for select pieces of equipment were increased to match the default values from CalEEMod 2020 to provide a conservative estimate of emissions.
Overall equipment HP usage hours for tractors/loaders/backhoes during the building construction phase were increased to match default usage hours, as the default construction schedule was reduced.
Operations: Vehicle Data -
Operations: Fleet Mix -
234
Central Transport Regional Facility
Crown Enterprises, Inc. Relocation and Annexation Project Air Quality, Health Risk, Greenhouse Gas, and Energy Technical Memorandum
ATTACHMENT B
Health Risk Assessment
235
Health Risk Assessment
General Parameters
236
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WRPLOT View - Lakes Environmental Software
WIND ROSE PLOT:
Wind Rose - Fresno Station (#93193) – Blowing From
COMMENTS: COMPANY NAME:
MODELER:
DATE:
5/14/2023
PROJECT NO.:
NORTH
SOUTH
WEST EAST
3.14%
6.28%
9.42%
12.6%
15.7%
WIND SPEED
(Knots)
>= 21.58
17.11 - 21.58
11.08 - 17.11
7.00 - 11.08
4.08 - 7.00
0.97 - 4.08
Calms: 4.31%
TOTAL COUNT:
43534 hrs.
CALM WINDS:
4.31%
DATA PERIOD:
Start Date: 1/1/2013 - 00:00
End Date: 12/31/2017 - 23:59
AVG. WIND SPEED:
5.73 Knots
DISPLAY:
Wind Speed
Direction (blowing from)
241
WRPLOT View - Lakes Environmental Software
WIND ROSE PLOT:
Wind Rose - Fresno Station (#93193) – Blowing To
COMMENTS: COMPANY NAME:
MODELER:
DATE:
5/14/2023
PROJECT NO.:
NORTH
SOUTH
WEST EAST
3.14%
6.28%
9.42%
12.6%
15.7%
WIND SPEED
(Knots)
>= 21.58
17.11 - 21.58
11.08 - 17.11
7.00 - 11.08
4.08 - 7.00
0.97 - 4.08
Calms: 4.31%
TOTAL COUNT:
43534 hrs.
CALM WINDS:
4.31%
DATA PERIOD:
Start Date: 1/1/2013 - 00:00
End Date: 12/31/2017 - 23:59
AVG. WIND SPEED:
5.73 Knots
DISPLAY:
Wind Speed
Flow Vector (blowing to)
242
243
Wind Class Frequency Distribution
40 35 34.3
30.6 30
25 21.2
% 20
15 10 8.6
5 43
0,4 0.0 0
Ca ms 0.50-2.10 2.10-3.60 5.70-8.80 8.80-11.10 >= 11.10 3.60-5.70 Wind Class (m/s)
Health Risk Assessment
Unmitigated Construction
244
Central Transport Regional Facility
Project Site - Construction DPM Emissions as PM10 Exhaust Estimation of Annual Onsite Construction Emissions
Start of Construction 7/1/2023
End of Construction 7/31/2024 Total
Number of Days 396 396
Number of Hours 9,504 9,504
Number of Years 1.08
Size of the construction area source: 61,767.4 sq-meters Year Unmitigated Unmitigated
On-site Construction On-site DPM Onsite PM2.5
Activity (pounds) (tons)
2023 On-site Site Preparation 54.1523
2023 On-site Grading 52.7982
2023 On-site Building Construction 27.2443
2024 On-site Building Construction 65.7758
2024 On-site Paving 10.7334
2024 On-site Architectural Coating 0.6374
Total Unmitigated DPM (On-site) 211.3413 pounds
Average Emission 9.595E+04 grams
2.804E-03 grams/sec
4.540E-08 grams/m2-sec
Tons/Construction Period 211.3413
Pounds/Construction Period 211.3413
Pounds/Day 0.5337
Pounds/Hour (lbs/hr) 0.0222
Average Pounds per Year (lbs/yr) 138.7594
245
Central Transport Regional Facility
Estimation of Annual Offsite Construction DPM Emissions (Unmitigated) Start of Construction 7/1/2023
End of Construction 7/31/2024 Total
Number of Days 396 396
Number of Hours 9,504 9,504
2023 2023 2023 2024 2024 2024
Construction Trip Type Site Preparation Grading
Building
Construction
Building
Construction Paving
Architectural
Coating
Total
(pounds)
DPMTotal (pounds) 0.00099 0.02356 0.26645 0.714390239 0.03075 0.63738 1.67352 Haul Truck Vendor Truck Worker Total
Site Preparation 0.00 0.00 17.50 17.50
Grading 0.00 2.00 22.50 24.50
Building Construction 0.00 14.37 34.96 49.34
Paving 0.00 4.00 15.00 19.00
Architectural Coating 0.00 0.00 6.99 6.99
Total 0.00 20.37 96.96 117.33
Haul Truck Vendor Truck Worker Total
(pounds) (pounds) (pounds) (pounds)
Total DPM 0.000E+00 2.906E-01 1.383E+00 1.674E+00 Total PM2.5 Total Average Emissions
Grams 0.000E+00 1.319E+02 6.278E+02 Average EmissionsGrams Grams/sec 0.000E+00 3.856E-06 1.835E-05 Grams/sec
Default Distance 20 8.53 11.41
Vehicle Travel Distances in the Construction HRA (miles) Vehicle Travel Distances in the Construction HRA (mile Road Segment 1 (mi) 0.63 0.63 0.63 miles Road Segment 1 (mi) Trip Distribution (percent)
Off-site Road Segment 1 100.0% 100.0% 100.0% off-site Off-site Road Segment 1 Total Average Offsite Vehicle Emissions Along Travel Distance (g/sec) Total Total Average Offsite Vehicle Emissions Along Travel D Road Segment 1 0.000E+00 2.859E-07 1.017E-06 1.303E-06 Road Segment 1 Grams/sec Pounds/Hour Pounds/Day Pounds/year Tons/year
Road Segment 1 1.303E-06 1.034E-05 2.482E-04 9.060E-02 4.530E-05 Default Vehicle Travel Distance in CalEEMod
246
Health Risk Summary - Unmitigated Construction (Summary of HARP2 Results) Central Transport Regional Facility
Cancer MAXHI MAXHI
RISK_SUM Risk/million NonCancer Chronic Acute
Maximum Risk 9.899E-06 9.90 7.616E-03 0.00E+00
X Y 0.0076
MEI UTM 251417.25 4063705.56
Receptor # 26
*HARP - HRACalc v22118 5/25/2023 4:30:22 PM - Cancer Risk - Input File: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConHRAInput.hra *HARP - HRACalc v22118 5/25/2023 4:30:22 PM - Chronic Risk - Input File: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConHRAInput.hra *HARP - HRACalc v22118 5/25/2023 4:30:22 PM - Acute Risk - Input File: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConHRAInput.hra
MAXHI MAXHI
REC GRP X Y RISK_SUM SCENARIO NonCancerChronic Acute
1 ALL 251764.75 4063976.15 3.8701E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.9773E-04 0.00E+00 2 ALL 251726.96 4064070.11 2.8513E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.1935E-04 0.00E+00 3 ALL 251689.18 4064164.07 2.3496E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8076E-04 0.00E+00 4 ALL 251623.83 4064231.20 2.4626E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8945E-04 0.00E+00 5 ALL 251513.84 4064275.85 3.2076E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.4676E-04 0.00E+00 6 ALL 251438.02 4064311.82 3.5595E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7384E-04 0.00E+00 7 ALL 251783.23 4063871.66 6.4345E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.9502E-04 0.00E+00 8 ALL 251782.81 4063814.14 8.5783E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.5995E-04 0.00E+00 9 ALL 251782.40 4063756.63 1.0718E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.2453E-04 0.00E+00 10 ALL 251863.39 4063978.79 2.7102E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0850E-04 0.00E+00 11 ALL 251843.15 4064029.13 2.3122E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.7788E-04 0.00E+00 12 ALL 251822.91 4064079.46 2.0279E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5601E-04 0.00E+00 13 ALL 251802.67 4064129.80 1.8276E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4060E-04 0.00E+00 14 ALL 251782.43 4064180.13 1.6788E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2915E-04 0.00E+00 15 ALL 251762.18 4064230.47 1.5664E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2051E-04 0.00E+00 16 ALL 251692.17 4064302.39 1.6519E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2709E-04 0.00E+00 17 ALL 251642.40 4064323.99 1.8474E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4212E-04 0.00E+00 18 ALL 251592.63 4064345.58 2.0483E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5758E-04 0.00E+00 19 ALL 251542.86 4064367.17 2.2248E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.7116E-04 0.00E+00 20 ALL 251493.09 4064388.77 2.3566E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8130E-04 0.00E+00 21 ALL 251443.32 4064410.36 2.4432E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8796E-04 0.00E+00 22 ALL 251883.64 4063928.46 3.2341E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.4881E-04 0.00E+00 23 ALL 251883.22 4063870.94 4.2667E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.2824E-04 0.00E+00 24 ALL 251882.81 4063813.42 5.4770E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.2136E-04 0.00E+00 25 ALL 251882.40 4063755.91 6.7043E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.1578E-04 0.00E+00 26 ALL 251417.25 4063705.56 9.8992E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.6157E-03 0.00E+00 27 ALL 251417.92 4063681.40 7.1683E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.5147E-03 0.00E+00 28 ALL 251416.49 4063663.79 5.8110E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.4705E-03 0.00E+00 29 ALL 251412.99 4063623.41 3.7509E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8856E-03 0.00E+00 30 ALL 251498.72 4063668.40 5.1196E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.9386E-03 0.00E+00 31 ALL 251353.54 4063571.62 1.9855E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5275E-03 0.00E+00 32 ALL 251477.29 4063553.03 2.1254E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6351E-03 0.00E+00 33 ALL 251369.81 4063551.70 1.7263E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3281E-03 0.00E+00 34 ALL 251408.36 4063375.57 5.5996E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.3079E-04 0.00E+00 35 ALL 251487.54 4063408.15 7.9994E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.1541E-04 0.00E+00 36 ALL 251575.18 4063438.62 1.0636E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.1824E-04 0.00E+00 37 ALL 251676.28 4063511.07 1.4354E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1043E-03 0.00E+00 38 ALL 251711.65 4063592.92 1.6738E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2877E-03 0.00E+00 39 ALL 251747.03 4063674.77 1.5148E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1653E-03 0.00E+00 40 ALL 251316.62 4063361.78 4.2082E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.2374E-04 0.00E+00 41 ALL 251216.54 4063365.73 3.6784E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8299E-04 0.00E+00 42 ALL 251116.47 4063369.67 3.3898E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.6079E-04 0.00E+00 43 ALL 251408.33 4063277.13 3.4157E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.6278E-04 0.00E+00 44 ALL 251499.56 4063311.61 4.8409E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.7242E-04 0.00E+00 45 ALL 251590.79 4063346.09 6.5903E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.0701E-04 0.00E+00 46 ALL 251682.02 4063380.57 8.1568E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.2752E-04 0.00E+00 47 ALL 251746.98 4063442.57 9.9663E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.6673E-04 0.00E+00 48 ALL 251785.67 4063532.10 1.1679E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.9848E-04 0.00E+00 49 ALL 251824.36 4063621.62 1.0946E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.4210E-04 0.00E+00 50 ALL 251312.68 4063261.86 2.7421E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.1095E-04 0.00E+00 51 ALL 251212.61 4063265.80 2.5619E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.9709E-04 0.00E+00 247
52 ALL 251112.53 4063269.75 2.4718E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.9016E-04 0.00E+00 53 ALL 250750.28 4063734.07 7.8343E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.0271E-04 0.00E+00 54 ALL 250786.04 4063639.07 6.8737E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.2881E-04 0.00E+00 55 ALL 250821.79 4063544.07 5.2759E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.0589E-04 0.00E+00 56 ALL 250885.80 4063475.42 4.2815E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.2938E-04 0.00E+00 57 ALL 250978.07 4063433.12 3.8416E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.9554E-04 0.00E+00 58 ALL 250737.34 4063943.02 1.1887E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.1446E-04 0.00E+00 59 ALL 250649.21 4063740.09 5.8939E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.5343E-04 0.00E+00 60 ALL 250682.73 4063651.03 5.5371E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.2598E-04 0.00E+00 61 ALL 250716.25 4063561.97 4.7769E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.6750E-04 0.00E+00 62 ALL 250749.77 4063472.91 3.7717E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.9016E-04 0.00E+00 63 ALL 250809.78 4063408.55 3.2027E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.4639E-04 0.00E+00 64 ALL 250896.28 4063368.89 2.8738E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.2109E-04 0.00E+00 65 ALL 250982.78 4063329.23 2.6640E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0495E-04 0.00E+00 66 ALL 250634.10 4063838.44 6.7736E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.2111E-04 0.00E+00 67 ALL 250637.38 4063946.07 8.3282E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.4070E-04 0.00E+00 68 ALL 251100.51 4064315.37 7.1077E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4681E-04 0.00E+00 69 ALL 251016.32 4064272.32 9.5637E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.3576E-04 0.00E+00 70 ALL 250932.12 4064229.27 1.1810E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.0859E-04 0.00E+00 71 ALL 250847.92 4064186.21 1.2970E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.9778E-04 0.00E+00 72 ALL 250800.49 4064117.70 1.4589E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1224E-03 0.00E+00 73 ALL 251192.40 4064335.92 5.4742E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.2114E-04 0.00E+00 74 ALL 251281.48 4064325.84 4.7667E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.6671E-04 0.00E+00 75 ALL 251102.49 4064415.35 4.4752E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.4428E-04 0.00E+00 76 ALL 251018.30 4064372.30 5.9452E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.5738E-04 0.00E+00 77 ALL 250934.10 4064329.25 7.4857E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.7590E-04 0.00E+00 78 ALL 250849.90 4064286.19 8.7343E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.7195E-04 0.00E+00 79 ALL 250765.71 4064243.14 9.4102E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.2395E-04 0.00E+00 80 ALL 250718.27 4064174.63 1.0560E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.1241E-04 0.00E+00 81 ALL 250707.60 4064080.67 1.1673E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.9807E-04 0.00E+00 82 ALL 250696.93 4063986.71 1.0828E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.3306E-04 0.00E+00 83 ALL 250686.25 4063892.75 8.9217E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.8636E-04 0.00E+00 84 ALL 250675.58 4063798.78 7.0926E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4565E-04 0.00E+00 85 ALL 251194.38 4064435.90 3.5504E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7314E-04 0.00E+00 86 ALL 251293.97 4064433.92 2.9745E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.2884E-04 0.00E+00 87 ALL 251393.55 4064431.95 2.4941E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.9187E-04 0.00E+00 88 ALL 251472.38 4063724.17 8.9832E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.9110E-03 0.00E+00 89 ALL 251473.87 4063705.27 7.6175E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.8603E-03 0.00E+00 90 ALL 251471.88 4063668.95 5.6106E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.3163E-03 0.00E+00 91 ALL 251467.90 4063551.80 2.0914E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6089E-03 0.00E+00 92 ALL 251405.96 4063570.45 2.2316E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.7168E-03 0.00E+00 93 ALL 251385.57 4063551.30 1.7933E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3796E-03 0.00E+00 94 ALL 251474.54 4063431.36 9.0152E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.9356E-04 0.00E+00 95 ALL 251475.81 4063417.20 8.2767E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.3675E-04 0.00E+00 96 ALL 251471.79 4063390.13 6.9994E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.3848E-04 0.00E+00 97 ALL 251481.30 4063383.16 6.8399E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.2621E-04 0.00E+00 98 ALL 251471.79 4063376.18 6.4659E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.9744E-04 0.00E+00 99 ALL 251472.00 4063367.09 6.1502E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.7315E-04 0.00E+00 100 ALL 251396.31 4063445.74 8.2203E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.3241E-04 0.00E+00 101 ALL 251383.41 4063445.32 7.9035E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.0803E-04 0.00E+00 102 ALL 251521.05 4063429.67 9.5993E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.3849E-04 0.00E+00 103 ALL 251521.48 4063419.52 9.0388E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.9538E-04 0.00E+00 104 ALL 251553.09 4063527.74 1.7995E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3844E-03 0.00E+00 105 ALL 251552.49 4063511.24 1.6239E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2493E-03 0.00E+00 106 ALL 251533.28 4063510.94 1.6192E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2457E-03 0.00E+00 107 ALL 251467.58 4063531.34 1.7853E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3734E-03 0.00E+00 108 ALL 251495.48 4063533.14 1.8534E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4259E-03 0.00E+00 109 ALL 251579.79 4063520.24 1.6965E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3051E-03 0.00E+00 110 ALL 251581.89 4063507.94 1.5797E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2153E-03 0.00E+00 111 ALL 251656.29 4063429.03 1.0219E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.8615E-04 0.00E+00 112 ALL 251522.48 4063454.54 1.1203E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.6188E-04 0.00E+00 113 ALL 251655.99 4063419.43 9.7693E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.5157E-04 0.00E+00 114 ALL 251769.83 4063416.82 8.8604E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.8165E-04 0.00E+00 115 ALL 251795.25 4063414.70 8.5056E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.5435E-04 0.00E+00 116 ALL 251395.34 4063957.20 7.3026E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.6181E-03 0.00E+00 117 ALL 251422.90 4063957.35 4.9780E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.8297E-03 0.00E+00 118 ALL 251355.08 4063984.61 6.6183E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.0916E-03 0.00E+00 119 ALL 251335.03 4063985.55 7.7738E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.9806E-03 0.00E+00 120 ALL 251407.73 4064058.90 1.5774E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2135E-03 0.00E+00 248
121 ALL 251426.03 4064065.51 1.3297E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0230E-03 0.00E+00 122 ALL 251427.83 4064076.01 1.2140E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.3394E-04 0.00E+00 123 ALL 251421.34 4064100.09 1.0592E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.1487E-04 0.00E+00 124 ALL 251431.96 4064108.12 9.5226E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.3260E-04 0.00E+00 125 ALL 251431.75 4064099.01 1.0115E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.7814E-04 0.00E+00 126 ALL 251377.11 4064117.44 1.1728E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.0229E-04 0.00E+00 127 ALL 251427.84 4064139.77 8.0047E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.1582E-04 0.00E+00 128 ALL 251425.89 4064130.45 8.5285E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.5612E-04 0.00E+00 129 ALL 251437.60 4064128.71 8.1906E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.3012E-04 0.00E+00 130 ALL 251442.01 4064153.19 7.0341E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4115E-04 0.00E+00 131 ALL 251429.79 4064167.76 6.8087E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.2380E-04 0.00E+00 132 ALL 251423.21 4064173.87 6.7550E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.1968E-04 0.00E+00 133 ALL 251392.66 4064185.78 7.1041E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4654E-04 0.00E+00 134 ALL 251430.10 4064186.09 6.1931E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.7645E-04 0.00E+00 135 ALL 251421.48 4064186.09 6.3800E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.9083E-04 0.00E+00 136 ALL 251280.01 4064312.85 5.0857E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.9126E-04 0.00E+00 137 ALL 251254.80 4064290.65 6.0142E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.6269E-04 0.00E+00 138 ALL 251271.00 4064286.74 5.9146E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.5502E-04 0.00E+00 139 ALL 251380.24 4064290.05 4.4242E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.4036E-04 0.00E+00 140 ALL 251374.24 4064324.56 3.8741E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.9804E-04 0.00E+00 141 ALL 251373.04 4064311.35 4.1074E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1599E-04 0.00E+00 142 ALL 251497.58 4064233.03 3.9628E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.0487E-04 0.00E+00 143 ALL 251496.68 4064221.92 4.1444E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1883E-04 0.00E+00 144 ALL 251511.09 4064227.62 3.8234E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.9414E-04 0.00E+00 145 ALL 251527.29 4064233.63 3.5120E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7019E-04 0.00E+00 146 ALL 251524.59 4064221.92 3.6962E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8436E-04 0.00E+00 147 ALL 251494.72 4064278.46 3.4181E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.6297E-04 0.00E+00 148 ALL 251496.00 4064258.31 3.6448E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8040E-04 0.00E+00 149 ALL 251510.03 4064257.29 3.4619E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.6633E-04 0.00E+00 150 ALL 251526.86 4064257.54 3.2479E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.4987E-04 0.00E+00 151 ALL 251612.98 4064260.98 2.3660E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8202E-04 0.00E+00 152 ALL 250773.31 4063447.18 3.5490E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7304E-04 0.00E+00 153 ALL 250909.68 4064317.38 7.8747E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.0582E-04 0.00E+00 154 ALL 250904.38 4064270.76 9.6074E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.3912E-04 0.00E+00 155 ALL 250885.67 4064329.39 7.4721E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.7485E-04 0.00E+00 156 ALL 250867.66 4064335.04 7.2801E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.6007E-04 0.00E+00 249
Unmitigated Construction
Maximum Cancer Risk Chronic Acute
(Risk per Million) Non-Cancer Hazard Index Non-Cancer Hazard Index Construction at the Construction MER (Receptor #26) 9.90 0.0076 0.0000 Operations at the Construction MER (Receptor #26)* 10.59 0.0027 0.0000 Combined 70-Year Exposure Scenario for Construction
+ Operations at the Construction MER 20.49 0.0103 0.0000 Construction at the Operational MER (Receptor #88) 8.98 0.0069 0.0000 Operations at the Operational MER (Receptor #88)* 11.31 0.0029 0.0000 Combined 70-Year Exposure Scenario for Construction
+ Operations at the Operational MER 20.29 0.0098 0.0000 Exposure Scenario
Note: *Starting after the construction period.
At the Construction MER
At the Operational MER
250
HARP2 - HRACalc (dated 22118) 5/25/2023 4:30:22 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
Pathway receptors loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: All
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: -0.25
Total Exposure Duration: 1.5
Exposure Duration Bin Distribution
3rd Trimester Bin: 0.25
0<2 Years Bin: 1.5
2<9 Years Bin: 0
2<16 Years Bin: 0
16<30 Years Bin: 0
16 to 70 Years Bin: 0
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: True
Dermal: True
Mother's milk: True
Water: False
Fish: False
Homegrown crops: True
251
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: LongTerm24HR
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: OFF
**********************************
SOIL & DERMAL PATHWAY SETTINGS
Deposition rate (m/s): 0.02
Soil mixing depth (m): 0.01
Dermal climate: Mixed
**********************************
HOMEGROWN CROP PATHWAY SETTINGS
Household type: HouseholdsthatGarden
Fraction leafy: 0.137
Fraction exposed: 0.137
Fraction protected: 0.137
Fraction root: 0.137
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
252
Calculating cancer risk
Cancer risk breakdown by pollutant and receptor saved to: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConCancerRisk.csv
Cancer risk total by receptor saved to: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConCancerRiskSumByRec.csv
Calculating chronic risk
Chronic risk breakdown by pollutant and receptor saved to: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConNCChronicRisk.csv
Chronic risk total by receptor saved to: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConNCChronicRiskSumByRec.csv
Calculating acute risk
Acute risk breakdown by pollutant and receptor saved to: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConNCAcuteRisk.csv
Acute risk total by receptor saved to: F:\Move\0014-024\HARP\TRANSPORT CONSTRUCTION\hra\Unmit ConNCAcuteRiskSumByRec.csv
HRA ran successfully
253
Health Risk Assessment
Mitigated Construction
Tier 4 Equipment Scenario
254
Central Transport Regional Facility (Mitigated Construction - Tier 4 Scenario) Project Site - Construction DPM Emissions as PM10 Exhaust Estimation of Annual Onsite Construction Emissions
Start of Construction 7/1/2023
End of Construction 7/31/2024 Total
Number of Days 396 396
Number of Hours 9,504 9,504
Number of Years 1.08
Size of the construction area source: 61,767.4 sq-meters Year Tier 4 Mitigated Unmitigated
On-site Construction On-site DPM Onsite PM2.5
Activity (pounds) (tons)
2023 On-site Site Preparation 2.9880
2023 On-site Grading 6.3064
2023 On-site Building Construction 6.3237
2024 On-site Building Construction 15.8731
2024 On-site Paving 2.6556
2024 On-site Architectural Coating 0.5864
Total Tier 4 Mitigated DPM (On-site) 34.7331 pounds
Average Emission 1.577E+04 grams
4.609E-04 grams/sec
7.462E-09 grams/m2-sec
Tons/Construction Period 34.7331
Pounds/Construction Period 34.7331
Pounds/Day 0.0877
Pounds/Hour (lbs/hr) 0.0037
Average Pounds per Year (lbs/yr) 22.8045
255
Central Transport Regional Facility (Mitigated Construction - Tier 4 Scenario) Estimation of Annual Offsite Construction DPM Emissions (Tier 4 Mitigated Construction - No Change Compared to Unmitigated) Start of Construction 7/1/2023
End of Construction 7/31/2024 Total
Number of Days 396 396
Number of Hours 9,504 9,504
2023 2023 2023 2024 2024 2024
Construction Trip Type Site Preparation Grading
Building
Construction
Building
Construction Paving
Architectural
Coating
Total
(pounds)
DPMTotal (pounds) 0.00099 0.02356 0.26645 0.714390239 0.03075 0.63738 1.67352 Haul Truck Vendor Truck Worker Total
Site Preparation 0.00 0.00 17.50 17.50
Grading 0.00 2.00 22.50 24.50
Building Construction 0.00 14.37 34.96 49.34
Paving 0.00 4.00 15.00 19.00
Architectural Coating 0.00 0.00 6.99 6.99
Total 0.00 20.37 96.96 117.33
Haul Truck Vendor Truck Worker Total
(pounds) (pounds) (pounds) (pounds)
Total DPM 0.000E+00 2.906E-01 1.383E+00 1.674E+00 Total PM2.5 Total Average Emissions
Grams 0.000E+00 1.319E+02 6.278E+02 Average EmissionsGrams Grams/sec 0.000E+00 3.856E-06 1.835E-05 Grams/sec
Default Distance 20 8.53 11.41
Vehicle Travel Distances in the Construction HRA (miles) Vehicle Travel Distances in the Construction HRA (m Road Segment 1 (mi) 0.63 0.63 0.63 miles Road Segment 1 (mi) Trip Distribution (percent)
Off-site Road Segment 1 100.0% 100.0% 100.0% off-site Off-site Road Segment 1 Total Average Offsite Vehicle Emissions Along Travel Distance (g/sec) Total Total Average Offsite Vehicle Emissions Along Trave Road Segment 1 0.000E+00 2.859E-07 1.017E-06 1.303E-06 Road Segment 1 Grams/sec Pounds/Hour Pounds/Day Pounds/year Tons/year
Road Segment 1 1.303E-06 1.034E-05 2.482E-04 9.060E-02 4.530E-05 Default Vehicle Travel Distance in CalEEMod
256
Health Risk Summary - Tier 4 Mitigated Construction (Summary of HARP2 Results) Central Transport Regional Facility (Mitigated Construction - Tier 4 Scenario) Cancer MAXHI MAXHI
RISK_SUM Risk/million NonCancer Chronic Acute
Maximum Risk 1.637E-06 1.64 1.260E-03 0.00E+00
X Y
MEI UTM 251417.25 4063705.56
Receptor # 26
*HARP - HRACalc v22118 11/12/2024 11:16:20 PM - Cancer Risk - Input File: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4HRAInput.hra *HARP - HRACalc v22118 11/12/2024 11:16:20 PM - Chronic Risk - Input File: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4HRAInput.hra *HARP - HRACalc v22118 11/12/2024 11:16:20 PM - Acute Risk - Input File: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4HRAInput.hra
MAXHI MAXHI
REC GRP X Y RISK_SUM SCENARIO NonCancerChronic Acute
1 ALL 251764.75 4063976.15 6.4275E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.9448E-05 0.00E+00 2 ALL 251726.96 4064070.11 4.7611E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.6628E-05 0.00E+00 3 ALL 251689.18 4064164.07 3.9417E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.0324E-05 0.00E+00 4 ALL 251623.83 4064231.20 4.1590E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1996E-05 0.00E+00 5 ALL 251513.84 4064275.85 5.7890E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.4536E-05 0.00E+00 6 ALL 251438.02 4064311.82 6.8342E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.2577E-05 0.00E+00 7 ALL 251783.23 4063871.66 1.0640E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.1854E-05 0.00E+00 8 ALL 251782.81 4063814.14 1.4164E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0897E-04 0.00E+00 9 ALL 251782.40 4063756.63 1.7680E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3602E-04 0.00E+00 10 ALL 251863.39 4063978.79 4.4965E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.4592E-05 0.00E+00 11 ALL 251843.15 4064029.13 3.8432E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.9566E-05 0.00E+00 12 ALL 251822.91 4064079.46 3.3761E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.5973E-05 0.00E+00 13 ALL 251802.67 4064129.80 3.0462E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.3435E-05 0.00E+00 14 ALL 251782.43 4064180.13 2.7999E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.1540E-05 0.00E+00 15 ALL 251762.18 4064230.47 2.6120E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0094E-05 0.00E+00 16 ALL 251692.17 4064302.39 2.7554E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.1198E-05 0.00E+00 17 ALL 251642.40 4064323.99 3.0863E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.3743E-05 0.00E+00 18 ALL 251592.63 4064345.58 3.4304E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.6391E-05 0.00E+00 19 ALL 251542.86 4064367.17 3.7412E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8782E-05 0.00E+00 20 ALL 251493.09 4064388.77 3.9847E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.0655E-05 0.00E+00 21 ALL 251443.32 4064410.36 4.1273E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1752E-05 0.00E+00 22 ALL 251883.64 4063928.46 5.3562E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.1207E-05 0.00E+00 23 ALL 251883.22 4063870.94 7.0551E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4277E-05 0.00E+00 24 ALL 251882.81 4063813.42 9.0456E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.9590E-05 0.00E+00 25 ALL 251882.40 4063755.91 1.1063E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.5113E-05 0.00E+00 26 ALL 251417.25 4063705.56 1.6373E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2596E-03 0.00E+00 27 ALL 251417.92 4063681.40 1.1889E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.1464E-04 0.00E+00 28 ALL 251416.49 4063663.79 9.6554E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.4281E-04 0.00E+00 29 ALL 251412.99 4063623.41 6.2629E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.8182E-04 0.00E+00 30 ALL 251498.72 4063668.40 8.4730E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.5185E-04 0.00E+00 31 ALL 251353.54 4063571.62 3.2977E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.5370E-04 0.00E+00 32 ALL 251477.29 4063553.03 3.5818E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7556E-04 0.00E+00 33 ALL 251369.81 4063551.70 2.8804E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.2159E-04 0.00E+00 34 ALL 251408.36 4063375.57 1.0186E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.8361E-05 0.00E+00 35 ALL 251487.54 4063408.15 1.3723E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0557E-04 0.00E+00 36 ALL 251575.18 4063438.62 1.7668E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3593E-04 0.00E+00 37 ALL 251676.28 4063511.07 2.3691E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8226E-04 0.00E+00 38 ALL 251711.65 4063592.92 2.7595E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.1230E-04 0.00E+00 39 ALL 251747.03 4063674.77 2.4971E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.9211E-04 0.00E+00 40 ALL 251316.62 4063361.78 7.0486E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4226E-05 0.00E+00 41 ALL 251216.54 4063365.73 6.1055E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.6971E-05 0.00E+00 42 ALL 251116.47 4063369.67 5.6090E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.3151E-05 0.00E+00 43 ALL 251408.33 4063277.13 5.7251E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.4044E-05 0.00E+00 44 ALL 251499.56 4063311.61 8.2465E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.3442E-05 0.00E+00 45 ALL 251590.79 4063346.09 1.0973E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.4420E-05 0.00E+00 46 ALL 251682.02 4063380.57 1.3493E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0381E-04 0.00E+00 47 ALL 251746.98 4063442.57 1.6449E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2654E-04 0.00E+00 48 ALL 251785.67 4063532.10 1.9256E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4814E-04 0.00E+00 49 ALL 251824.36 4063621.62 1.8045E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3882E-04 0.00E+00 50 ALL 251312.68 4063261.86 4.5584E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.5069E-05 0.00E+00 51 ALL 251212.61 4063265.80 4.2464E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.2668E-05 0.00E+00 257
52 ALL 251112.53 4063269.75 4.0890E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1457E-05 0.00E+00 53 ALL 250750.28 4063734.07 1.2901E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.9252E-05 0.00E+00 54 ALL 250786.04 4063639.07 1.1322E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.7103E-05 0.00E+00 55 ALL 250821.79 4063544.07 8.6946E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.6889E-05 0.00E+00 56 ALL 250885.80 4063475.42 7.0609E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4321E-05 0.00E+00 57 ALL 250978.07 4063433.12 6.3421E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.8791E-05 0.00E+00 58 ALL 250737.34 4063943.02 1.9563E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5050E-04 0.00E+00 59 ALL 250649.21 4063740.09 9.7074E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.4681E-05 0.00E+00 60 ALL 250682.73 4063651.03 9.1204E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.0165E-05 0.00E+00 61 ALL 250716.25 4063561.97 7.8700E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.0546E-05 0.00E+00 62 ALL 250749.77 4063472.91 6.2167E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.7827E-05 0.00E+00 63 ALL 250809.78 4063408.55 5.2818E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.0634E-05 0.00E+00 64 ALL 250896.28 4063368.89 4.7432E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.6490E-05 0.00E+00 65 ALL 250982.78 4063329.23 4.4007E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.3855E-05 0.00E+00 66 ALL 250634.10 4063838.44 1.1154E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.5811E-05 0.00E+00 67 ALL 250637.38 4063946.07 1.3710E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0548E-04 0.00E+00 68 ALL 251100.51 4064315.37 1.1738E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.0301E-05 0.00E+00 69 ALL 251016.32 4064272.32 1.5764E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2128E-04 0.00E+00 70 ALL 250932.12 4064229.27 1.9449E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4963E-04 0.00E+00 71 ALL 250847.92 4064186.21 2.1349E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6424E-04 0.00E+00 72 ALL 250800.49 4064117.70 2.4008E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8470E-04 0.00E+00 73 ALL 251192.40 4064335.92 9.0721E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.9794E-05 0.00E+00 74 ALL 251281.48 4064325.84 7.9537E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.1190E-05 0.00E+00 75 ALL 251102.49 4064415.35 7.4019E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.6944E-05 0.00E+00 76 ALL 251018.30 4064372.30 9.8122E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.5488E-05 0.00E+00 77 ALL 250934.10 4064329.25 1.2339E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.4926E-05 0.00E+00 78 ALL 250849.90 4064286.19 1.4386E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1068E-04 0.00E+00 79 ALL 250765.71 4064243.14 1.5493E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1919E-04 0.00E+00 80 ALL 250718.27 4064174.63 1.7381E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3372E-04 0.00E+00 81 ALL 250707.60 4064080.67 1.9211E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4780E-04 0.00E+00 82 ALL 250696.93 4063986.71 1.7822E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3711E-04 0.00E+00 83 ALL 250686.25 4063892.75 1.4687E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1299E-04 0.00E+00 84 ALL 250675.58 4063798.78 1.1680E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.9855E-05 0.00E+00 85 ALL 251194.38 4064435.90 5.8913E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.5323E-05 0.00E+00 86 ALL 251293.97 4064433.92 4.9631E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.8182E-05 0.00E+00 87 ALL 251393.55 4064431.95 4.1879E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.2218E-05 0.00E+00 88 ALL 251472.38 4063724.17 1.4883E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1450E-03 0.00E+00 89 ALL 251473.87 4063705.27 1.2631E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.7175E-04 0.00E+00 90 ALL 251471.88 4063668.95 9.3364E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.1827E-04 0.00E+00 91 ALL 251467.90 4063551.80 3.5537E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7340E-04 0.00E+00 92 ALL 251405.96 4063570.45 3.7528E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8871E-04 0.00E+00 93 ALL 251385.57 4063551.30 3.0032E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.3104E-04 0.00E+00 94 ALL 251474.54 4063431.36 1.5637E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2030E-04 0.00E+00 95 ALL 251475.81 4063417.20 1.4375E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1059E-04 0.00E+00 96 ALL 251471.79 4063390.13 1.2310E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.4700E-05 0.00E+00 97 ALL 251481.30 4063383.16 1.1864E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.1272E-05 0.00E+00 98 ALL 251471.79 4063376.18 1.1400E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.7706E-05 0.00E+00 99 ALL 251472.00 4063367.09 1.0853E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.3496E-05 0.00E+00 100 ALL 251396.31 4063445.74 1.4230E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0948E-04 0.00E+00 101 ALL 251383.41 4063445.32 1.3534E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0412E-04 0.00E+00 102 ALL 251521.05 4063429.67 1.6114E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2397E-04 0.00E+00 103 ALL 251521.48 4063419.52 1.5186E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1683E-04 0.00E+00 104 ALL 251553.09 4063527.74 2.9826E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.2946E-04 0.00E+00 105 ALL 251552.49 4063511.24 2.6938E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0724E-04 0.00E+00 106 ALL 251533.28 4063510.94 2.6924E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0714E-04 0.00E+00 107 ALL 251467.58 4063531.34 3.0493E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.3459E-04 0.00E+00 108 ALL 251495.48 4063533.14 3.1034E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.3875E-04 0.00E+00 109 ALL 251579.79 4063520.24 2.8075E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.1599E-04 0.00E+00 110 ALL 251581.89 4063507.94 2.6151E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0118E-04 0.00E+00 111 ALL 251656.29 4063429.03 1.6900E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3002E-04 0.00E+00 112 ALL 251522.48 4063454.54 1.8754E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4428E-04 0.00E+00 113 ALL 251655.99 4063419.43 1.6161E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2433E-04 0.00E+00 114 ALL 251769.83 4063416.82 1.4624E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1251E-04 0.00E+00 115 ALL 251795.25 4063414.70 1.4035E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0798E-04 0.00E+00 116 ALL 251395.34 4063957.20 1.2056E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.2751E-04 0.00E+00 117 ALL 251422.90 4063957.35 8.2792E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.3693E-04 0.00E+00 118 ALL 251355.08 4063984.61 1.0908E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.3920E-04 0.00E+00 119 ALL 251335.03 4063985.55 1.2802E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.8486E-04 0.00E+00 120 ALL 251407.73 4064058.90 2.6573E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0443E-04 0.00E+00 258
121 ALL 251426.03 4064065.51 2.2833E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.7566E-04 0.00E+00 122 ALL 251427.83 4064076.01 2.0972E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6134E-04 0.00E+00 123 ALL 251421.34 4064100.09 1.8255E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4044E-04 0.00E+00 124 ALL 251431.96 4064108.12 1.6765E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2898E-04 0.00E+00 125 ALL 251431.75 4064099.01 1.7740E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3648E-04 0.00E+00 126 ALL 251377.11 4064117.44 1.9659E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5124E-04 0.00E+00 127 ALL 251427.84 4064139.77 1.4123E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0865E-04 0.00E+00 128 ALL 251425.89 4064130.45 1.4943E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1496E-04 0.00E+00 129 ALL 251437.60 4064128.71 1.4757E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1353E-04 0.00E+00 130 ALL 251442.01 4064153.19 1.3019E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0016E-04 0.00E+00 131 ALL 251429.79 4064167.76 1.2184E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.3737E-05 0.00E+00 132 ALL 251423.21 4064173.87 1.1936E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.1830E-05 0.00E+00 133 ALL 251392.66 4064185.78 1.2132E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.3336E-05 0.00E+00 134 ALL 251430.10 4064186.09 1.1164E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.5886E-05 0.00E+00 135 ALL 251421.48 4064186.09 1.1277E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.6759E-05 0.00E+00 136 ALL 251280.01 4064312.85 8.4812E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.5247E-05 0.00E+00 137 ALL 251254.80 4064290.65 9.9956E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.6898E-05 0.00E+00 138 ALL 251271.00 4064286.74 9.8439E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.5731E-05 0.00E+00 139 ALL 251380.24 4064290.05 7.5969E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.8444E-05 0.00E+00 140 ALL 251374.24 4064324.56 6.6304E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.1009E-05 0.00E+00 141 ALL 251373.04 4064311.35 7.0256E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4049E-05 0.00E+00 142 ALL 251497.58 4064233.03 7.3605E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.6626E-05 0.00E+00 143 ALL 251496.68 4064221.92 7.6800E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.9084E-05 0.00E+00 144 ALL 251511.09 4064227.62 6.8855E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.2972E-05 0.00E+00 145 ALL 251527.29 4064233.63 6.1980E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.7683E-05 0.00E+00 146 ALL 251524.59 4064221.92 6.5297E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.0234E-05 0.00E+00 147 ALL 251494.72 4064278.46 6.5131E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.0106E-05 0.00E+00 148 ALL 251496.00 4064258.31 6.8712E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.2862E-05 0.00E+00 149 ALL 251510.03 4064257.29 6.2889E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.8382E-05 0.00E+00 150 ALL 251526.86 4064257.54 5.7459E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.4204E-05 0.00E+00 151 ALL 251612.98 4064260.98 3.9950E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.0734E-05 0.00E+00 152 ALL 250773.31 4063447.18 5.8509E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.5013E-05 0.00E+00 153 ALL 250909.68 4064317.38 1.2977E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.9833E-05 0.00E+00 154 ALL 250904.38 4064270.76 1.5825E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2175E-04 0.00E+00 155 ALL 250885.67 4064329.39 1.2313E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.4727E-05 0.00E+00 156 ALL 250867.66 4064335.04 1.1996E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.2289E-05 0.00E+00 259
Mitigated Construction (Tier 4 Scenario) Combined with Operations Maximum Cancer Risk Chronic Acute
(Risk per Million) Non-Cancer Hazard Index Non-Cancer Hazard Index Construction at the Construction MER (Receptor #26) 1.64 0.0013 0.0000 Operations at the Construction MER (Receptor #26)* 10.59 0.0027 0.0000 Combined 70-Year Exposure Scenario for Construction
+ Operations at the Construction MER 12.23 0.0040 0.0000 Construction at the Operational MER (Receptor #88) 1.49 0.0011 0.0000 Operations at the Operational MER (Receptor #88)* 11.31 0.0029 0.0000 Combined 70-Year Exposure Scenario for Construction
+ Operations at the Operational MER 12.80 0.0040 0.0000 Exposure Scenario
Note: *Starting after the construction period.
At the Construction MER
At the Operational MER
260
HARP2 - HRACalc (dated 22118) 11/12/2024 11:16:20 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
Pathway receptors loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: All
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: -0.25
Total Exposure Duration: 1.5
Exposure Duration Bin Distribution
3rd Trimester Bin: 0.25
0<2 Years Bin: 1.5
2<9 Years Bin: 0
2<16 Years Bin: 0
16<30 Years Bin: 0
16 to 70 Years Bin: 0
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: True
Dermal: True
Mother's milk: True
Water: False
Fish: False
Homegrown crops: True
261
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: LongTerm24HR
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: OFF
**********************************
SOIL & DERMAL PATHWAY SETTINGS
Deposition rate (m/s): 0.02
Soil mixing depth (m): 0.01
Dermal climate: Mixed
**********************************
HOMEGROWN CROP PATHWAY SETTINGS
Household type: HouseholdsthatGarden
Fraction leafy: 0.137
Fraction exposed: 0.137
Fraction protected: 0.137
Fraction root: 0.137
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
262
Calculating cancer risk
Cancer risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4CancerRisk.csv
Cancer risk total by receptor saved to: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4CancerRiskSumByRec.csv
Calculating chronic risk
Chronic risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4NCChronicRisk.csv
Chronic risk total by receptor saved to: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4NCChronicRiskSumByRec.csv
Calculating acute risk
Acute risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4NCAcuteRisk.csv
Acute risk total by receptor saved to: F:\HRA\0014-024\HARP\03 - T4 Mit Con\hra\Mit Con T4NCAcuteRiskSumByRec.csv
HRA ran successfully
263
Health Risk Assessment
Mitigated Construction
Level 3 Filters Equipment Scenario
264
Project Site - Construction DPM Emissions as PM10 Exhaust Estimation of Annual Onsite Construction Emissions
Start of Construction 7/1/2023
End of Construction 7/31/2024 Total
Number of Days 396 396
Number of Hours 9,504 9,504
Number of Years 1.08
Size of the construction area source: 61,767.4 sq-meters Year
Level 3 Filters
Mitigated Unmitigated
On-site Construction On-site DPM Onsite PM2.5
Activity (pounds) (tons)
2023 On-site Site Preparation 8.1228
2023 On-site Grading 8.2214
2023 On-site Building Construction 7.8074
2024 On-site Building Construction 18.9228
2024 On-site Paving 2.8471
2024 On-site Architectural Coating 0.6374
Total Mitigated DPM (On-site) 46.5589 pounds
Average Emission 2.114E+04 grams
6.178E-04 grams/sec
1.000E-08 grams/m2-sec
Tons/Construction Period 46.5589
Pounds/Construction Period 46.5589
Pounds/Day 0.1176
Pounds/Hour (lbs/hr) 0.0049
Average Pounds per Year (lbs/yr) 30.5690
Central Transport Regional Facility (Mitigated Construction - Level 3 Filters Scenario) 265
Central Transport Regional Facility (Mitigated Construction - Level 3 Filters Scenario) Start of Construction 7/1/2023
End of Construction 7/31/2024 Total
Number of Days 396 396
Number of Hours 9,504 9,504
2023 2023 2023 2024 2024 2024
Construction Trip Type Site Preparation Grading
Building
Construction
Building
Construction Paving
Architectural
Coating
Total
(pounds)
DPMTotal (pounds) 0.00099 0.02356 0.26645 0.714390239 0.03075 0.63738 1.67352 Haul Truck Vendor Truck Worker Total
Site Preparation 0.00 0.00 17.50 17.50
Grading 0.00 2.00 22.50 24.50
Building Construction 0.00 14.37 34.96 49.34
Paving 0.00 4.00 15.00 19.00
Architectural Coating 0.00 0.00 6.99 6.99
Total 0.00 20.37 96.96 117.33
Haul Truck Vendor Truck Worker Total
(pounds) (pounds) (pounds) (pounds)
Total DPM 0.000E+00 2.906E-01 1.383E+00 1.674E+00 Total PM2.5 Total Average Emissions
Grams 0.000E+00 1.319E+02 6.278E+02 Average EmissionsGrams Grams/sec 0.000E+00 3.856E-06 1.835E-05 Grams/sec
Default Distance 20 8.53 11.41
Vehicle Travel Distances in the Construction HRA (miles) Vehicle Travel Distances in the Construction HRA (miles) Road Segment 1 (mi) 0.63 0.63 0.63 miles Road Segment 1 (mi) Trip Distribution (percent)
Off-site Road Segment 1 100.0% 100.0% 100.0% off-site Off-site Road Segment 1 Total Average Offsite Vehicle Emissions Along Travel Distance (g/sec) Total Total Average Offsite Vehicle Emissions Along Travel Dist Road Segment 1 0.000E+00 2.859E-07 1.017E-06 1.303E-06 Road Segment 1 Grams/sec Pounds/Hour Pounds/Day Pounds/year Tons/year
Road Segment 1 1.303E-06 1.034E-05 2.482E-04 9.060E-02 4.530E-05 Default Vehicle Travel Distance in CalEEMod
Estimation of Annual Offsite Construction DPM Emissions (Level 3 Filters Mitigated Construction - No Change Compared to Unmitigated)
266
Health Risk Summary - Level 3 Filters Mitigated Construction (Summary of HARP2 Results) Central Transport Regional Facility (Mitigated Construction - Level 3 Filters Scenario) Cancer MAXHI MAXHI
RISK_SUM Risk/million NonCancer Chronic Acute
Maximum Risk 2.191E-06 2.19 1.685E-03 0.00E+00
X Y
MEI UTM 251417.25 4063705.56
Receptor # 26
*HARP - HRACalc v22118 11/12/2024 11:46:46 PM - Cancer Risk - Input File: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3HRAInput.hra *HARP - HRACalc v22118 11/12/2024 11:46:46 PM - Chronic Risk - Input File: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3HRAInput.hra *HARP - HRACalc v22118 11/12/2024 11:46:46 PM - Acute Risk - Input File: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3HRAInput.hra
MAXHI MAXHI
REC GRP X Y RISK_SUM SCENARIO NonCancerChronic Acute
1 ALL 251764.75 4063976.15 8.5886E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.6074E-05 0.00E+00 2 ALL 251726.96 4064070.11 6.3515E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.8864E-05 0.00E+00 3 ALL 251689.18 4064164.07 5.2511E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.0398E-05 0.00E+00 4 ALL 251623.83 4064231.20 5.5295E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.2539E-05 0.00E+00 5 ALL 251513.84 4064275.85 7.5492E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.8078E-05 0.00E+00 6 ALL 251438.02 4064311.82 8.7600E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.7393E-05 0.00E+00 7 ALL 251783.23 4063871.66 1.4236E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0952E-04 0.00E+00 8 ALL 251782.81 4063814.14 1.8960E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4586E-04 0.00E+00 9 ALL 251782.40 4063756.63 2.3673E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8212E-04 0.00E+00 10 ALL 251863.39 4063978.79 6.0102E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.6238E-05 0.00E+00 11 ALL 251843.15 4064029.13 5.1341E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.9498E-05 0.00E+00 12 ALL 251822.91 4064079.46 4.5080E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.4681E-05 0.00E+00 13 ALL 251802.67 4064129.80 4.0660E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1281E-05 0.00E+00 14 ALL 251782.43 4064180.13 3.7365E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8746E-05 0.00E+00 15 ALL 251762.18 4064230.47 3.4859E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.6818E-05 0.00E+00 16 ALL 251692.17 4064302.39 3.6770E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8288E-05 0.00E+00 17 ALL 251642.40 4064323.99 4.1167E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1670E-05 0.00E+00 18 ALL 251592.63 4064345.58 4.5723E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.5176E-05 0.00E+00 19 ALL 251542.86 4064367.17 4.9804E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.8315E-05 0.00E+00 20 ALL 251493.09 4064388.77 5.2959E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.0742E-05 0.00E+00 21 ALL 251443.32 4064410.36 5.4869E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.2212E-05 0.00E+00 22 ALL 251883.64 4063928.46 7.1632E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.5108E-05 0.00E+00 23 ALL 251883.22 4063870.94 9.4397E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.2622E-05 0.00E+00 24 ALL 251882.81 4063813.42 1.2107E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.3144E-05 0.00E+00 25 ALL 251882.40 4063755.91 1.4812E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1395E-04 0.00E+00 26 ALL 251417.25 4063705.56 2.1905E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6852E-03 0.00E+00 27 ALL 251417.92 4063681.40 1.5893E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2227E-03 0.00E+00 28 ALL 251416.49 4063663.79 1.2900E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.9242E-04 0.00E+00 29 ALL 251412.99 4063623.41 8.3551E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.4278E-04 0.00E+00 30 ALL 251498.72 4063668.40 1.1334E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.7193E-04 0.00E+00 31 ALL 251353.54 4063571.62 4.4064E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.3899E-04 0.00E+00 32 ALL 251477.29 4063553.03 4.7652E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.6660E-04 0.00E+00 33 ALL 251369.81 4063551.70 3.8435E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.9569E-04 0.00E+00 34 ALL 251408.36 4063375.57 1.3253E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0196E-04 0.00E+00 35 ALL 251487.54 4063408.15 1.8160E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3971E-04 0.00E+00 36 ALL 251575.18 4063438.62 2.3607E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8161E-04 0.00E+00 37 ALL 251676.28 4063511.07 3.1715E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.4399E-04 0.00E+00 38 ALL 251711.65 4063592.92 3.6955E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8431E-04 0.00E+00 39 ALL 251747.03 4063674.77 3.3442E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.5727E-04 0.00E+00 40 ALL 251316.62 4063361.78 9.3944E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.2274E-05 0.00E+00 41 ALL 251216.54 4063365.73 8.1598E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.2775E-05 0.00E+00 42 ALL 251116.47 4063369.67 7.5033E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.7724E-05 0.00E+00 43 ALL 251408.33 4063277.13 7.6289E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.8691E-05 0.00E+00 44 ALL 251499.56 4063311.61 1.0936E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.4132E-05 0.00E+00 45 ALL 251590.79 4063346.09 1.4651E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1272E-04 0.00E+00 46 ALL 251682.02 4063380.57 1.8052E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3888E-04 0.00E+00 47 ALL 251746.98 4063442.57 2.2021E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6941E-04 0.00E+00 48 ALL 251785.67 4063532.10 2.5787E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.9839E-04 0.00E+00 49 ALL 251824.36 4063621.62 2.4166E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8591E-04 0.00E+00 50 ALL 251312.68 4063261.86 6.0893E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.6846E-05 0.00E+00 51 ALL 251212.61 4063265.80 5.6775E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.3678E-05 0.00E+00 52 ALL 251112.53 4063269.75 5.4703E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.2084E-05 0.00E+00 53 ALL 250750.28 4063734.07 1.7283E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3296E-04 0.00E+00 54 ALL 250786.04 4063639.07 1.5167E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1668E-04 0.00E+00 55 ALL 250821.79 4063544.07 1.1645E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.9589E-05 0.00E+00 56 ALL 250885.80 4063475.42 9.4550E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.2740E-05 0.00E+00 267
57 ALL 250978.07 4063433.12 8.4898E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.5314E-05 0.00E+00 58 ALL 250737.34 4063943.02 2.6212E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0166E-04 0.00E+00 59 ALL 250649.21 4063740.09 1.3004E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0004E-04 0.00E+00 60 ALL 250682.73 4063651.03 1.2217E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.3991E-05 0.00E+00 61 ALL 250716.25 4063561.97 1.0542E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.1100E-05 0.00E+00 62 ALL 250749.77 4063472.91 8.3260E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.4054E-05 0.00E+00 63 ALL 250809.78 4063408.55 7.0726E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.4411E-05 0.00E+00 64 ALL 250896.28 4063368.89 6.3499E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.8851E-05 0.00E+00 65 ALL 250982.78 4063329.23 5.8899E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.5312E-05 0.00E+00 66 ALL 250634.10 4063838.44 1.4943E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1496E-04 0.00E+00 67 ALL 250637.38 4063946.07 1.8369E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4131E-04 0.00E+00 68 ALL 251100.51 4064315.37 1.5711E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2087E-04 0.00E+00 69 ALL 251016.32 4064272.32 2.1113E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6242E-04 0.00E+00 70 ALL 250932.12 4064229.27 2.6055E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0045E-04 0.00E+00 71 ALL 250847.92 4064186.21 2.8604E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.2005E-04 0.00E+00 72 ALL 250800.49 4064117.70 3.2170E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.4749E-04 0.00E+00 73 ALL 251192.40 4064335.92 1.2130E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.3320E-05 0.00E+00 74 ALL 251281.48 4064325.84 1.0613E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.1648E-05 0.00E+00 75 ALL 251102.49 4064415.35 9.9028E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.6185E-05 0.00E+00 76 ALL 251018.30 4064372.30 1.3136E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0106E-04 0.00E+00 77 ALL 250934.10 4064329.25 1.6525E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2713E-04 0.00E+00 78 ALL 250849.90 4064286.19 1.9272E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4826E-04 0.00E+00 79 ALL 250765.71 4064243.14 2.0757E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5969E-04 0.00E+00 80 ALL 250718.27 4064174.63 2.3289E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.7916E-04 0.00E+00 81 ALL 250707.60 4064080.67 2.5741E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.9803E-04 0.00E+00 82 ALL 250696.93 4063986.71 2.3880E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8371E-04 0.00E+00 83 ALL 250686.25 4063892.75 1.9678E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5139E-04 0.00E+00 84 ALL 250675.58 4063798.78 1.5647E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2038E-04 0.00E+00 85 ALL 251194.38 4064435.90 7.8742E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.0578E-05 0.00E+00 86 ALL 251293.97 4064433.92 6.6225E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.0948E-05 0.00E+00 87 ALL 251393.55 4064431.95 5.5775E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.2909E-05 0.00E+00 88 ALL 251472.38 4063724.17 1.9902E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5311E-03 0.00E+00 89 ALL 251473.87 4063705.27 1.6886E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2991E-03 0.00E+00 90 ALL 251471.88 4063668.95 1.2468E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 9.5919E-04 0.00E+00 91 ALL 251467.90 4063551.80 4.7162E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.6282E-04 0.00E+00 92 ALL 251405.96 4063570.45 4.9957E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.8433E-04 0.00E+00 93 ALL 251385.57 4063551.30 4.0029E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.0795E-04 0.00E+00 94 ALL 251474.54 4063431.36 2.0627E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5869E-04 0.00E+00 95 ALL 251475.81 4063417.20 1.8954E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4582E-04 0.00E+00 96 ALL 251471.79 4063390.13 1.6172E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2442E-04 0.00E+00 97 ALL 251481.30 4063383.16 1.5650E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2040E-04 0.00E+00 98 ALL 251471.79 4063376.18 1.4967E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1514E-04 0.00E+00 99 ALL 251472.00 4063367.09 1.4245E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0959E-04 0.00E+00 100 ALL 251396.31 4063445.74 1.8782E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4449E-04 0.00E+00 101 ALL 251383.41 4063445.32 1.7920E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3786E-04 0.00E+00 102 ALL 251521.05 4063429.67 2.1463E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6512E-04 0.00E+00 103 ALL 251521.48 4063419.52 2.0221E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5557E-04 0.00E+00 104 ALL 251553.09 4063527.74 3.9878E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.0679E-04 0.00E+00 105 ALL 251552.49 4063511.24 3.6008E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7702E-04 0.00E+00 106 ALL 251533.28 4063510.94 3.5964E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7668E-04 0.00E+00 107 ALL 251467.58 4063531.34 4.0406E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1085E-04 0.00E+00 108 ALL 251495.48 4063533.14 4.1367E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 3.1824E-04 0.00E+00 109 ALL 251579.79 4063520.24 3.7554E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.8891E-04 0.00E+00 110 ALL 251581.89 4063507.94 3.4977E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.6909E-04 0.00E+00 111 ALL 251656.29 4063429.03 2.2611E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.7395E-04 0.00E+00 112 ALL 251522.48 4063454.54 2.5000E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.9233E-04 0.00E+00 113 ALL 251655.99 4063419.43 2.1620E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6633E-04 0.00E+00 114 ALL 251769.83 4063416.82 1.9578E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5062E-04 0.00E+00 115 ALL 251795.25 4063414.70 1.8791E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4456E-04 0.00E+00 116 ALL 251395.34 4063957.20 1.6139E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2416E-03 0.00E+00 117 ALL 251422.90 4063957.35 1.1058E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.5072E-04 0.00E+00 118 ALL 251355.08 4063984.61 1.4610E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1239E-03 0.00E+00 119 ALL 251335.03 4063985.55 1.7150E-06 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3194E-03 0.00E+00 120 ALL 251407.73 4064058.90 3.5356E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.7200E-04 0.00E+00 121 ALL 251426.03 4064065.51 3.0208E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.3240E-04 0.00E+00 122 ALL 251427.83 4064076.01 2.7696E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.1307E-04 0.00E+00 123 ALL 251421.34 4064100.09 2.4125E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.8560E-04 0.00E+00 124 ALL 251431.96 4064108.12 2.2019E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6940E-04 0.00E+00 125 ALL 251431.75 4064099.01 2.3325E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.7945E-04 0.00E+00 126 ALL 251377.11 4064117.44 2.6196E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 2.0153E-04 0.00E+00 127 ALL 251427.84 4064139.77 1.8537E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4261E-04 0.00E+00 128 ALL 251425.89 4064130.45 1.9653E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.5120E-04 0.00E+00 129 ALL 251437.60 4064128.71 1.9254E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.4812E-04 0.00E+00 130 ALL 251442.01 4064153.19 1.6857E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2968E-04 0.00E+00 268
131 ALL 251429.79 4064167.76 1.5928E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2253E-04 0.00E+00 132 ALL 251423.21 4064173.87 1.5660E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2048E-04 0.00E+00 133 ALL 251392.66 4064185.78 1.6077E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2368E-04 0.00E+00 134 ALL 251430.10 4064186.09 1.4563E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1204E-04 0.00E+00 135 ALL 251421.48 4064186.09 1.4794E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.1382E-04 0.00E+00 136 ALL 251280.01 4064312.85 1.1319E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 8.7077E-05 0.00E+00 137 ALL 251254.80 4064290.65 1.3353E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0273E-04 0.00E+00 138 ALL 251271.00 4064286.74 1.3145E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.0113E-04 0.00E+00 139 ALL 251380.24 4064290.05 1.0051E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.7322E-05 0.00E+00 140 ALL 251374.24 4064324.56 8.7805E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.7551E-05 0.00E+00 141 ALL 251373.04 4064311.35 9.3055E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.1589E-05 0.00E+00 142 ALL 251497.58 4064233.03 9.5212E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.3249E-05 0.00E+00 143 ALL 251496.68 4064221.92 9.9408E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 7.6477E-05 0.00E+00 144 ALL 251511.09 4064227.62 8.9846E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.9121E-05 0.00E+00 145 ALL 251527.29 4064233.63 8.1347E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.2582E-05 0.00E+00 146 ALL 251524.59 4064221.92 8.5675E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.5911E-05 0.00E+00 147 ALL 251494.72 4064278.46 8.3658E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.4360E-05 0.00E+00 148 ALL 251496.00 4064258.31 8.8517E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.8098E-05 0.00E+00 149 ALL 251510.03 4064257.29 8.1859E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.2976E-05 0.00E+00 150 ALL 251526.86 4064257.54 7.5360E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 5.7976E-05 0.00E+00 151 ALL 251612.98 4064260.98 5.3117E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 4.0864E-05 0.00E+00 152 ALL 250773.31 4063447.18 7.8356E-08 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 6.0281E-05 0.00E+00 153 ALL 250909.68 4064317.38 1.7381E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.3371E-04 0.00E+00 154 ALL 250904.38 4064270.76 2.1199E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.6309E-04 0.00E+00 155 ALL 250885.67 4064329.39 1.6492E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2688E-04 0.00E+00 156 ALL 250867.66 4064335.04 1.6068E-07 1.5YrCancerHighEnd_InhSoilDermMMilkCrops 1.2361E-04 0.00E+00 269
Mitigated Construction (Level 3 Filters Scenario) Combined with Operations Maximum Cancer Risk Chronic Acute
(Risk per Million) Non-Cancer Hazard Index Non-Cancer Hazard Index Construction at the Construction MER (Receptor #26) 2.19 0.0017 0.0000 Operations at the Construction MER (Receptor #26)* 10.59 0.0027 0.0000 Combined 70-Year Exposure Scenario for Construction
+ Operations at the Construction MER 12.78 0.0044 0.0000 Construction at the Operational MER (Receptor #88) 1.99 0.0015 0.0000 Operations at the Operational MER (Receptor #88)* 11.31 0.0029 0.0000 Combined 70-Year Exposure Scenario for Construction
+ Operations at the Operational MER 13.30 0.0044 0.0000 Exposure Scenario
Note: *Starting after the construction period.
At the Construction MER
At the Operational MER
270
HARP2 - HRACalc (dated 22118) 11/12/2024 11:46:46 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
Pathway receptors loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: All
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: -0.25
Total Exposure Duration: 1.5
Exposure Duration Bin Distribution
3rd Trimester Bin: 0.25
0<2 Years Bin: 1.5
2<9 Years Bin: 0
2<16 Years Bin: 0
16<30 Years Bin: 0
16 to 70 Years Bin: 0
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: True
Dermal: True
Mother's milk: True
271
Water: False
Fish: False
Homegrown crops: True
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: LongTerm24HR
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: OFF
**********************************
SOIL & DERMAL PATHWAY SETTINGS
Deposition rate (m/s): 0.02
Soil mixing depth (m): 0.01
Dermal climate: Mixed
**********************************
HOMEGROWN CROP PATHWAY SETTINGS
Household type: HouseholdsthatGarden
Fraction leafy: 0.137
Fraction exposed: 0.137
Fraction protected: 0.137
Fraction root: 0.137
272
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating cancer risk
Cancer risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3CancerRisk.csv
Cancer risk total by receptor saved to: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3CancerRiskSumByRec.csv
Calculating chronic risk
Chronic risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3NCChronicRisk.csv
Chronic risk total by receptor saved to: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3NCChronicRiskSumByRec.csv
Calculating acute risk
Acute risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3NCAcuteRisk.csv
Acute risk total by receptor saved to: F:\HRA\0014-024\HARP\02 - Level 3 Mit Con\hra\Mit Con L3NCAcuteRiskSumByRec.csv
HRA ran successfully
273
Health Risk Screening
Operational DPM Health Risk Assessment
274
Central Transport Regional Facility DPM - Project Operations Emission Assumptions
Emission Factors
1) Truck Emissions
(1) EMFAC2021 for emission rates
(a) Calculations for Fresno County - 2024 Operational Year (b) Truck Mix
(c) Truck Idle One instance per trip
(d) Onsite Vehicle Travel Speed 5 mph for trucks
(e) Offsite Vehicle Travel Speed
Traffic Allocation
1) Traffic distribution based on site layout identified in the site plan 2) Project-specific trip generation
3) Onsite travel emissions generated from diesel vehicles 4) Onsite idling emissions generated only by trucks
Emission Source Configuration
1) Project onsite truck traffic represented by a line source 2) Project onsite truck idling represented as line sources (series of point sources) 3) Offsite vehicles represented by a line source
Onsite Vehicle Travel Segments
Segment Source ID Segment Travel Distance (m)
On-site Truck Travel SLINE2 759.2
Onsite Truck Idling
On-site Idling – Location 1 SLINE3 196.0
On-site Idling – Location 2 SLINE4 249.2
On-site Idling – Location 3 SLINE5 214.9
On-site Idling – Location 4 SLINE6 188.6
Offsite Vehicle Travel Segments
Segment Segment Travel Distance (m) Notes
Offsite Travel SLINE1 1017.7
Other Input Parameters
Truck Operations (hr/day): 24
Dock Idle 2
5-25 mph aggregated for trucks (per SJVAPCD staff comment on modeling assumptions for a similar project)
100% HHD
Parking Idle 1
Parking Idle 2
Dock Idle 1
275
Central Transport Regional Facility
Vehicle Fleet Mix
Total Daily Truck Trips Cars Trucks Other Total Daily Truck Trips (Trips/day) Daily Trips 0 126.000 0 126.00
126 Fleet Mix 0.0% 100.0% 0.0% 100.0%
—
126
Vehicle Fleet
Trucks
Project Project
Vehicle Distribution Vehicle Mix % Diesel Trips Trips
HHDT (4+ axle truck) 100.0% 100.0% 126 126.0 0 126 100.00% 0.00% Truck Subtotal 100.0% 126 126.0 0 126 100.00% 0.00% 100.00% Truck fleet mix consistent with the project CalEEMod runs used in the Air Quality Analysis.
Assumed 100% diesel for HHDT.
% NonDiesel Trips Total TripsTotal Number
of Daily Trips
Number of
Daily Diesel
Number of
Daily NonTotal Number of Daily Trips
% Diesel
Trips
276
Central Transport Regional Facility
Trip Distribution
Vehicle Allocation - Number of Daily Diesel Trips
Allocation of Truck Trips
Percent Allocation - On-site Travel 100% On-site Travel – Route 1 (DSL trucks) 100% Total Diesel Truck Trips
Segment - On-site Travel Source ID LDA LDT1 LDT2 MDT LHDT1 LHDT2 MHDT HHDT OBUS UBUS SBUS MH Total On-site Truck Travel SLINE2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 126.0 0.0 0.0 0.0 0.0 126.0 Total Diesel Trucks — 0 0 0 0 0 0 0 126 0 0 0 0 126
23.1% On-site Idling – Location 1
29.4% On-site Idling – Location 2
25.3% On-site Idling – Location 3
22.2% On-site Idling – Location 4
100% Total Diesel Truck Trips
Segment - On-site Truck Idle Source ID LDA LDT1 LDT2 MDT LHDT1 LHDT2 MHDT HHDT OBUS UBUS SBUS MH Total On-site Idling – Location 1 SLINE3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 29.1 0.0 0.0 0.0 0.0 29.1 On-site Idling – Location 2 SLINE4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 37.0 0.0 0.0 0.0 0.0 37.0 On-site Idling – Location 3 SLINE5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 31.9 0.0 0.0 0.0 0.0 31.9 On-site Idling – Location 4 SLINE6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 28.0 0.0 0.0 0.0 0.0 28.0 Total Idling (Diesel Trucks Idling) — 0 0 0 0 0 0 0 126 0 0 0 0 126 Percent Allocation of Trips - On-site Diesel Truck Idling 277
Central Transport Regional Facility
Diesel Vehicle Emissions
Processes Modeled
Diesel vehicle exhaust
Diesel vehicle idling
Facility Operations
24 hrs/day, 52 weeks/year
On-site Travel Links Modeled
Link
Truck
Type
Average
Speed
(mph)
Emission
Factor
(g/mi)
Trips per
Daily (in
and out)
Link
Length
(m)
Link
Length
(mi)
Ave
Emissions
Over Link
(g/day)
Ave
Emissions
(lbs/day)
Average
Emissions
(g/sec)
Total
Emissions for
all Vehicles
(g/sec)
SLINE2 HHDT 5 0.114 126.0 759.2 0.47 6.785E+00 1.49E-02 7.853E-05 7.8527E-05 278
Central Transport Regional Facility
Diesel Truck Idling Emissions EmissionsIdle Time (minutes/day) One instance per trip Onsite Vehicle
Travel Segments Truck Type
DPM
Emission
Factor
(grams/day)
Idling
Time
(min)
Number Idling
Vehicle Trips/day
Emissions
(g/day)
Emissions
(lb/day)
Average
Emissions
(g/sec)
Total
Emissions for
all Vehicles
(g/sec)
SLINE3 HHDT 1.445 15 29.1 4.38E-01 9.65E-04 5.07E-06 5.0692E-06 SLINE4 HHDT 1.445 15 37.0 5.57E-01 1.23E-03 6.45E-06 6.4452E-06 SLINE5 HHDT 1.445 15 31.9 4.80E-01 1.06E-03 5.56E-06 5.5581E-06 SLINE6 HHDT 1.445 15 28.0 4.80E-01 1.06E-03 5.56E-06 5.5581E-06 279
Central Transport Regional Facility
Project Operations 24 hours/day
Emission Rates
Offsite DSL Truck Roadway Emissions
Segment ID Description % total Trips
SLINE1 100.0%
100.0%
Segment ID: SLINE1
Travel Distance: 1017.7 meters
Operations 24 hours/day
Daily Trips Emission Factor Travel Distance Emissions Emissions Vehicle Class (trips/day) (g/mi) (mi) (g/day) (g/sec)
HHDT-DSL 126.0 0.1575432 0.63 12.550 1.45E-04
Total 126.0 1.45E-04
Running Emissions 5-25 mph Averaged (EMFAC2021 for Fresno County by vehicle type and speed)
Offsite Travel
Total
280
DPM - Project Operations 2024
EMFAC Running Diesel Exhaust Emissions
in units of grams/mile
Source: EMFAC2021 (v1.0.2) Emission Rates
Tulare County
Emission Factor (g/mi)
5 mph 10 mph 25 mph 35 mph
HHDT DSL 0.114 0.02 0.007 —
281
Off-site Truck Running Emissions for the Health Risk Screening Analysis—Central Transport Regional Facility Source: EMFAC2021 (v1.0.2) Emission Rates
Region Type: County
Region: Fresno
Calendar Year: 2024
Season: Annual
Vehicle Classification: EMFAC2007 Categories
Units: miles/year for CVMT and EVMT, g/mile for RUNEX, PMBW and PMTW, mph for Speed, kWh/mile for Energy Consumption, gallon/mile for Fuel Consumption. PHEV calculated based on total VMT.
Region Calendar Year
Vehicle
Category Model Year Speed Fuel VMT NOx_RUNEX PM2.5_RUNEX PM10_RUNEX CO2_RUNEX CH4_RUNEX N2O_RUNEX ROG_RUNEX TOG_RUNEX CO_RUNEX SOx_RUNEX Fresno 2024 HHDT Aggregate 5 Diesel 857.6377001 18.43067276 0.109234569 0.114173672 3444.177406 0.026135401 0.542631553 0.562688021 0.640577479 1.32784874 0.0326143 Fresno 2024 HHDT Aggregate 10 Diesel 13804.72972 8.860856617 0.018519159 0.019356513 2983.611313 0.005132034 0.470069177 0.110491284 0.125785916 0.721051203 0.028253015 Fresno 2024 HHDT Aggregate 15 Diesel 31594.8451 5.559237449 0.009599707 0.010033764 2397.51481 0.001999007 0.377729435 0.043038072 0.048995569 0.390042408 0.022703032 Fresno 2024 HHDT Aggregate 20 Diesel 56529.76866 3.720822821 0.006338918 0.006625536 2056.020635 0.00107288 0.323926888 0.023098803 0.026296229 0.251493406 0.019469286 Fresno 2024 HHDT Aggregate 25 Diesel 37757.57659 3.319151302 0.007035557 0.007353673 1875.744823 0.000938538 0.295524361 0.020206466 0.023003523 0.209120641 0.017762182 Total 39.89074095 0.15072791 0.157543157 12757.06899 0.03527786 2.009881414 0.759522646 0.864658717 2.899556397 0.120801815 Running Emissions 5-25 MPH Averaged NOx_RUNEX PM2.5_RUNEX PM10_RUNEX CO2_RUNEX CH4_RUNEX N2O_RUNEX ROG_RUNEX TOG_RUNEX CO_RUNEX SOx_RUNEX HHDT 7.9781 0.0301 0.0315 2551.4138 0.0071 0.4020 0.1519 0.1729 0.5799 0.0242 282
Central Transport Regional Facility
Summary of Emissions in Pounds
Diesel Truck Idling Emissions
Segment - On-site Truck Idle
Emissions
(g/day)
Emissions
(lb/day)
Emissions
(lb/year)
Max Emissions
in an Hour
(lbs/hr) Source Group
On-site Idling – Location 1 PARKING1 0.437982707 0.00096472 0.352122661 9.6472E-05 IDLE1 On-site Idling – Location 2 PARKING2 0.556863727 0.001226572 0.447698812 0.000122657 IDLE2 On-site Idling – Location 3 DOCK1 0.480216754 0.001057746 0.386077346 0.000105775 IDLE3 On-site Idling – Location 4 DOCK2 0.480216754 0.001057746 0.386077346 0.000105775 IDLE4 Subtotal Idle 1.955279941 0.004306784 1.571976164
Diesel Truck On-site Travel Emissions (5 mph)
Segment Source ID Source #
Source
Group
Emissions
(g/day)
Emissions
(lb/day)
Emissions
(lb/year)
Max Emissions
in an Hour
(lbs/hr)
On-site Truck Travel ONSITE 3 ONSITE 6.784731004 0.014944341 5.454684618 0.001494434 Subtotal On-site Travel 6.784731004 0.014944341 5.454684618 Diesel Truck Localized Off-site Travel Emissions (5-25 mph aggregated) Segment Source ID Source #
Source
Group
Emissions
(g/day)
Emissions
(lb/day)
Emissions
(lb/year)
Max Emissions
in an Hour
(lbs/hr)
Offsite Travel OFFRD 2 OFFRD 12.54959718 0.027642285 10.08943386 0.004607047 Subtotal Off-site Travel 12.54959718 0.027642285 10.08943386 Notes: Divided pounds per day by 10 hours to estimate maximum pounds in an hour. 283
HARP2 - HRACalc (dated 22118) 11/12/2024 9:10:51 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
Pathway receptors loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: All
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: -0.25
Total Exposure Duration: 70
Exposure Duration Bin Distribution
3rd Trimester Bin: 0.25
0<2 Years Bin: 2
2<9 Years Bin: 0
2<16 Years Bin: 14
16<30 Years Bin: 0
16 to 70 Years Bin: 54
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: True
Dermal: True
Mother's milk: True
284
Water: False
Fish: False
Homegrown crops: True
Beef: False
Dairy: False
Pig: False
Chicken: True
Egg: True
**********************************
INHALATION
Daily breathing rate: LongTerm24HR
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: OFF
**********************************
SOIL & DERMAL PATHWAY SETTINGS
Deposition rate (m/s): 0.02
Soil mixing depth (m): 0.01
Dermal climate: Mixed
**********************************
HOMEGROWN CROP PATHWAY SETTINGS
Household type: HouseholdsthatGarden
Fraction leafy: 0.137
Fraction exposed: 0.137
Fraction protected: 0.137
Fraction root: 0.137
285
**********************************
PIG, CHICKEN, & EGG PATHWAY SETTINGS
Surface area (m^2): 0
Volume (kg): 0
Volume changes per year: 0
Pig
Fraction consumed from contaminated water source: 0
Fraction consumed of contaminated leafy crop: 0.25
Fraction consumed of contaminated exposed crop: 0.25
Fraction consumed of contaminated protected crop: 0.25
Fraction consumed of contaminated root crop: 0.25
Chicken
Fraction consumed from contaminated water source: 0
Fraction consumed of contaminated leafy crop: 0.25
Fraction consumed of contaminated exposed crop: 0.25
Fraction consumed of contaminated protected crop: 0.25
Fraction consumed of contaminated root crop: 0.25
Egg
Fraction consumed from contaminated water source: 0
Fraction consumed of contaminated leafy crop: 0.25
Fraction consumed of contaminated exposed crop: 0.25
Fraction consumed of contaminated protected crop: 0.25
Fraction consumed of contaminated root crop: 0.25
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating cancer risk
Cancer risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\06 - CT Ops Third Tri V2\hra\Ops 286
Starting Third TrimesterCancerRisk.csv
Cancer risk total by receptor saved to: F:\HRA\0014-024\HARP\06 - CT Ops Third Tri V2\hra\Ops Starting Third TrimesterCancerRiskSumByRec.csv
Calculating chronic risk
Chronic risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\06 - CT Ops Third Tri V2\hra\Ops Starting Third TrimesterNCChronicRisk.csv
Chronic risk total by receptor saved to: F:\HRA\0014-024\HARP\06 - CT Ops Third Tri V2\hra\Ops Starting Third TrimesterNCChronicRiskSumByRec.csv
Calculating acute risk
Acute risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\06 - CT Ops Third Tri V2\hra\Ops Starting Third TrimesterNCAcuteRisk.csv
Acute risk total by receptor saved to: F:\HRA\0014-024\HARP\06 - CT Ops Third Tri V2\hra\Ops Starting Third TrimesterNCAcuteRiskSumByRec.csv
HRA ran successfully
287
HARP2 - HRACalc (dated 22118) 11/12/2024 9:23:39 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
Pathway receptors loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: All
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: 1.5
Total Exposure Duration: 68.5
Exposure Duration Bin Distribution
3rd Trimester Bin: 0
0<2 Years Bin: 0.5
2<9 Years Bin: 0
2<16 Years Bin: 14
16<30 Years Bin: 0
16 to 70 Years Bin: 54
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: True
Dermal: True
Mother's milk: True
Water: False
Fish: False
Homegrown crops: True
288
Beef: False
Dairy: False
Pig: False
Chicken: True
Egg: True
**********************************
INHALATION
Daily breathing rate: LongTerm24HR
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: OFF
**********************************
SOIL & DERMAL PATHWAY SETTINGS
Deposition rate (m/s): 0.02
Soil mixing depth (m): 0.01
Dermal climate: Mixed
**********************************
HOMEGROWN CROP PATHWAY SETTINGS
Household type: HouseholdsthatGarden
Fraction leafy: 0.137
Fraction exposed: 0.137
Fraction protected: 0.137
Fraction root: 0.137
**********************************
PIG, CHICKEN, & EGG PATHWAY SETTINGS
Surface area (m^2): 0
Volume (kg): 0
289
Volume changes per year: 0
Pig
Fraction consumed from contaminated water source: 0
Fraction consumed of contaminated leafy crop: 0.25
Fraction consumed of contaminated exposed crop: 0.25
Fraction consumed of contaminated protected crop: 0.25
Fraction consumed of contaminated root crop: 0.25
Chicken
Fraction consumed from contaminated water source: 0
Fraction consumed of contaminated leafy crop: 0.25
Fraction consumed of contaminated exposed crop: 0.25
Fraction consumed of contaminated protected crop: 0.25
Fraction consumed of contaminated root crop: 0.25
Egg
Fraction consumed from contaminated water source: 0
Fraction consumed of contaminated leafy crop: 0.25
Fraction consumed of contaminated exposed crop: 0.25
Fraction consumed of contaminated protected crop: 0.25
Fraction consumed of contaminated root crop: 0.25
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating cancer risk
Cancer risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\07 - CT Ops After Con V2\hra\Ops Starting After ConCancerRisk.csv
Cancer risk total by receptor saved to: F:\HRA\0014-024\HARP\07 - CT Ops After Con V2\hra\Ops Starting After ConCancerRiskSumByRec.csv
Calculating chronic risk
Chronic risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\07 - CT Ops After Con V2\hra\Ops Starting After ConNCChronicRisk.csv
Chronic risk total by receptor saved to: F:\HRA\0014-024\HARP\07 - CT Ops After Con V2\hra\Ops Starting After ConNCChronicRiskSumByRec.csv
Calculating acute risk
290
Acute risk breakdown by pollutant and receptor saved to: F:\HRA\0014-024\HARP\07 - CT Ops After Con V2\hra\Ops Starting After ConNCAcuteRisk.csv
Acute risk total by receptor saved to: F:\HRA\0014-024\HARP\07 - CT Ops After Con V2\hra\Ops Starting After ConNCAcuteRiskSumByRec.csv
HRA ran successfully
291
Central Transport Regional Facility
Crown Enterprises, Inc. Relocation and Annexation Project Air Quality, Health Risk, Greenhouse Gas, and Energy Technical Memorandum
ATTACHMENT C
Energy Consumption Calculations
292
Central Transport Regional Facility—Energy Consumption Summary Summary of Energy Use During Construction (Annually)
Construction vehicle fuel 6,110 gallons (gasoline, diesel) Construction equipment fuel 15,312 gallons (diesel)
Construction office trailer electricity 18,315 kilowatt hours Summary of Energy Use During Proposed Operations (Annually) Operational vehicle fuel consumption (passenger vehicles) 34,061 gallons (gasoline, diesel) Operational vehicle fuel consumption (trucks) 382,655
Total Operational vehicle fuel consumption 416,716
Operational natural gas consumption 1,127,316 kilo-British Thermal Units Operational electricity consumption 1,544,582 kilowatt hours 293
Construction Vehicle Fuel Calculations (Page 1 of 2)
EMFAC2017 (v1.0.2) Emissions Inventory VMT = Vehicle Miles Traveled Region Type: County FE = Fuel Economy
Region: FRESNO
Calendar Year: 2023
Season: Annual
Vehicle Classification: EMFAC2007 Categories
Units: miles/day for VMT, trips/day for Trips, tons/day for Emissions, 1000 gallons/day for Fuel Consumption. Note 'day' in the unit is operation day.
Region
Calendar
Year Vehicle Class Model Year Speed Fuel Population
VMT
(mi/day)
Fuel
Consumption
(1000
gallons/day)
FE
(mi/gallon) VMT*FE
FRESNO 2023 HHDT Aggregated Aggregated GAS 3.5782796 472.6746 0.119101015 3.9686863 1875.89707 FRESNO 2023 HHDT Aggregated Aggregated DSL 16286.775 2254835 343.1505226 6.5709803 14816478.5 FRESNO 2023 LDA Aggregated Aggregated GAS 360187.01 13826269 450.5829573 30.6852916 424263110 FRESNO 2023 LDA Aggregated Aggregated DSL 2734.6688 113419.6 2.240176367 50.6297489 5742404.2 FRESNO 2023 LDT1 Aggregated Aggregated GAS 39099.954 1354857 52.1252267 25.9923405 35215895 FRESNO 2023 LDT1 Aggregated Aggregated DSL 29.873939 419.4733 0.01653543 25.3681542 10641.264 FRESNO 2023 LDT2 Aggregated Aggregated GAS 129640.03 4712300 198.0045045 23.7989558 112147830 FRESNO 2023 LDT2 Aggregated Aggregated DSL 548.33145 23832.77 0.640468806 37.211438 886851.466 FRESNO 2023 LHDT1 Aggregated Aggregated GAS 10624.694 355805.2 42.963626 8.28154456 2946616.48 FRESNO 2023 LHDT1 Aggregated Aggregated DSL 10656.827 371708.6 21.02038574 17.6832447 6573014.58 FRESNO 2023 LHDT2 Aggregated Aggregated GAS 1825.478 59952.67 8.323817429 7.20254474 431811.769 FRESNO 2023 LHDT2 Aggregated Aggregated DSL 3628.5616 128355.2 8.141716014 15.7651287 2023536.27 FRESNO 2023 MDV Aggregated Aggregated GAS 124848.66 4140988 215.1808357 19.244221 79690080.1 FRESNO 2023 MDV Aggregated Aggregated DSL 2105.9419 86518.71 3.196155058 27.0696208 2342028.55 FRESNO 2023 MHDT Aggregated Aggregated GAS 926.14745 51879.66 10.96463468 4.73154504 245470.961 FRESNO 2023 MHDT Aggregated Aggregated DSL 9736.5049 659605.7 71.4206232 9.23550746 6091793.35 Worker
Weighted Average Fuel Economy 27.21916
Vendor
Weighted Average Fuel Economy 8.53306276
Haul
Weighted Average Fuel Economy 6.5704349
California Air Resource Board (CARB). EMFAC2017 Web Database. Website: https://arb.ca.gov/emfac/2017/. Accessed May 2023.
Given
Calculations
294
Construction Vehicle Fuel Calculations (Page 2 of 2)
Source: CalEEMod Output
Central Transport
CalEEMod Run Phase Name Start Date End Date
Num Days
Week Num Days
Site Preparation Site Preparation 7/1/2023 8/13/2023 5 30 Grading Grading 8/14/2023 9/25/2023 5 30
Building Construction Building Construction 10/24/2023 7/3/2024 5 182 Paving Paving 9/26/2023 10/23/2023 5 20
Architectural Coating Architectural Coating 7/4/2024 7/31/2024 5 20 Construction Trips and VMT
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor
Trip
Length
Hauling Trip
Length
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker
Trips
Vendor
Trips
Hauling
Trips
Worker
Trips
Vendor
Trips
Hauling
Trips
Site Preparation 17.50 0.00 0.00 11.41 8.53 20.00 30 525 0 0 5,990 0 0 220.07 0.00 0.00 Grading 22.50 2.00 0.00 11.41 8.53 20.00 30 675 60 0 7,702 512 0 282.95 59.98 0.00 Building Construction 34.96 14.37 0.00 11.41 8.53 20.00 182 6,363 2,616 0 72,607 22,315 0 2,667.49 2,615.13 0.00 Paving 15.00 4.00 0.00 11.41 8.53 20.00 20 300 80 0 3,423 682 0 125.76 79.97 0.00 Architectural Coating 6.99 0.00 0.00 11.41 8.53 20.00 20 140 0 0 1,596 0 0 58.63 0.00 0.00 Total Project Construction VMT (miles)
114,827
Total Project Fuel Consumption (gallons)
6,110
VMT per Phase Fuel Consumption (gallons)
Construction Schedule
Phase Name
Construction Trip Length in Miles
Number of Days
per Phase
Trips per Day Trips per Phase
295
Construction Equipment Fuel Calculation (Page 1 of 2)
Source: CalEEMod Output
Central Transport Project
Construction Schedule
Construction Area Phase Type Start Date End Date
Num Days
Week
Num
Days
Project Construction Site Preparation 7/1/2023 8/13/2023 5 30 Project Construction Grading 8/14/2023 9/25/2023 5 30
Project Construction Building Construction 10/24/2023 7/3/2024 5 182 Project Construction Paving 9/26/2023 10/23/2023 5 20
Project Construction Architectural Coating 7/4/2024 7/31/2024 5 20 Construction Equipment
Phase Name Offroad Equipment Type Amount Usage Hours
Horse
Power
Load
Factor
Number of
Days HP Hours
Fuel (gallons/HPhour)Diesel Fuel
Usage
Site Preparation Rubber Tired Dozers 3 8 367 0.40 30 105,696.00 0.02046 2,162.70 Site Preparation Tractors/Loaders/Backhoes 4 8 84 0.37 30 29,836.80 0.01894 565.15 Grading Excavators 2 8 158 0.38 30 28,819.20 0.01976 569.55 Grading Graders 1 8 148 0.41 30 14,563.20 0.02120 308.72 Grading Rubber Tired Dozers 1 8 367 0.40 30 35,232.00 0.02046 720.90 Grading Scrapers 2 8 423 0.48 30 97,459.20 0.02486 2,423.20 Grading Tractors/Loaders/Backhoes 3 8.8 84 0.37 30 24,615.36 0.01894 466.25 Building Construction Cranes 1 7 367 0.29 182 135,591.82 0.01500 2,033.24 Building Construction Forklifts 3 8 82 0.20 182 71,635.20 0.02081 1,490.66 Building Construction Generator Sets 1 8 14 0.74 182 15,084.16 0.04240 639.61 Building Construction Tractors/Loaders/Backhoes 3 7 84 0.37 182 118,787.76 0.01894 2,249.99 Building Construction Welders 1 8 46 0.45 182 30,139.20 0.02588 780.08 Paving Pavers 2 8 130 0.42 20 17,472.00 0.02151 375.87
Paving Paving Equipment 2 8 132 0.36 20 15,206.40 0.01833 278.73 Paving Rollers 2 8 80 0.38 20 9,728.00 0.01942 188.89
Architectural Coating Air Compressors 1 6 37 0.48 20 2,131.20 0.02766 58.94 Total Construction Equipment Fuel Consumption (gallons) 15,312.49 Notes:
Equipment assumptions are provided in the CalEEMod output files.
Source of usage estimates: California Air Resource Board (CARB). 2022. OFFROAD2017 (v1.0.1) Emissions Inventory Website: https://www.arb.ca.gov/orion/. Accessed May 1, 2023. 296
Construction Equipment Fuel Calculation (Page 2 of 2)
OFFROAD2017 (v1.0.1) Emissions Inventory
Region Type: County
Region: Fresno
Scenario: All Adopted Rules - Exhaust
Vehicle Classification: OFFROAD2017 Equipment Types
Units: Emissions: tons/day, Fuel Consumption: gallons/year, Activity: hours/year, HP-Hours: HP-hours/year Region Vehicle Class Model Year HP_Bin Fuel
Fuel
(gallons/year)
Horsepower
Hours (HPhours/year)
Fuel
(gallons/HPhour)
Fresno ConstMin - Cranes Aggregated 75 Diesel 283.187 18885.015 0.014995321 Fresno ConstMin - Excavators Aggregated 175 Diesel 247434.805 12520180.193 0.019762879 Fresno ConstMin - Graders Aggregated 175 Diesel 151368.953 7140536.907 0.021198539 Fresno ConstMin - Pavers Aggregated 175 Diesel 32732.189 1521509.140 0.021512976 Fresno ConstMin - Paving Equipment Aggregated 175 Diesel 13696.518 747231.968 0.018329673 Fresno ConstMin - Rollers Aggregated 100 Diesel 79011.010 4069235.397 0.019416672 Fresno ConstMin - Rough Terrain Forklifts Aggregated 100 Diesel 200971.731 9657888.419 0.020809076 Fresno ConstMin - Rubber Tired Dozers Aggregated 300 Diesel 10331.179 504908.236 0.020461498 Fresno ConstMin - Scrapers Aggregated 300 Diesel 90981.977 3659218.054 0.024863776 Fresno ConstMin - Tractors/Loaders/Backhoes Aggregated 175 Diesel 211438.622 11162834.316 0.018941303 Fresno ConstMin - Tractors/Loaders/Backhoes Aggregated 300 Diesel 127421.155 6692059.770 0.019040648 Fresno ConstMin - Trenchers Aggregated 100 Diesel 17961.409 689768.533 0.026039763 Fresno OFF - ConstMin - Cement and Mortar Mixers Aggregated 25 Diesel 1766.600 55224.500 0.031989425 Fresno OFF - ConstMin - Concrete/Industrial Saws Aggregated 50 Diesel 901.550 21319.650 0.04228728 Fresno OFF - Light Commercial - Generator Sets Aggregated 50 Diesel 49348.000 1163787.900 0.042402916 Fresno OFF - Light Commercial - Welders Aggregated 50 Diesel 82263.700 3178347.000 0.025882542 Fresno OFF - Light Commercial - Air Compressors Aggregated 50 Diesel 17928.800 648240.000 0.027657658 297
Construction Office Electricity Calculation
Energy Appendix: CalEEMod Typical Construction Trailer
Typical Construction Trailer - Fresno County, Annual
kWh/yr = kilowatt hours per year
Energy by Land Use - Electricity
Annual 16,881 kWh/yr
Total Over Construction 18,315 kWh
Total Construction Schedule
Start 7/1/2023
End 7/31/2024
Total Calendar Days 396
Years 1.08
298
5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) General Office Building 16,881 204 0.0330 0.0040 28,756 Land Use | Electricity (kWh/yr) |cO2 CHA N2O | Natural Gas (kBTU/yr) Operational Fuel Calculation—Project-generated Operational Trips California Air Resource Board (CARB). EMFAC2021. Website: https://arb.ca.gov/emfac/emissions-inventory/. Accessed May 26, 2023.
Source: EMFAC2021 (v1.0.2) Emissions Inventory VMT = Vehicle Miles Traveled Region Type: County FE = Fuel Economy
Region: Fresno
Calendar Year: 2024
Season: Annual
Vehicle Classification: EMFAC2007 Categories
Units: miles/day for CVMT and EVMT, trips/day for Trips, kWh/day for Energy Consumption, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Region Calendar Year Vehicle Class Model Year Speed Fuel Population VMT Fuel
Consumption FE VMT*FE
Fresno 2024 LDA Aggregate Aggregate Gasoline 315119.5806 12133467.41 410.3671735 29.56734406 358754405.4 Fresno 2024 LDA Aggregate Aggregate Diesel 708.812072 21074.60505 0.474386501 44.42496785 936238.6519 Total VMT 12154542.01
Weighted Average Fuel Economy 29.5931055
Fresno 2024 LDT1 Aggregate Aggregate Gasoline 30596.80393 993295.8066 40.64748998 24.4368301 24273000.87 Fresno 2024 LDT1 Aggregate Aggregate Diesel 18.8924069 217.8616063 0.00859385 25.35087331 5522.981979 Fresno 2024 LDT2 Aggregate Aggregate Gasoline 145366.0625 5656653.971 237.1886608 23.84875378 134904147.8 Fresno 2024 LDT2 Aggregate Aggregate Diesel 375.2275066 15817.53015 0.461913662 34.24347759 541647.2392 Fresno 2024 MDV Aggregate Aggregate Gasoline 130595.6269 4577942.101 237.8965609 19.24341438 88095236.88 Fresno 2024 MDV Aggregate Aggregate Diesel 1857.31625 70493.78446 2.818651003 25.00975977 1763032.615 Total VMT 11314421.06
Weighted Average Fuel Economy 22.05880329 22.05880329
Fresno 2024 LHDT1 Aggregate Aggregate Gasoline 12363.75636 442604.9108 46.68025073 9.481630965 4196616.427 Fresno 2024 LHDT1 Aggregate Aggregate Diesel 11041.74007 396666.7609 25.1163181 15.79318909 6264633.159 Fresno 2024 LHDT2 Aggregate Aggregate Gasoline 2053.928866 70185.22247 8.437278009 8.318467448 583833.4885 Fresno 2024 LHDT2 Aggregate Aggregate Diesel 4082.416061 149342.534 11.38052244 13.12264307 1959768.77 Fresno 2024 MHDT Aggregate Aggregate Gasoline 939.8774941 52454.03356 11.171826 4.695206816 246282.5359 Fresno 2024 MHDT Aggregate Aggregate Diesel 7764.571273 374754.4819 43.22629384 8.669595486 3248969.765 Total VMT 1486007.944
Weighted Average Fuel Economy 11.10364464
Fresno 2024 HHDT Aggregate Aggregate Gasoline 0.917790183 69.44543013 0.018035207 3.850547992 267.4029615 Fresno 2024 HHDT Aggregate Aggregate Diesel 14420.40105 2065363.161 343.6885277 6.009403847 12411601.32 Total VMT 2065432.606
Weighted Average Fuel Economy 6.00933126
Fresno 2024 OBUS Aggregate Aggregate Gasoline 300.7854604 14710.91671 3.105113165 4.737642698 69695.06715 Fresno 2024 OBUS Aggregate Aggregate Diesel 150.8808684 12692.98469 1.947163676 6.518704536 82741.81685 Fresno 2024 SBUS Aggregate Aggregate Gasoline 315.6763807 18881.1255 1.889359024 9.993402658 188686.6897 Fresno 2024 SBUS Aggregate Aggregate Diesel 853.5858604 19294.30333 2.320553465 8.314526519 160422.9967 Fresno 2024 UBUS Aggregate Aggregate Gasoline 89.80815774 4205.592643 0.876027146 4.800756077 20190.02444 Fresno 2024 UBUS Aggregate Aggregate Diesel 17.99174808 1956.602447 0.214585524 9.118054245 17840.40725 Total VMT 71741.52531
Weighted Average Fuel Economy 7.521125314
Fresno 2024 MCY Aggregate Aggregate Gasoline 15858.59323 86629.61026 2.10465997 41.16085804 3565749.09 Total VMT 86629.61026
Weighted Average Fuel Economy 41.16085804
Given Calculations
299
Operational Fuel Calculation—Project-generated Operational Trips (Passenger Vehicle Run) Total Operational VMT
Central Transport - Buildout Year Operations (Passenger Vehicles) Annual VMT
(miles)
Total VMT 759,468
By Vehicle Type (Average Fleet Mix for Passenger Vehicles) LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
46.728286 4.239474 20.381239 18.518420 3.238280 0.848983 1.217699 2.051242 0.062658 0.034678 2.191199 0.184199 0.303644 Fraction of 1
Percent of
Vehicle Trips Annual VMT Daily VMT
Average Fuel
Economy
(miles/gallon)
Total Daily Fuel
Consumption
(gallons)
Total Annual
Fuel
Consumption
(gallons)
Passenger Cars (LDA) 0.4673 46.73 354,886 972 29.59 32.9 11,992
0.4314 43.14 327,628 898 22.06 40.7 14,852
0.0530 5.30 40,289 110 11.10 9.9 3,628
HHDT 0.0205 2.05 15,579 43 6.01 7.1 2,592
MCY 0.0219 2.19 16,641 46 41.16 1.1 404
Buses/Other 0.0059 0.59 4,444 12 7.52 1.6 591
Total — 100.0 759,468 2,081 93.3 34,061
Light Trucks and Medium Vehicles
(LDT1, LDT2, and MDV)
LHDT1, LHDT2, and MHDT
300
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
180 180 4.69 56,559 2,417 2,417 63.0 759,468
0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00
Parking Lot 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Unrefrigerated
Warehouse-No Rail
Other Asphalt
Surfaces
General Office
Building
Automobile Care
Center
Operational Fuel Calculation—Project-generated Operational Trips (Trucks Only) Total Operational VMT
Central Transport - Buildout Year Operations (Trucks Only) Annual VMT
(miles)
Total VMT 2,299,500
By Vehicle Type (Average Fleet Mix for Truck Only Run)
LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 100.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Fraction of 1
Percent of
Vehicle Trips Annual VMT Daily VMT
Average Fuel
Economy
(miles/gallon)
Total Daily Fuel
Consumption
(gallons)
Total Annual
Fuel
Consumption
(gallons)
Passenger Cars (LDA) 0.0000 0.00 0 0 29.59 0.0 0
0.0000 0.00 0 0 22.06 0.0 0
0.0000 0.00 0 0 11.10 0.0 0
HHDT 1.0000 100.00 2,299,500 6,300 6.01 1048.4 382,655
MCY 0.0000 0.00 0 0 41.16 0.0 0
Buses/Other 0.0000 0.00 0 0 7.52 0.0 0
Total — 100.0 2,299,500 6,300 1,048.4 382,655
Light Trucks and Medium Vehicles
(LDT1, LDT2, and MDV)
LHDT1, LHDT2, and MHDT
301
126 126 126 45,990 6,300 6,300 6,300 2,299,500
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year User Defined
Industrial
Project Operations Natural Gas Use
Source: CalEEMod Output
kBTU/yr = kilo-British Thermal Units/year
CalEEMod Land Use Natural Gas Use (kBTU/yr)
Unrefrigerated Warehouse-No Rail 368056.4071
General Office Building 267591.8918
Automobile Care Center 491667.8308
Parking Lot 0
Other Asphalt Surfaces 0
Total 1,127,316 kBTU/yr
Central Transport - Buildout Year Operations
302
Project Operations Electricity Use
Source: CalEEMod Output
kWh/yr = kilowatt hours per year
Electricity Use
CalEEMod Land Use (kWh/yr)
Unrefrigerated Warehouse-No Rail 741,047
General Office Building 157,091
Automobile Care Center 142,370
Parking Lot 504,075
Other Asphalt Surfaces 0
Total 1,544,582 kWh/yr
*The estimates above account for total consumption and not demand after incorporation of renewable energy.
Central Transport - Buildout Year Operations
303
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Construction Trailer Custom Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
4. Operations Emissions Details
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
5. Activity Data
5.11. Operational Energy Consumption
5.11.1. Unmitigated
7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
8. User Changes to Default Data
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name Construction Trailer
Operational Year 2023
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.70
Precipitation (days) 25.4
Location 36.687961, -119.784008
County Fresno
City Unincorporated
Air District San Joaquin Valley APCD
Air Basin San Joaquin Valley
TAZ 2490
EDFZ 5
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.13
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
General Office
Building
0.72 1000sqft 0.02 720 0.00 — — —
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4. Operations Emissions Details
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
General
Office
Building
— — — — — — — — — — — — 9.43 9.43 < 0.005 < 0.005 — 9.53 Total — — — — — — — — — — — — 9.43 9.43 < 0.005 < 0.005 — 9.53 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
General
Office
Building
— — — — — — — — — — — — 9.43 9.43 < 0.005 < 0.005 — 9.53 Total — — — — — — — — — — — — 9.43 9.43 < 0.005 < 0.005 — 9.53 Annual — — — — — — — — — — — — — — — — — —
General
Office
Building
— — — — — — — — — — — — 1.56 1.56 < 0.005 < 0.005 — 1.58 Total — — — — — — — — — — — — 1.56 1.56 < 0.005 < 0.005 — 1.58
5. Activity Data
5.11. Operational Energy Consumption
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5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) General Office Building 16,881 204 0.0330 0.0040 28,756
7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.
Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 80.0
AQ-PM 94.3
AQ-DPM 35.0
Drinking Water 98.5
Lead Risk Housing 72.8
Pesticides 92.0
Toxic Releases 76.5
Traffic 3.39
Effect Indicators —
CleanUp Sites 85.6
Groundwater 70.6
Haz Waste Facilities/Generators 97.9
Impaired Water Bodies 0.00
Solid Waste 92.0
Sensitive Population —
Asthma 93.4
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Cardio-vascular 75.0
Low Birth Weights 74.2
Socioeconomic Factor Indicators —
Education 73.4
Housing 20.6
Linguistic 63.0
Poverty 78.0
Unemployment 60.6
8. User Changes to Default Data
308
Appendix B – Phase I Environmental Site
Assessment
& A S S O C I A T E S , I N C.
GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
215 West Dakota Avenue • Clovis, California 93612 • (559) 348-2200 • FAX (559) 348-2190 With Offices Serving the Western United States
014-22174 Fresno Crown Truck Phase I Report Final.docx
January 18, 2023 Project No. 014-22174
Ms. Emily Bowen
Crawford & Bowen Planning, Inc.
113 N. Church Street, Suite 302
Visalia, California 93291
[email protected]
RE: Phase I Environmental Site Assessment
Fresno Crown Truck Project
South Cherry Avenue
APN 329-100-52
Fresno, California 93706
Dear Ms. Bowen:
Krazan & Associates, Inc., (Krazan) completed a Phase I Environmental Site Assessment at the referenced site summarized in a report dated January 18, 2023. We appreciate the opportunity to serve your environmental due diligence needs.
During the course of this assessment, Krazan identified no evidence of recognized environmental conditions (RECs), controlled RECs (CRECs) or historical RECs (HRECs) in connection with the subject site as defined by ASTM E 1527-13. However, the following potential areas of concern (PAOCs) and site development issues were identified in connection with the subject site:
PAOCs
Krazan’s review of historical aerial photographs and historical topographic maps indicates that a rural residence was located in the southeastern portion of the subject site from at least 1946 until at least 1967. Additionally, historical aerial photographs of the subject site and surrounding vicinity taken during the 1937- to 1998-time interval indicate the presence of on-site and immediately proximate farming operations expected to utilize fuel-powered trucks and tractors/farm equipment.
Mr. Andrew Falzarano, a representative of the owner of the subject site familiar with the subject site for the past six months, indicated that he was unaware of USTs being located at the subject site and no records of USTs for the subject site are on file with the local regulatory agencies. However, USTs on rural or agricultural properties historically have been exempt from requirements for registration with regulatory agencies. Krazan’s experience with such properties has shown that it is not uncommon for property owners/operators to install USTs for their convenience, especially in the vicinity of structures, which are undocumented and whose presence would remain unknown in spite of the standard data research conducted in the course of this Phase I ESA. It is therefore possible that subsurface features such as unregistered USTs may exist in the vicinity of the former on-site structures which remain unknown based upon the absence of any regulatory, municipality, interview data, or other evidence indicating their presence or location. Consequently, despite an absence of data suggesting their presence, the presence or absence of USTs associated with the subject site prior to the current owner of the subject site is unknown.
Krazan ml". A&u
Fresno Crown Truck Project Project No. 014-22174
Fresno, California Page No. 2
KRAZAN & ASSOCIATES, INC.
With Offices Serving the Western United States
014-22174 Fresno Crown Truck Phase I Report Final.docx
During redevelopment of the subject site, if a UST or associated piping is encountered, please contact Krazan for a supplemental assessment.
Site Development Issues
An apparently vandalized and non-operational water well is present in the central-eastern portion of the subject site. The well appeared to be an agricultural water well which was electrically powered when last used. Additionally, Krazan’s review of historical aerial photographs indicates that a residence was located in the southeastern portion of the subject site circa 1946. A domestic water well and septic system potentially associated with this residence may be located in the southeastern portion of the subject site. If the existing water well and/or any water wells or septic systems identified during the planned redevelopment of the subject site are not to be utilized in the redevelopment, they should be properly abandoned, removed, or destroyed in accordance with State and local guidelines.
If you have any questions regarding the information presented in this report, please call me at (559) 348- 2200.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Jason R. Paul, PG 7557
Environmental Regional Manager
JRP/mlt
428
PHASE I ENVIRONMENTAL SITE ASSESSMENT
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
January 18, 2023
Prepared for:
Ms. Emily Bowen
Crawford & Bowen Planning, Inc.
113 N. Church Street, Suite 302
Visalia, California 93291
Prepared by:
Krazan & Associates, Inc.
215 West Dakota Avenue
Clovis, California 93612
(559) 348-2200
+
1 Frta E
Krazan & ASSOCIATES, INC.
SITE DEVELOPMENT ENGINEERS
TABLE OF CONTENTS
EXECUTIVE SUMMARY..................................................................................................................... i
1.0 INTRODUCTION....................................................................................................................... 1
2.0 PURPOSE AND SCOPE OF ASSESSMENT ............................................................................ 3
2.1 Purpose ..................................................................................................................................... 3
2.2 Scope of Work........................................................................................................................... 3
3.0 SUBJECT SITE SETTING ........................................................................................................ 4
3.1 Geology and Hydrogeology ....................................................................................................... 5
4.0 SITE BACKGROUND ............................................................................................................... 6
4.1 Sanborn Fire Insurance Maps..................................................................................................... 6
4.2 USGS Topographic Quadrangle Maps ....................................................................................... 6
4.3 City Cross Reference Directories ............................................................................................... 7
4.4 Aerial Photograph Interpretation ................................................................................................ 8
4.5 Municipal Records .................................................................................................................. 10
4.6 Previous Environmental Assessments ...................................................................................... 11
4.7 Agricultural Chemicals ............................................................................................................ 11
5.0 USER-PROVIDED INFORMATION ...................................................................................... 12
5.1 Environmental Liens/Activity and Use Limitations Report ....................................................... 12
5.2 Title Report ............................................................................................................................. 12
5.3 Interviews................................................................................................................................ 12
5.4 Phase I Environmental Site Assessment User Questionnaire .................................................... 13
6.0 SITE RECONNAISSANCE ...................................................................................................... 15
6.1 Observations ........................................................................................................................... 15
6.2 Adjacent Streets and Property Usage ....................................................................................... 17
6.3 ASTM Non-Scope Considerations ........................................................................................... 17
6.4 Regulatory Agency Records Review ........................................................................................ 18
7.0 DISCUSSION OF FINDINGS .................................................................................................. 23
7.1 Evaluation of Data Gaps/Data Failure ...................................................................................... 23
8.0 CONCLUSIONS ....................................................................................................................... 25
9.0 RELIANCE ............................................................................................................................... 26
10.0 LIMITATIONS ..................................................................................................................... 26
11.0 QUALIFICATIONS .............................................................................................................. 27 REFERENCES .................................................................................................................................... 29 GLOSSARY OF TERMS .................................................................................................................... 30 TABLE OF CONTENTS (continued)
FIGURES
Figure No. 1 Vicinity Map
Figure No. 2 Parcel Map
Figure No. 3 Site Map
Figure No. 4 Topographic Map
PHOTOGRAPHS
APPENDICES
Appendix A EDR – Certified Sanborn® Map Report
EDR – Historical Topo Map Report
EDR – City Directory Image Report
EDR – Aerial Photo Decade Package
Appendix B Environmental Lien/Activity Use Limitations Report Preliminary Title Report
Phase I ESA Questionnaires
Appendix C EDR – Radius Map Report
i
EXECUTIVE SUMMARY
Krazan & Associates, Inc. (Krazan) has conducted a Phase I Environmental Site Assessment (ESA) of the
15.22-acre property which is associated with Fresno County Assessor’s Parcel Number (APN) 329-100-52 (subject site). The subject site is located west of South Cherry Avenue and 1,260 feet south of East North Avenue within an unincorporated area of Fresno County, California 93706. At the time of Krazan’s December 26, 2022 site reconnaissance, the subject site was vacant land which appeared to have been utilized for agricultural purposes previously.
Krazan’s historical research indicates: 1) the subject site was vacant land from at least 1923 until approximately 1945, 2) the southeastern portion of the subject site was occupied by a rural residence from approximately 1946 until at least 1967, and 3) the subject site has not been occupied by any structures since at least 1973. Portions of the subject site appear to have utilized for agricultural purposes (grain crops) from at least 1937 until at least 1998. The subject site appears to have been vacant uncultivated land since at least 2006.
Crown Enterprises, Inc. plans to develop the property with a trucking logistics facility. The site is located in a mixed commercial/light industrial, residential, and agricultural area of Fresno County.
During the course of this assessment, Krazan identified no evidence of recognized environmental conditions (RECs), controlled RECs (CRECs) or historical RECs (HRECs) in connection with the subject site as defined by ASTM E 1527-13. However, the following potential areas of concern (PAOCs) and site development issues were identified in connection with the subject site:
PAOCs
Krazan’s review of historical aerial photographs and historical topographic maps indicates that a rural residence was located in the southeastern portion of the subject site from at least 1946 until at least 1967. Additionally, historical aerial photographs of the subject site and surrounding vicinity taken during the 1937- to 1998-time interval indicate the presence of on-site and immediately proximate farming operations expected to utilize fuel-powered trucks and tractors/farm equipment.
Mr. Andrew Falzarano, a representative of the owner of the subject site familiar with the subject site for the past six months, indicated that he was unaware of USTs being located at the subject site and no records of USTs for the subject site are on file with the local regulatory agencies. However, USTs on rural or agricultural properties historically have been exempt from requirements for registration with regulatory agencies. Krazan’s experience with such properties has shown that it is not uncommon for property owners/operators to install USTs for their convenience, especially in the vicinity of structures, which are undocumented and whose presence would remain unknown in spite of the standard data research conducted in the course of this Phase I ESA. It is therefore possible that subsurface features such as unregistered USTs may exist in the vicinity of the former on-site structures which remain unknown based upon the absence of any regulatory, municipality, interview data, or other evidence indicating their presence or location. Consequently, despite an absence of data suggesting their presence, the presence or absence of USTs associated with the subject site prior to the current owner of the subject site is unknown.
Site Development Issues
An apparently vandalized and non-operational water well is present in the central-eastern portion of the subject site. The well appeared to be an agricultural water well which was electrically powered when last used. Additionally, Krazan’s review of historical aerial photographs indicates that a residence was located in the southeastern portion of the subject site circa 1946. A domestic water well and septic system potentially associated with this residence may be located in the southeastern portion of the subject site. If the existing water well and/or any water wells or septic systems identified during the planned redevelopment of the subject site are not to be utilized in the redevelopment, they should be properly abandoned, removed, or destroyed in accordance with State and local guidelines.
Fresno Crown Truck Project Project No. 014-22174
Fresno, California Page No. 1
KRAZAN & ASSOCIATES, INC.
With Offices Serving the Western United States
014-22174 Fresno Crown Truck Phase I Report Final.docx
1.0 INTRODUCTION
The subject site is located west of South Cherry Avenue and 1,260 feet south of East North Avenue within an unincorporated area of Fresno County, California 93706. The subject site, 15.22 acres in area, is associated with Fresno County Assessor’s Parcel Number (APN) 329-100-52. The subject site does not appear to be associated with an address. At the time of Krazan’s December 26, 2022 site reconnaissance, the subject site was vacant land which appeared to have been utilized for agricultural purposes previously.
Krazan’s historical research indicates: 1) the subject site was vacant land from at least 1923 until approximately 1945, 2) the southeastern portion of the subject site was occupied by a rural residence from approximately 1946 until at least 1967, and 3) the subject site has not been occupied by any structures since at least 1973. Portions of the subject site appear to have been utilized for agricultural purposes (grain crops) from at least 1937 until at least 1998. The subject site appears to have been vacant uncultivated land since at least 2006.
Krazan conducted the Phase I ESA of the subject site in conformance with the American Society for Testing and Materials (ASTM) E 1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. This Phase I ESA constitutes all appropriate inquiry (AAI) designed to identify recognized environmental conditions (RECs) in connection with the previous ownership and uses of the subject site as defined by ASTM E 1527-13.
ASTM E 1527-13 Section 1.1.1 Recognized Environmental Conditions – In defining a standard of good commercial and customary practice for conducting an environmental site assessment of a parcel of property, the goal of the processes established by this practice is to identify recognized environmental conditions.
The term recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions.
It is incumbent upon the user to read this Phase I ESA report in its entirety. If not otherwise defined within the text of this report, please refer to the Glossary of Terms Section following the References Section for definitions of terms and acronyms utilized within this Phase I ESA report.
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Previous Environmental Assessments
No previous environmental assessments were provided to Krazan by Crawford & Bowen Planning Inc. for review as part of this Phase I ESA.
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2.0 PURPOSE AND SCOPE OF ASSESSMENT
2.1 Purpose
According to ASTM E 1527-13, the purpose of this practice is to define good commercial and customary practice in the United States of America for conducting an environmental site assessment of a parcel of commercial real estate with respect to the range of contaminants within the scope of the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) (42 U.S.C. §9601) and petroleum products. As such, this practice is intended to permit a user to satisfy one of the requirements to qualify for the innocent landowner, contiguous property owner, or bona fide prospective purchaser limitation on CERCLA liability (hereinafter, the landowner liability protections, or LLPs): that is, the practice that constitutes all appropriate inquiries into the previous ownership and uses of the property consistent with good commercial and customary practice as defined at 42 U.S.C. §9601(35)(B).
2.2 Scope of Work
The scope of work for this Phase I ESA conforms to ASTM E 1527-13. The Phase I ESA includes the following scope of work: a) a site reconnaissance of existing on-site conditions and observations of adjacent property uses, b) a review of user-provided documents and search of available current land title records compiled by AFX Corp., Inc., c) a review of historical aerial photographs, a review of pertinent building permit records, cross-reference directories, historical Sanborn Fire Insurance Maps (SFIMs), and interview(s) with person(s) knowledgeable of the previous and current ownership and uses of the subject site, d) a review of local regulatory agency records, and e) a review of local, state, and federal regulatory agency lists compiled by Environmental Data Resources, Inc. (EDR).
Krazan was provided written authorization to conduct the Phase I ESA by Ms. Emily Bowen with Crawford & Bowen Planning, Inc. on December 20, 2022 in Krazan’s November 17, 2022 Proposal/Cost Estimate No. P22-478.
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3.0 SUBJECT SITE SETTING
The subject site is located west of South Cherry Avenue and 1,260 feet south of East North Avenue within an unincorporated area of Fresno County, California 93706. The subject site is an irregular-shaped parcel measuring 15.22 acres in area which is associated with Fresno County Assessor’s Parcel Number (APN) 329-100-52. The site is located within a mixed commercial/light industrial, residential, and agricultural area of Fresno County. General property information and property use are summarized in the following table.
Refer to Figure Nos. 1 – 4 for subject site details.
Subject Site Information Summary
Current Owner: Crown Enterprises Inc. /Crown Enterprises LLC Assessor’s Parcel Numbers: 329-100-52
Addresses: South Cherry Avenue
Fresno, California 93706
Historical Addresses: None Identified
General Location: West of South Cherry Avenue and 1,260 feet south of East North Avenue
Acreage: 15.22 acres
Existing Use: Vacant Land
Number of Buildings: None
Original Construction Date: N/A
Proposed Use: Commercial/Light Industrial – Trucking Logistics Facility Electricity: Pacific Gas & Electric
Natural Gas: Pacific Gas & Electric
Potable Water: None currently provided – non-operational water well located on site and potential on-site domestic well
associated with historical rural residence
Sanitary Sewer: None currently provided – potential on-site septic system associated with historical rural residence
Latitude / Longitude: 36.6877610 / –119.7837840
Topographic Map: U.S. Geological Survey, 7.5-minute Fresno South, California
Topographic Map Location: Northwestern quarter of Section 27, Township 14 South, Range 20 East, Mount Diablo Baseline and Meridian
Topography: Approximately 280 feet above mean sea level Approximate Depth to Groundwater: 105 feet below ground surface (bgs), State of California Department of Water Resources (DWR)*
Regional Groundwater Flow Direction: Southwest, DWR
Note: * State of California, Department of Water Resources, Sustainable Groundwater Management Act (SGMA) Data Viewer, Spring 2022.
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3.1 Geology and Hydrogeology
The subject site is located within the San Joaquin Valley, a broad structural trough bound by the Sierra Nevada and Coast Ranges of California. The San Joaquin Valley, which comprises the southern portion of the Great Valley of California, has been filled with several thousand feet of sedimentary deposits.
Sediments in the eastern valley, derived from the erosion of the Sierra Nevada, have been deposited by major to minor west-flowing drainages and their tributaries. Near-surface sediments are dominated by sands and silty sands with lesser silts, minor clays, and gravel. The sedimentary deposits in the region form large coalescing alluvial fans with gentle slopes. Groundwater in the subject site vicinity was reported to be first encountered at a depth of approximately 105 feet bgs in Spring 2022. The groundwater flow direction in the area of the subject site is generally toward the southwest.
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4.0 SITE BACKGROUND
A review of historical Sanborn Fire Insurance Maps (SFIMs), historic USGS topographic maps, reasonably ascertainable city cross-reference directories, historical aerial photographs, local agency records and previous environmental reports, as made available to Krazan, were utilized to assess the history of the subject site.
4.1 Sanborn Fire Insurance Maps
Krazan reviews Sanborn Fire Insurance Maps (SFIMs) to evaluate prior land use of the subject site and the adjacent properties. SFIMs typically exist for cities with populations of 2,000 or more, the coverage dependent on the location of the subject site within the city limits. Krazan contracted with Environmental Data Resources, Inc. (EDR) to provide copies of available SFIMs for the subject site and the adjacent properties. EDR’s search of Sanborn Insurance maps revealed no coverage for the subject site and the adjacent properties. Refer to Appendix A – EDR – Certified Sanborn® Map Report for details.
4.2 USGS Topographic Quadrangle Map
Krazan reviewed the 15-minute Fresno, California topographic quadrangle map dated 1923, the 7.5-minute Fresno, California topographic quadrangle map dated 1942, and the 7.5-minute Fresno South, California topographic quadrangle maps dated 1946, 1947, 1963, 1972, 1981, 2012, 2015, and 2018. According to review of the historical topographic quadrangle maps which covered the subject site and the adjacent properties: 1) the subject site was vacant land from at least 1923 until at least 1947, 2) the southeastern portion of the subject site was occupied by a residential-type structure and the remainder of the subject site was vacant land in 1963, and 3) the subject site was vacant land from at least 1972 until at least 1981.
Subject site and adjacent/vicinity property usage is summarized in the following table. Refer to Figure 4 and Appendix A – EDR - Historical Topo Map Report for copies of the maps.
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Topographic Maps Summary
Year Site Usage Adjacent Property Usage
1923 Vacant land. The subject site is depicted
as relatively flat vacant land. The
existing irrigation canal is depicted
on/near the southern boundary of the
subject site.
Rural residential and vacant land. The
northern, southern, and eastern adjacent
properties are depicted as rural residential
and vacant land. South Cherry Avenue is
depicted adjacent to the east of the subject
site, and the irrigation canal located on/near
the southern boundary of the subject site
extends onto the eastern and western
adjacent properties. The western adjacent
property is depicted as vacant land.
1942, 1946,
1947
Vacant land. The subject site is relatively
unchanged from the 1923 map.
Rural residential and vacant land. The
adjacent properties are relatively unchanged
from the 1923 map.
1963 Residential and vacant land. The
southeastern portion of the subject site is
occupied by a residential-type structure
and the remainder of the subject site is
depicted as vacant land.
Residential, agricultural, and vacant land.
The adjacent properties are relatively
unchanged from the 1947 map except
additional residential-type structures and an
orchard are depicted on the eastern adjacent
property.
1972 Vacant land. The residential-type
structure is no longer present. The
subject site is depicted as vacant land.
Residential, agricultural, and vacant land.
The adjacent properties are relatively
unchanged from the 1963 map.
1981 Vacant land. The subject site is relatively
unchanged from the 1972 map.
Residential, agricultural, and vacant land.
The adjacent properties are relatively
unchanged from the 1972 map.
2012, 2015,
2018
The subject site is depicted within a
mixed commercial and rural area of
Fresno County. Map details include
streets, highways and freeways,
waterways, and surface elevation
contours. Subject site features such as
structures are not denoted.
The adjacent property usage is depicted
within a mixed commercial and rural area of
Fresno County. Map details include streets,
highways and freeways, waterways, and
surface elevation contours. Property
features such as structures are not denoted.
4.3 City Cross-Reference Directories
Krazan contracted with EDR to provide a review of available cross-reference directories for the subject site and the adjacent properties. However, no address was identified for the subject site; therefore, no potential subject site occupants were identified via review of the directories provided by EDR. A summary of directory information dated between 1922 and 2017 is presented in the following table. Refer to Appendix A – EDR - City Directory Image Report for details.
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Cross-Reference Directories Summary
Address Owner / Occupant Years
Subject Site
None Identified None Identified 1922 to 2017
Adjacent Properties
Adjacent to the North
3195 South Cherry Avenue Address Not Listed
Residential Listings / Occupant Unknown
Tapp Enterprises
1922 to 1990
1994 to 2017
2009
Adjacent to the East
3207 South Cherry Avenue Address Not Listed
S. Reed/J. Reed (Residential Listing)
J. Fraticetli (Residential Listing)
Occupant Unknown
J. Reed
Occupant Unknown
Address Not Listed
1922 to 1990
1994 to 2002
2002
2004
2009
2014
2017
3295 South Cherry Avenue Address Not Listed 1922 to 2017 Adjacent to the South
3337 South Cherry Avenue Address Not Listed 1922 to 2017 Adjacent to the West
No Address State Highway 41 1922 to 2017
Information obtained from the review of cross-reference directories is consistent with that obtained from other historical sources during the course of this assessment. Krazan’s review of cross-reference directories did not identify evidence of current or historic RECs based on subject site or the adjacent property uses.
4.4 Aerial Photograph Interpretation
Historical aerial photographs obtained from EDR and Google Earth ® were reviewed to assess the history of the subject site. According to review of the historical aerial photographs, the subject site was not developed with any structures from at least 1937 until at least 1942, was occupied by a rural residence from at least 1946 until at least 1967, and was not occupied by any structures from at least 1973 until at least 2020. Portions of the subject site appear to have utilized for agricultural purposes from at least 1937 until at least 1998. The subject site appears to have been vacant uncultivated land from at least 2006 until at least 2020. The aerial photograph summary is provided in the following table. Refer to Appendix A – Aerial Photo Decade Package for details.
I I
I I
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Aerial Photograph Review Summary
Site Use Adjacent Properties
1937 Agricultural and vacant land. Only the
northern portion of the subject site is
covered in the 1937 photograph. The
northeastern portion of the subject site
appears to be utilized for agricultural
purposes (grain crops). The
northwestern portion of the subject site
appears to be vacant land.
Rural residential, agricultural land, and vacant
land/pasture. Only the properties located
adjacent to the north, east, and west of the
northern portion of the subject site are covered
in the 1937 aerial photograph. The northern
and eastern adjacent properties appear to be
occupied by rural residences, agricultural land,
and/or vacant land/pasture. The western
adjacent property appears to be vacant
land/pasture.
1942 Agricultural land. Only the central and
western portions of the subject site are
covered in the 1942 photograph. The
subject site appears to be utilized for
agricultural purposes (grain crops).
The existing irrigation canal is visible
on/near the southern boundary of the
subject site.
Agricultural land. Only the properties located
adjacent to the north, south, and west of the
subject site are covered in the 1942 aerial
photograph. The adjacent properties appear to
be utilized for agricultural purposed (grain
crops).
1946 Agricultural, residential, and vacant
land. The northern half and the
southwestern portion of the subject
site appear to be utilized for
agricultural purposes (grain crops).
The southeastern portion of the subject
site appears to be occupied by a rural
residence and vacant land; however,
the tree canopy precludes observation
of the ground surface in some areas of
this portion of the subject site.
Rural residential and agricultural land. The
northern, southern, and eastern adjacent
properties appear to be occupied by rural
residences and utilized for agricultural
purposes. The western adjacent property
appears to be utilized for agricultural purposes.
South Cherry Avenue is visible adjacent to the
east of the subject site, and the existing
irrigation canal is visible on the eastern and
western adjacent properties.
1950 Agricultural, residential, and vacant
land. The subject site is relatively
unchanged from the 1946 photograph.
Rural residential and agricultural land. The
adjacent properties appear relatively
unchanged from the 1946 photograph.
1957 Agricultural and residential. The
subject site is relatively unchanged
from the 1950 photograph except the
agricultural portion of the subject site
appears to be fallow.
Rural residential and agricultural land. The
adjacent properties appear relatively
unchanged from the 1950 photograph.
1962 Agricultural and residential. The
subject site is relatively unchanged
from the 1957 photograph except the
agricultural portion of the subject site
appears to be cultivated with grain
crops.
Rural residential and agricultural land. The
adjacent properties appear relatively
unchanged from the 1957 photograph.
1967 Agricultural and residential. The
subject site is relatively unchanged
from the 1962 photograph.
Rural residential and agricultural land. The
adjacent properties appear relatively
unchanged from the 1962 photograph.
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Aerial Photograph Review Summary (continued)
Site Use Adjacent Properties
1973 Agricultural and vacant land. The
subject site is relatively unchanged
from the 1967 photograph except the
southeastern portion of the subject site
appears to be vacant land. No
structures are visible in this portion of
the subject site.
Rural residential and agricultural land. The
adjacent properties appear relatively
unchanged from the 1967 photograph except
the western adjacent portion of the irrigation
canal appears to have been channelized.
1979, 1984,
1987
Agricultural and vacant land. The
subject site is relatively unchanged
from the 1973 photograph.
Rural residential and agricultural land. The
adjacent properties appear relatively
unchanged from the 1973 photograph.
1998 Agricultural. The subject site is
relatively unchanged from the 1987
photograph except the southeastern
portion of the subject site appears to
be cultivated.
Rural residential, agricultural land, and State
Highway 41. The adjacent properties appear
relatively unchanged from the 1987
photograph except for the development of
State Highway 41 adjacent to the west of the
subject site.
2006 Vacant/fallow land. The subject site is
relatively unchanged from the 1998
photograph except the subject site
appears to be vacant or fallow land.
Commercial, rural residential, agricultural
land, and State Highway 41. The adjacent
properties appear relatively unchanged from
the 1998 photograph except for the
development of a storage yard adjacent to the
north of the central portion of the subject site.
2009 Vacant land. The subject site is
relatively unchanged from the 2006
photograph.
Commercial rural residential, agricultural
land, and State Highway 41. The adjacent
properties appear relatively unchanged from
the 2006 photograph except for the expansion
of the storage yard adjacent to the north of the
subject site.
2012 Vacant land. The subject site is
relatively unchanged from the 2009
photograph.
Commercial, rural residential, agricultural
land, and State Highway 41. The adjacent
properties appear relatively unchanged from
the 2009 photograph except for the property
adjacent to the east of the southern portion of
the subject site appears to be occupied by the
existing storage facility.
2016, 2020 Vacant land. The subject site is
relatively unchanged from the 2012
photograph.
Commercial, rural residential, agricultural
land, and State Highway 41. The adjacent
properties appear relatively unchanged from
the 2012 photograph.
4.5 County Records
Fresno County Public Works and Planning Department
On December 23, 2022, a building permit records request was submitted to the Fresno County Public Works and Planning Department (FCPWPD) for the subject site APN of 329-100-52. According to a representative of the Fresno County Public Works and Planning Department, no building permits are on Fresno Crown Truck Project Project No. 014-22174
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file with the FCPWPD for the subject site APN. Therefore, no permits for items of potential environmental concern such as underground storage tanks, septic systems, or previous structures/features are on file with the Fresno County Public Works and Planning Department for the subject site.
Fresno County Fire Protection District
The Fresno County Fire Protection District (FCFPD) has jurisdiction for fire protection for the subject site and the immediate vicinity. During the course of previous Phase I ESAs conducted in unincorporated areas of Fresno County, representatives of the Fresno County Fire Protection District have stated that records of hazardous materials storage and hazardous materials spill incidents are kept by the Fresno County Environmental Health Division, the CUPA for Fresno County. Furthermore, hazardous and/or flammable materials incidents have historically been filed according to the date of occurrence and not by the location of occurrence by the Fresno County Fire Protection District.
4.6 Previous Environmental Assessments
No previous environmental assessments were provided to Krazan by Crawford & Bowen Planning, Inc. for review as part of this Phase I ESA.
4.7 Agricultural Chemicals
Review of historical aerial photographs indicates that portions of the subject site were utilized for agricultural purposes from at least 1937 until at least 1998. Although the potential exists that environmentally persistent pesticides/herbicides were historically applied to crops grown on the subject site circa 1940s to 1970s; 1) no material evidence of the use of environmentally persistent pesticides/herbicides was obtained during the course of this assessment, 2) the subject site does not appear to have been occupied by a vineyard or an orchard which are typically more directly correlated with adverse impacts from the historical use of environmentally persistent pesticides/herbicides, and 3) it is anticipated that any environmentally persistent pesticides/herbicides potentially located on site will be dislocated and diluted as a result of the rough grading and trenching operations which will be conducted in connection with the proposed commercial redevelopment of the property. Consequently, given the above-referenced factors and Krazan’s experience in the subject site vicinity, the potential for elevated concentrations of environmentally persistent pesticides/herbicides related to crop cultivation to exist in the near-surface soils of common agricultural ground at concentrations which would require regulatory action appears unlikely low.
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5.0 USER-PROVIDED INFORMATION
A review of user-provided information was conducted in order to help identify pertinent information regarding potential environmental impacts associated with the subject site.
5.1 Environmental Liens/Activity and Use Limitations Report An Environmental Lien/Activity and Use Limitations (EL/AUL) Report was completed by AFX Corp. Inc. (AFX) for the subject site on December 22, 2022. The AFX EL/AUL Report provides results from a search of available land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls. The subject site EL/AUL Report was reviewed to identify potential environmental liens, institutional controls (ICs), environmental land use controls (LUCs), environmental activity and use limitations (AULs), or declaration of environmental use restrictions (DEULs) which may have been filed against the subject site or exist in connection with the subject site as indicated by the subject site EL/AUL Report. Krazan’s review of the EL/AUL Report indicated no liens, judgments, ICs, LUCs, AULs, or DEULs were found for the subject site according to the scope of work and limitations. Refer to Appendix B – AFX EL/AUL Report for details.
5.2 Title Report
A Preliminary Title Report (PTR) dated September 1, 2017, prepared for the subject site by First American Title Company, was provided by Crown Enterprises, LLC, the property owner and one of the Phase I ESA users. The subject site PTR was reviewed to identify potential environmental deed restrictions, environmental liens, or environmental activity and use limitations (AULs) which may have occurred on or exist in connection with the subject site. Krazan’s review of the PTR indicated no environmental deed restrictions, environmental liens or environmental AULs for the subject site. However, as quoted from the subject site PTR, “It is important to note that this Preliminary Title Report is not a written representation as to the condition of title and may not list all liens, defects and encumbrances affecting title to the land.” The absence of a condition of title represents a data gap. Refer to Appendix B – PTR for details.
5.3 Interviews
Krazan conducts interviews with the owner of the subject site, a key site manager, subject site occupant(s), and/or the previous owner/occupant(s) of the subject site. The interview(s) is/are designed to provide pertinent information regarding potential environmental impacts associated with the subject site.
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Subject Site Owner – An interview was conducted with Mr. Falzarano, representative of the owner of the subject site, via his completion of an environmental questionnaire. According to questionnaire responses, Mr. Falzarano indicated that he has been familiar with the subject site for the past six months. Mr. Falzarano indicated that the subject site is currently vacant land which has not been developed with any structures previously. Mr. Falzarano indicated that the subject site appears to have been farmland historically.
According to Mr. Falzarano, to the best of his knowledge, no use, storage, or disposal of hazardous materials; no existing or former ASTs or USTs; no hazardous materials spills, no environmental cleanups, no on-site treatment and/or discharge of waste; no environmental liens, AULs, engineering or institutional controls, no on-site leach fields, dry wells, sumps, or disposal ponds; no buried materials; no monitoring, domestic, or irrigation wells; or any items of environmental concern are associated with the subject site.
Mr. Falzarano indicated that he is not aware of any obvious indications pointing to the presence or likely presence of contamination of the subject property. Mr. Falzarano indicated that the reason for preparation of this Phase I ESA is related to a proposed development. Additionally, Mr. Falzarano indicated that the purchase price of the subject site reasonably reflects fair market value. Refer to Appendix B – Owner Questionnaire completed by Mr. Falzarano for details.
Previous Subject Site Owner Interview
A Phase I ESA interview with a previous owner of the subject site was not conducted as contact information was not reasonably available.
5.4 Phase I Environmental Site Assessment User Questionnaire In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the Brownfields Amendments), the user must provide the following information (if available) to the environmental professional. Failure to provide this information could result in a determination that all appropriate inquiry is not complete. The user is asked to provide information or knowledge of the following:
1. Environmental cleanup liens that are filed or recorded against the site.
2. Activity and land use limitations that are in place on the site or that have been filed or recorded in a registry.
3. Specialized knowledge or experience of the person seeking to qualify for the LLPs.
4. Relationship of the purchase price to the fair market value of the property if it were not contaminated.
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5. Commonly known or reasonably ascertainable information about the property.
6. The degree of obviousness of the presence or likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation.
7. The reason for preparation of this Phase I ESA.
On December 22, 2022, a completed Phase I ESA User questionnaire was received from Ms. Emily Bowen, representative of Crawford & Bowen Planning, Inc., one of the Phase I ESA users. According to the questionnaire responses, Ms. Bowen, to the best of her knowledge as the user of this Phase I ESA, was not aware of any environmental cleanup liens and/or activity or land use limitations which have been filed or recorded against the subject site. Ms. Bowen indicated that she has no knowledge of the historical uses of the subject site. Ms. Bowen has no specialized knowledge or experience of the prior nature of the business or chemical utilization on the subject site. Ms. Bowen indicated that she did not have knowledge of the past or current presence of specific chemicals or hazardous materials, unauthorized spills or chemical releases or of any environmental cleanups in connection with the subject site. Ms. Bowen indicated that she is not aware of any obvious indications pointing to the presence or likely presence of contamination of the subject property. Ms. Bowen indicated that the purchase price of the subject site reasonably reflects fair market value and indicated that the reason for preparation of this Phase I ESA is related to preparation of an environmental document pursuant to CEQA. Refer to Appendix B – Phase I ESA Questionnaires for details.
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6.0 SITE RECONNAISSANCE
A site reconnaissance, which included a visual observation of the subject site and surrounding properties, was conducted by Mr. Bill Vick, Krazan’s Environmental Professional on December 26, 2022. Krazan’s Environmental Professional was unescorted during the site reconnaissance. The objective of the site reconnaissance is to obtain information indicating the likelihood of identifying recognized environmental conditions, including hazardous substances and petroleum products, in connection with the property (including soils, surface waters, and groundwater).
6.1 Observations
The following table summarizes the subject site features encountered during our site reconnaissance.
Observed features are noted in the table below and described in detail below the table. Refer to Figure No. 3 - Site Map and Photographs for locations and details pertaining to site-specific features discussed in this section of the report.
Site Reconnaissance Summary
Features Observed Not
Observed
Structures (existing) X
Evidence of Past Uses (foundations, debris) X
Discarded Materials/Trash X
Hazardous Substances and/or Petroleum Products (including containers) X Aboveground Storage Tanks (ASTs) X
Underground Storage Tanks (USTs) or evidence of USTs X
Evidence of Underground Pipelines (non-irrigation) X
Strong, Pungent, or Noxious Odors X
Pools of Liquid likely to be Hazardous Materials or Petroleum Products X Drums X
Unidentified Substance Containers X
Potential Polychlorinated Biphenyl (PCB)-Containing Equipment X Subsurface Hydraulic Equipment X
Heating/Ventilation/Air Conditioning (HVAC) X
Stains or Corrosion on Floors, Walls or Ceilings X
Floor Drains, Sumps, or Oil/Water Clarifiers X
Storm Drains X
Pits, Ponds, or Lagoons X
Stained Soil and/or Pavement X
Soil/Debris Piles X
Stressed Vegetation X
Charred Vegetation X
Waste or Wastewater (including stormwater) Discharges to Surface/Surface Waters
X
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Site Reconnaissance Summary (continued)
Features Observed Not
Observed
Wells (Irrigation, Domestic, Dry, Injection, Abandoned, Monitoring Wells) X Septic Systems X
High-voltage, tower-mounted transmission lines X
The subject site is relatively flat vacant land previously utilized for agricultural purposes. Evidence of transient habitation was present in the southeastern portion of the subject site, including a makeshift shelter composed of a vehicle hood, appliances, and lumber, discarded clothing, bedding, and food/beverage containers, vehicle tires, and trash. No hazardous materials/waste were observed among the discarded materials other than approximately 50 small containers of compressed butane gas. Based on the weights of approximately a dozen containers examined, the butane containers appeared to be empty or nearly empty.
An east-west trending irrigation canal referred to as Central Canal is present on/near the southern boundary of the subject site. The irrigation canal was dry at the time of the site reconnaissance. No odors, surface staining/soil discoloration, stressed vegetation, or other obvious evidence of the presence of hazardous materials were noted in association with the irrigation canal.
A north-south trending irrigation ditch is present in the eastern portion of the subject site on/near the eastern property boundary. The irrigation ditch was dry at the time of the site reconnaissance. Charred vegetation indicative of a previous grass fire was observed within and adjacent to a portion of the irrigation ditch. No obvious evidence of burnt hazardous materials containers was noted in association with the charred portion of the irrigation ditch.
An apparently vandalized and non-operational water well is present in the central-eastern portion of the subject site. The well appeared to be an agricultural water well which was electrically powered when last used. No hazardous materials were observed at the site of the water well.
During the visual observations of the subject site, no noxious odors or stressed vegetation were noted other than the above-referenced charred vegetation. Exposed surface soils did not exhibit obvious signs of discoloration. No obvious evidence (vent pipes, fill pipes, dispensers, etc.) of USTs was noted within the areas observed. No indications of former structures, such as foundations, were observed on the subject site.
No high-voltage, tower-mounted electrical transmission lines were observed on or within 100 feet of the subject site.
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6.2 Adjacent Streets and Property Usage
The following table summarizes the current adjacent streets and adjacent property uses observed during the site reconnaissance:
Adjacent Streets and Property Usage
Direction Adjacent Street Adjacent Property Usage
North None Residence and Outbuildings
Truck and Equipment Storage Yard
South None Rural Residence
Agricultural Land
East South Cherry Avenue Agricultural Land
Fence-Enclosed Storage Yard - City of Fresno owned parcel West State Highway 41 State Highway 41 and associated right-of-way Based on the observed uses of the properties located immediately adjacent to the subject site, it is unlikely that significant quantities of hazardous materials currently are stored at these properties. Please see Section
6.4 – Regulatory Agency Records Review below for a discussion of facilities located proximate to the subject site which store/handle reportable quantities of hazardous materials.
6.3 ASTM Non-Scope Considerations
According to ASTM E 1527-13, there may be environmental issues or conditions at assessed properties that are outside the scope of the Phase I ESA practice (non-scope considerations). Some substances may be present in quantities and under conditions that may lead to contamination of the subject site or of nearby properties but are not included in CERCLA’s definition of hazardous substances (42 U.S.C. §9601[14]).
ASTM Non-scope considerations appropriate for the subject site are discussed below.
Radon
Radon is a radioactive gas that is found in certain geologic environments and is formed by the natural breakdown of radium, which is found in the earth’s crust. A radon survey was not included within the scope of this investigation; however, the State of California Department of Public Health (CDPH) maintains a statewide database of radon results in designated geographic areas. Radon detection devices are placed in homes throughout the study region to determine geographic regions with elevated radon concentrations.
The U.S. EPA has set the safety standard for radon gas in homes to be 4.0 pico Curies per liter (pCi/L).
The US EPA has prepared a map to assist National, State and local organizations to target their resources and to implement radon-resistant building codes. The map divides the country into three Radon Zones, Fresno Crown Truck Project Project No. 014-22174
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Zone 1 being those areas with the average predicted indoor radon concentration in residential dwellings exceeding the EPA Action Limit of 4.0 pCi/L. It is important to note that the EPA has found homes with elevated levels of radon in all three zones, and the EPA recommends site-specific testing in order to determine radon levels at a specific location. However, the map does give a valuable indication of the propensity of radon gas accumulation in structures. Review of the EPA Map of Radon Zones places the Property in Zone 2, where average predicted radon levels are between 2.0 and 4.0 pCi/L. Therefore, the available data suggests that the potential for radon to adversely impact the subject site appears to be low.
Environmental Non-Compliance Issues
No material non-compliance issues were identified in connection with the subject site in the process of preparing this report.
Activity and Use Limitations
No activity and use limitations were identified in connection with the subject site in the process of preparing this report.
6.4 Regulatory Agency Records Review
A review of Federal and State regulatory databases was conducted to help determine if hazardous materials have been handled, stored, or generated on the subject site and/or the adjacent properties and businesses.
The Federal and State environmental databases consulted in the course of this assessment were compiled by Environmental Data Resources, Inc. (EDR) and identified facilities within the search distances specified in ASTM 1527-13. Krazan did not verify the locations and distances of every property listed by the EDR Radius Map Report. Krazan verified the location and distances of the properties Krazan deemed as having the potential to adversely impact the subject site. The actual location of the listed properties may differ from the EDR listing. No EDR-listed unmapped (non-geocoded) sites identified were determined to be located on or adjacent to the subject site. Refer to Appendix C – EDR Radius Map Report for the Map Findings Summary and complete details of the complete report.
Regulatory records are reviewed based on the following criteria: 1) properties with known soils and/or groundwater releases considered to represent the potential for impact to the subject site that are located within 1,760 feet of the subject site for constituents of concern impacts or 528 feet of the subject site for petroleum hydrocarbon impacts; 2) properties that are adjacent or in proximity to the subject site included within the EDR regulatory database report or noted during the site reconnaissance to possibly handle, store, or generate hazardous materials. Applicable property records are discussed below.
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No Federal Superfund – National Priorities List (NPL) sites were determined to be located within a onemile radius of the subject site.
State of California Environmental Protection Agency
Krazan’s December 22, 2022 review of the State of California Environmental Protection Agency (CalEPA) – Department of Toxic Substances Control (DTSC) Envirostor database available via the DTSC’s Internet Website indicated that no records of cleanup sites including State response sites, voluntary cleanup sites, school cleanup sites, or military or school evaluation sites are listed for the subject site, the adjacent properties, or properties located within 500 feet of the subject site.
State of California Regional Water Quality Control Board - Geotracker Krazan’s December 22, 2022 review of the State of California Regional Water Quality Control Board (RWQCB) Geotracker database available via the RWQCB Internet Website did not identify any cleanup sites including LUST sites, cleanup program sites, or military sites at the subject site, the adjacent properties, or properties located within 500 feet of the subject site.
California Department of Conservation, California Geologic Energy Management Division Krazan’s January 3, 2023 review of the State of California Department of Conservation, California Geologic Energy Management Division (CalGEM) Online Mapping System indicated that no plugged and abandoned or producing oil wells are located on or adjacent to the subject site.
State of California Office of Emergency Services – Spills Database Krazan’s January 3, 2023 review of the State of California Office of Emergency Services (Cal OES) Spill Reports database, available via the Cal OES website indicated that no hazardous materials spill reports are included in the Cal OES Spill Reports database for subject site APN 329-100-52.
Fresno County Department of Public Health – Environmental Health Division The Fresno County Department of Public Health, Environmental Health Division (FCEHD) is the lead regulatory agency or Certified Unified Program Agency (CUPA) for hazardous materials handling facilities located in Fresno County. Krazan’s review of the FCEHD CUPA and Solid Waste Programs Resource List (CUPA List) dated June 28, 2021 and January 3, 2023 review of the FCEHD on-line Environmental Health Document Portal indicated that no hazardous materials storage, hazardous waste generator, AST, UST, leaking UST (LUST), environmental cleanup site/site mitigation, and/or hazardous materials release incident records are on file with the FCEHD for the subject site.
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Cecil Hardy
3264 South Cherry Avenue
Adjacent to the east
According to records on file with the FCEHD, a 500-gallon gasoline UST was removed from the 3264 South Cherry Avenue property under FCEHD oversight in 2014. The former UST was located approximately 370 feet east of the subject site. No holes were noted in the UST at removal and no discolored soil was observed in the tank excavation pit. Analysis of a soil sample collected from the base of the excavation revealed that none of the gasoline derived constituents of potential concern were present above their respective laboratory reporting limits. Based on the removal of the potential contamination source, the reported absence of a fuel release, and the location of the former UST approximately 370 feet distant, there is no evidence to indicate that this former UST represents an environmental concern in connection with the subject site.
Additionally, according to the California Environmental Reporting System (CERS) database available via the CalEPA Regulated Site Portal at the CalEPA website, no HMBP chemical inventory records and no CUPA compliance evaluation inspection records are included in the database for the northern, southern, eastern, or western adjacent properties suggesting that hazardous materials are not stored in reportable quantity and that hazardous waste is not generated in reportable quantity at these properties. Records are included in the CERS database for the property located 200 feet northeast of the subject site which are discussed below:
Valley Iron
3114 South Cherry Avenue
200 feet northeast
According to records on file with the FCEHD, the Valley Iron occupant of the 3114 South Cherry Avenue address maintains permits with the FCEHD as a chemical storage facility and as a hazardous waste generator. According to information on file with the FCEHD as contained in the CERS database, a HMBP was submitted for Valley Iron on February 10, 2022. Krazan’s January 3, 2023 review of the CERS database indicated that six chemicals/hazardous materials are used/stored at this property in reportable quantity, including: 1) oxygen – refrigerated liquid (120- 599 gallons), 2) oxygen – compressed gas (0-2,599 cubic feet), 3) nitrogen (0-2,599 cubic feet), 4) propane (600-1,199 gallons) E-Weld (12-59 gallons), and 6) oil/lubricant (12-59 gallons). A hazardous materials release response plan compliance evaluation inspection of this facility conducted by the FCEHD on April 26, 2016 revealed one violation for failure to submit a site map.
A hazardous waste generator compliance evaluation inspection of this facility conducted by the FCEHD on April 26, 2016 revealed no violations. Krazan’s review of records on file with the FCEHD as contained in the CERS database for the facility/property located at 3114 South Cherry Avenue revealed no evidence of a documented release of hazardous materials or hazardous waste to the subsurface.
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Regulatory Database Review
Several agencies have published documents that list businesses or properties which have handled hazardous materials or waste or may have experienced site contamination. The lists consulted in the course of our assessment were compiled by EDR and Krazan and represent reasonably ascertainable current listings.
Krazan did not verify the locations and distances of every property listed by EDR. Krazan verified the location and distances of the properties Krazan deemed as having the potential to adversely impact the subject site. The actual location of the listed properties may differ from the EDR listing. No EDR-listed unmapped (non-geocoded) sites identified were determined to be located on or adjacent to the subject site. The subject site location was not listed in the EDR regulatory agency database report. Cecil Hardy, identified as 3264 South Cherry Avenue, is listed as a CUPA Listing site associated with the removal of a 500-gallon gasoline UST which is reportedly located 49 feet east of the subject site. Records on file with the FCEHD for this adjacent property UST removal site were discussed previously.
AKAL Roadside Service, identified as 3216 South Cherry Avenue, is listed in the EDR report as a CUPA Listings site associated with its permitting as a waste tire facility which is reportedly located 59 feet east-northeast of the subject site. John Brown DBA Performance Power Systems and She Synthetic Synthetics, identified as 3195 South Cherry Avenue and reportedly located 225 feet northeast of the subject site (the 3195 South Cherry Avenue address is actually located adjacent to the north of the subject site), are listed in the EDR report as RCRA NonGen and No Longer Regulated (NLR) facilities indicating that these facilities are non-generating facilities which are no longer regulated. No violations were listed in association with any of these facilities/addresses and none are listed on a database indicating a release to the subsurface has occurred. These facilities are not considered to be an environmental concern in connection with the subject site.
Hazardous Materials Migration in Soils and/or Groundwater No sites with reported releases of hazardous materials to the subsurface were reported within a 1,500-foot radius of the subject site. In general, potentially hazardous materials or petroleum products released from facilities located generally hydraulically upgradient within the subject site vicinity, or in a hydraulically cross-gradient direction in proximity to the site, may have a reasonable potential of migrating to the subject site via groundwater flow. This opinion is based on the assumption that non-vaporous hazardous materials generally do not migrate large distances laterally within the soil, but rather tend to migrate with groundwater in the general direction of groundwater flow. However, the potential for migration of volatile hazardous materials may include movement within soils, groundwater flow or potentially omni-directionally if present in a vaporous state.
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Hazardous Materials Migration in Vapor
Hazardous materials or petroleum product vapors which may have the potential to migrate into the subsurface of the subject site may be caused by the release of vapors from contaminated soil or groundwater either on or in the vicinity of the subject site from current or historical uses of the subject site and/or adjacent or vicinity properties. Current or past land uses such as gasoline stations (using petroleum hydrocarbons), dry cleaning establishments (using chlorinated volatile organic compounds), former manufactured gas plant sites (using volatile and semi-volatile organic compounds), and former industrial sites such as those that had vapor degreasing or other parts-cleaning operations (using chlorinated volatile organic compounds) are of particular concern. Constituent of concern vapors are capable of migrating great distances omnidirectionally along subsurface conduits such as pipelines, utility lines, sewer and stormwater lines, and building foundations.
Based on Krazan’s observations and review of State and local regulatory agency records and the EDR regulatory database report, no listings of concern related to potential vapor migration were determined to be associated with the subject site, adjacent properties, or properties located within the subject site vicinity.
Review of vicinity properties listed by EDR as release sites within the applicable search radii suggests that these properties do not represent a significant potential for vapor migration in connection with the subject site. The rationale supporting this opinion includes the following:
Relevant sites had undergone investigation and remediation sufficient to receive regulatory agency closure.
Sites with reported releases of minor quantities of COCs or COCs of limited volatility impacting soil only were considered of minimal concern.
The lateral migration of the COCs in groundwater is reported to be limited and COCs were not detected in groundwater samples collected downgradient of the release and several hundred feet upgradient of the subject site.
Sites with reported releases of COCs including volatile organic compounds (VOCs) were either of sufficient distance or hydraulically down- or cross-gradient from the subject site such that they do not appear to represent a significant potential for vapor migration on the subject site.
No engineering control sites, sites with institutional controls, or sites with deed restrictions were listed for the subject site, adjacent sites or vicinity properties in the EDR Report.
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7.0 DISCUSSION OF FINDINGS
Summary of Conclusions
Apparent Evidence of RECs/CRECs or PAOCs From Not Noted Noted Historical Uses X
Current Uses X
Adjacent of Vicinity Property Uses X
Historical Uses
Based on Krazan’s review of historical aerial photographs and historical topographic maps, a site reconnaissance, contacts with the local regulatory agencies, and an interview with a representative of the owner of the subject site, there is no material evidence that RECs exist in connection with the historical uses of the subject site. However, potential areas of concern (PAOCs) were identified in connection with the historical uses of the subject site which are discussed in Section 8.0 of this report.
Current Uses
Based on Krazan’s site reconnaissance, contacts with local regulatory agencies, and an interview with a representative of the owner of the subject site, there is no material evidence that recognized environmental conditions exist in connection with the current uses of the subject site. However, site development issues were identified in connection with the subject site which are discussed in Section 8.0 of this report.
Adjacent or Vicinity Property Uses
Based on Krazan’s field observations, review of the EDR government database report, and consultation with local regulatory agencies, there is no material evidence that recognized environmental conditions exist in connection with the subject site from adjacent or vicinity property uses.
7.1 Evaluation of Data Gaps/Data Failure
In accordance with ASTM E 1527-13 guidance, data gaps represent a lack of or inability to obtain information required by this practice despite good faith efforts by the environmental professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice. Data failure represents the failure to achieve the historical research objectives of this practice even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful.
Data failure is one type of data gap.
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The following is a summary of data gaps encountered in the process of preparing this report including an observation as to the presumed significance of that data gap to the conclusions of this assessment. Absence of Interview with the Previous Property Owner (Section 5.3) A Phase I ESA interview with a previous owner of the subject site and the current owner of the subject site was not reasonably ascertainable. Consequently, information regarding the history and historical uses of the subject site obtained from an interview of the previous and current owner of the subject site constitutes a data gap. Taken in consideration with the available information obtained in the course of preparing this report in connection with professional experience, there is no evidence to suggest that this data gap might alter the conclusions of this assessment. However, the content of an interview with the previous and current property owners is unknown.
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8.0 CONCLUSIONS
We have conducted a Phase I ESA of the subject site in conformance with the scope and limitations of the ASTM E 1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process guidance documents. Any deviations from this practice were previously described in this report. During the course of this assessment, Krazan identified no evidence of recognized environmental conditions (RECs), controlled RECs (CRECs) or historical RECs (HRECs) in connection with the subject site as defined by ASTM E 1527-13. However, the following potential areas of concern (PAOCs) and site development issues were identified in connection with the subject site:
PAOCs
Krazan’s review of historical aerial photographs and historical topographic maps indicates that a rural residence was located in the southeastern portion of the subject site from at least 1946 until at least 1967. Additionally, historical aerial photographs of the subject site and surrounding vicinity taken during the 1937- to 1998-time interval indicate the presence of on-site and immediately proximate farming operations expected to utilize fuel-powered trucks and tractors/farm equipment.
Mr. Andrew Falzarano, a representative of the owner of the subject site familiar with the subject site for the past six months, indicated that he was unaware of USTs being located at the subject site and no records of USTs for the subject site are on file with the local regulatory agencies. However, USTs on rural or agricultural properties historically have been exempt from requirements for registration with regulatory agencies. Krazan’s experience with such properties has shown that it is not uncommon for property owners/operators to install USTs for their convenience, especially in the vicinity of structures, which are undocumented and whose presence would remain unknown in spite of the standard data research conducted in the course of this Phase I ESA. It is therefore possible that subsurface features such as unregistered USTs may exist in the vicinity of the former on-site structures which remain unknown based upon the absence of any regulatory, municipality, interview data, or other evidence indicating their presence or location. Consequently, despite an absence of data suggesting their presence, the presence or absence of USTs associated with the subject site prior to the current owner of the subject site is unknown.
Site Development Issues
An apparently vandalized and non-operational water well is present in the central-eastern portion of the subject site. The well appeared to be an agricultural water well which was electrically powered when last used. Additionally, Krazan’s review of historical aerial photographs indicates that a residence was located in the southeastern portion of the subject site circa 1946. A domestic water well and septic system potentially associated with this residence may be located in the southeastern portion of the subject site. If the existing water well and/or any water wells or septic systems identified during the planned redevelopment of the subject site are not to be utilized in the redevelopment, they should be properly abandoned, removed, or destroyed in accordance with State and local guidelines.
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9.0 RELIANCE
This report was prepared solely for use by Client and should not be provided to any other person or entity without Krazan & Associates’ prior written consent. No party other than Client may rely on this report without Krazan & Associates’ express prior written consent. Reliance rights for third parties will only be in effect once requested by Client and authorized by Krazan & Associates with authorization granted by way of a Reliance Letter. The Reliance Letter will require that the relying party(ies) agree to be bound to the terms and conditions of the agreement between Client and Krazan & Associates as if originally issued to the relying party(ies), or as so stipulated in the Reliance Letter.
10.0 LIMITATIONS
The site reconnaissance and research of the subject site has been limited in scope. This type of assessment is undertaken with the calculated risk that the presence, full nature, and extent of contamination would not be revealed by visual observation alone. Although a thorough site reconnaissance was conducted in accordance with ASTM Guidelines and employing a professional standard of care, no warranty is given, either expressed or implied, that hazardous material contamination or buried structures, which would not have been disclosed through this investigation, do not exist at the subject site. Therefore, the data obtained are clear and accurate only to the degree implied by the sources and methods used.
The findings presented in this report were based upon field observations during a single property visit, review of available data, and discussions with local regulatory and advisory agencies. Observations describe only the conditions present at the time of this investigation. The data reviewed and observations made are limited to accessible areas and currently available records searched. Krazan cannot guarantee the completeness or accuracy of the regulatory agency records reviewed. Additionally, in evaluating the property, Krazan has relied in good faith upon representations and information provided by individuals noted in the report with respect to present operations and existing property conditions, and the historical uses of the property. It must also be understood that changing circumstances in the property usage, proposed property usage, subject site zoning, and changes in the environmental status of the other nearby properties can alter the validity of conclusions and information contained in this report. Therefore, the data obtained are clear and accurate only to the degree implied by the sources and methods used.
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This report is provided for the exclusive use of the client noted on the cover page and shall be subject to the terms and conditions in the applicable contract between the client and Krazan. Any third-party use of this report, including use by Client’s lender, shall also be subject to the terms and conditions governing the work in the contract between the client and Krazan. The unauthorized use of, reliance on, or release of the information contained in this report without the express written consent of Krazan is strictly prohibited and will be without risk or liability to Krazan.
Conclusions and recommendations contained in this report are based on the evaluation of information made available during the course of this assessment. It is not warranted that such data cannot be superseded by future environmental, legal, geotechnical or technical developments. Consequently, given the possibility for unanticipated hazardous conditions to exist on a subject site which may not have been discovered, this Phase I ESA is not intended as the basis for a buyer or developer of real property to waive their rights of recovery based upon environmental unknowns. Parties that choose to waive rights of recovery prior to site development do so at their own risk.
Parties who seek to rely upon Phase I Environmental Site Assessment reports dated more than 180 days prior to the date of reliance do so at their own risk. This limitation in reliance is based on the potential for physical changes at the site, changes in circumstances, technological and professional advances, and guidance related to the continued viability of Environmental Site Assessment reports, user’s responsibilities, and requirements for updating of components of the inquiry as stated in the ASTM Standard E 1527-13.
11.0 QUALIFICATIONS
This Phase I ESA was conducted under the supervision or responsible charge of Krazan’s undersigned environmental assessor with oversight from the undersigned environmental professional. The work was conducted in accordance with ASTM E 1527-13 guidance, generally accepted industry standards for environmental due diligence in place at the time of the preparation of this report, and Krazan’s qualitycontrol policies.
We declare that, to the best of our professional knowledge and belief, we meet the definition of environmental professional as defined in §312.10 of 40 CFR 312 and we have the specific qualifications Fresno Crown Truck Project Project No. 014-22174
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based on education, training, and experience to assess a property of the nature, history, and setting of the subject property.
We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
William H. Vick, PhD
Environmental Professional
Jason R. Paul, PG 7557
Environmental Regional Manager
WHV/JRP/mlt
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REFERENCES
AFX Corp, Inc., Environmental Lien/Activity Use Limitations Report.
American Society for Testing and Materials (ASTM), Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment (ESA) Process, ASTM Designation: E 1527-13.
ASTM, Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions, ASTM Designation E 2600-10.
Bowen, Ms. Emily, Crawford & Bowen Planning, Inc., Phase I ESA User Questionnaire.
Environmental Data Resources, Inc. (EDR), Aerial photographs, Microsoft® Research Maps.
Environmental Data Resources, Inc. (EDR), Certified Sanborn Map Report.
Environmental Data Resources, Inc. (EDR), City Directory Abstract.
Environmental Data Resources, Inc. (EDR), Regulatory Database Report.
Environmental Data Resources, Inc. (EDR), Topographic Map Report.
Fresno County Department of Public Health, Environmental Health Division.
Fresno County Fire Protection District.
Fresno County Public Works and Planning Department.
Falzarano, Mr. Andrew, Crown Enterprises, Phase I ESA Property Owner Questionnaire.
State of California Department of Toxic Substances Control, Envirostor Website:
http://www.envirostor.dtsc.ca.gov/public
State of California Geologic Energy Management Division (CalGEM) Maps Website:
https://www.conservation.ca.gov/calgem/Pages/WellFinder.aspx State of California Regional Water Quality Control Board, Geotracker Website:
http://geotracker.swrcb.ca.gov
State of California, Department of Water Resources, Sustainable Groundwater Management Act (SGMA) Data Viewer, Spring 2022, https://sgma.water.ca.gov/webgis/?appid=SGMADataViewer#gwlevels U.S. Environmental Protection Agency (EPA) Map of Radon Zones.
U.S. Fish & Wildlife Service National Wetland Inventory Wetlands Mapper:
http://www.fws.gov/wetlands/Data/Mapper.html
U.S. Geological Survey, 7.5-minute Fresno South, California topographic quadrangle maps.
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GLOSSARY OF TERMS
Subject Site: The real property being investigated under this Phase I ESA.
Adjacent Properties: Properties which are contiguous with the subject site, or would be contiguous except for a street, road, or other public thoroughfare.
Subject Site Vicinity: Properties located within a 500-foot radius of the subject site.
Environmental Professional: A person meeting the education, training, and experience requirements as set forth in 40 CFR §312.10(b). The EP may be an independent contractor or an employee of the user.
User: The party seeking to use Practice E 1527 to complete an environmental site assessment of the subject site. A user may include, without limitation, a potential purchaser of the subject site, a potential tenant of the subject site, an owner of the subject site, a lender, or a property manager.
Recognized Environmental Condition (REC): In defining a standard of good commercial and customary practice for conducting an environmental site assessment of a parcel of property, the goal of the processes established by this practice is to identify recognized environmental conditions. The term recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions.
Controlled Recognized Environmental Condition (CREC): A recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). For example, if a leaking underground storage tank has been cleaned up to a commercial use standard, but does not meet unrestricted residential cleanup criteria, this would be considered a CREC. The “control” is represented by the restriction that the property use remain commercial. A condition considered by the environmental professional to be a CREC shall be listed in the findings section of the Phase I ESA report and as an REC in the conclusions section. A condition identified as a CREC does not imply that the environmental professional has evaluated or confirmed the adequacy, implementation, or continued effectiveness of the required control that has been, or is intended to be, implemented.
Historical Recognized Environmental Condition (HREC): A past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). Before calling the past release an HREC, the environmental professional must determine whether the past release is an REC at the time the Phase I ESA is conducted (for example, if there has been change in the regulatory criteria).
If the EP considers the past release to be an REC at the time the Phase I ESA is conducted, the condition shall be included in the conclusions section of the report as an REC.
Fresno Crown Truck Project Project No. 014-22174
Fresno, California Page No. 31
KRAZAN & ASSOCIATES, INC.
With Offices Serving the Western United States
014-22174 Fresno Crown Truck Phase I Report Final.docx
GLOSSARY OF TERMS (continued)
Potential Area of Concern (PAOC): A term adopted to provide an alternative designation to the REC and HREC for a range of environmental issues related to current subject site uses, historical subject site uses, or from adjacent and/or vicinity property uses. The PAOC is utilized to emphasize full disclosure and provide the User with conclusions and recommendations related to potential environmental issues in connection with the subject site based on Krazan’s professional experience in cases where official documentation or other evidence may be absent in order to identify an REC or HREC, thereby aiding the User’s considerations of environmental due diligence risk tolerance.
Migrate/migration: For the purposes of this practice, “migrate” and “migration” refer to the movement of hazardous substances or petroleum products in any form, including, for example, solid and liquid at the surface or subsurface, and vapor in the subsurface. Vapor migration in the subsurface is described in ASTM E 2600-10 guidance; however, nothing in the E 1527-13 practice should be construed to require application of the E 2600-10 standard to achieve compliance with AAI.
De minimis condition: A condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Condition determined to be de minimis conditions are not RECS or CRECs.
Data Gap: A lack of or inability to obtain information required by this practice despite good faith efforts by the Environmental Professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice, including, but not limited to the site reconnaissance and interviews.
Data Failure: A failure to achieve the historical research objectives even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. Data failure is one type of data gap.
= SUBJECT SITE BOUNDARY
VICINITY MAP Scale:
NTS
Date:
January 2023
SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western U. S.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Drawn By:
BV
Approved by:
BV
Project No.
014-22174
Figure No.
1 STATE
HIGHWAY
41 NORTH MCCARRAN BLVD
SOUTH
CHERRY
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= SUBJECT SITE BOUNDARY (APPROXIMATE)
PARCEL MAP Scale:
NTS
Date:
January 2023
SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western U. S.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Drawn By:
BV
Approved by:
BV
Project No.
014-22174
Figure No.
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= BUTANE GAS CANISTERS – NUMEROUS APPARENTLY EMPTY SMALL CANISTERS = POLE-MOUNTED ELECTRICAL TRANSFORMER – ON/NEAR PROPERTY BOUNDARY SITE MAP Scale:
NTS
Date:
January 2023
With Offices Serving the Western U. S.
SITE DEVELOPMENT ENGINEERS
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Drawn By:
BV
Approved by:
BV
Project No.
014-22174
Figure No.
3 VACANT / FALLOW LAND
UNOCCUPIED
APPARENTLY
RESIDENCE
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FRESNO SOUTH, CALIFORNIA
DATED 1981 = SUBJECT SITE BOUNDARY
TOPOGRAPHIC MAP Scale:
NTS
Date:
January 2023
SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western U. S.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Drawn By:
BV
Approved by:
BV
Project No.
014-22174
Figure No.
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Photo 1: Western-facing view of the central-southern and southwestern portions of the subject site.
Photo 2: Southern-facing view of the central and central-southern portions of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
h
Krazan
Photo 3: Eastern-facing view of the central and central-eastern portions of the subject site.
Photo 4: Northern-facing view of the central and central-northern portions of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
Ae
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Krazan
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Photo 5: Southern-facing view of the central-western and southwestern portions of the subject site.
Photo 6: Southern-facing view of the northwestern and central-western portions of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
L
Krazan
Photo 7: Eastern-facing view of the northwestern and central-western portions of the subject site.
Photo 8: Eastern-facing view of the central-northern and northeastern portions of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
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Photo 9: Northern-facing view of the eastern portion of the subject site adjacent to South Cherry Avenue. Discarded materials are pictured photo center and foreground.
Photo 10: View of a transient encampment and discarded materials located in the southeastern portion of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
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Photo 11: View of the compressed butane gas containers located in the southeastern portion of the subject site.
Photo 12: Eastern facing view of the irrigation canal located on/near the southern boundary of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
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Photo 13: Northern facing view of the irrigation ditch located on/near the eastern boundary of the subject site.
Photo 14: View of the charred vegetation located within/near the irrigation ditch on/near the eastern boundary of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
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Photo 15: View of the non-operational former irrigation water well located in the centraleastern portion of the subject site.
Photo 16: View of outbuilding and vacant land located adjacent to the east of the northern portion of the subject site
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
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Photo 17: View of residential structures located adjacent to the northeast of the northern portion of the subject site.
Photo 18: View of the agricultural land located adjacent to the east of the central portion of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
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Photo 19: View of an apparent storage yard adjacent to the east of the southern portion of the subject site.
Photo 20: View of the rural residence located adjacent to the south of the eastern portion of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
s J
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Photo 21: View of the agricultural land located adjacent to the south of the central and western portions of the subject site.
Photo 22: View of State Highway 41 and the highway right-of-way located adjacent to the west of the subject site.
FRESNO CROWN TRUCK PROJECT
SOUTH CHERRY AVENUE
APN 329-100-52
FRESNO, CALIFORNIA 93706
Project No. 014-22174
Date: January 2023
Approved by: BV
SITE DEVELOPMENT ENGINEERS
Offices Serving the Western United States
Krazan
Appendix A
Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 December 22, 20227210538.3 EDR
Certified Sanborn® Map Report
Certified Sanborn Results:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
EDR Inquiry # Contact:
Site Name: Client Name:
Certification #
PO #
Project
12/22/22 South Cherry Avenue Fresno Crown Truck Project Krazan & Associates, Inc. 4320 Orange Grove Avenue Suite E Fresno, CA 937067210538.3 Sacramento, CA 95841 William Vick The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Krazan & Associates, Inc. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. B05D-43A2-ADD4 NA UNMAPPED PROPERTY 014-22174 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.
Certification #: B05D-43A2-ADD4
Krazan & Associates, Inc. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY
KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN
THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,
COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS
SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,
CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.
Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7210538 3 2 X
EDR*
EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
with QuadMatch™
Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 December 22, 20227210538.4 EDR
EDR Historical Topo Map Report
EDR Inquiry #
Search Results:
P.O.#
Project:
Maps Provided:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
Coordinates:
Latitude:
Longitude:
UTM Zone:
UTM X Meters:
UTM Y Meters:
Elevation:
Contact:
Site Name: Client Name:
2018
2015
2012
1981
1972
1963
1947
1946
1942
1923
12/22/22 Fresno Crown Truck Project Krazan & Associates, Inc. South Cherry Avenue 4320 Orange Grove Avenue Suite E Fresno, CA 93706 Sacramento, CA 95841 7210538.4 William Vick EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Krazan & Associates, Inc. were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.
NA 36.687761 36° 41' 16" North 014-22174 -119.783784 -119° 47' 2" West Zone 11 North 251272.50 4063847.27 280.00' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY
KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN
THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,
COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS
SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,
CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.
Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7210538 4 2 EDR
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
2018 Source Sheets
2018
Fresno South
7.5-minute, 24000
2015 Source Sheets
2015
Fresno South
7.5-minute, 24000
2012 Source Sheets
2012
Fresno South
7.5-minute, 24000
1981 Source Sheets
1981
Fresno South
7.5-minute, 24000
Aerial Photo Revised 1978
7210538 4 3
Nhe
LPA
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1972 Source Sheets
1972
Fresno South
7.5-minute, 24000
Aerial Photo Revised 1972
1963 Source Sheets
1963
Fresno South
7.5-minute, 24000
Aerial Photo Revised 1962
1947 Source Sheets
1947
Fresno South
7.5-minute, 24000
1946 Source Sheets
1946
Fresno South
7.5-minute, 24000
7210538 4 4
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—I-
- "
TE sI
H
44+,
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Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1942 Source Sheets
1942
FRESNO
7.5-minute, 31680
1923 Source Sheets
1923
Fresno
7.5-minute, 31680
7210538 4 5
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
2018 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 2018, 7.5-minute
7210538 4 6
1 11 Calwa
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
2015 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 2015, 7.5-minute
7210538 4 7
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
2012 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 2012, 7.5-minute
7210538 4 8
1 O)%
O 1
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4 Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1981 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 1981, 7.5-minute
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1972 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 1972, 7.5-minute
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1 1 -I . Sch I
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272
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1 Well
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1963 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 1963, 7.5-minute
7210538 4 11
1 7
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1947 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 1947, 7.5-minute
7210538 4 12
1 nr• •
I’. ....... :
E I
: > "
■■ • 9: 3
C ilwa City;:
Calwa Sta.i
CANAL
JENSEN nos
=="=
’ * " X Fresno Colony 0ii
. -==4-3 Sch
oo S HE
if ©
FRESNO 21 : 22
23 +
ANNADALE UE
\
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rts’
290 ■ A VENUE •anen=■ ■ ■■■■■ ■ NORTH
ni mr ----- 4= • • 272 'I: is ""
■ ■H /
NORTH
\ ^SANAL • r^CENTRAL
* 28 •27 26
\
u l
i
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AVENUE 280
268 "J" CENTRAL CANAL
" Orange Center
Sch
41 3
3 \ OY
===- 33 CANAL AVEMALAGA CENTRAL
ge8
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5 G u. AMERICAN
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272 280
t 1268 •AVENUE - 282 JL
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it
(99)
)
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AVENUE
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1946 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno South, 1946, 7.5-minute
7210538 4 13
1 all. I’.
D
—*
.Iwa City:;0
GAN AL
Calwa Sta
JENSEN 5
AVENUE ak 276 I 0
11 .7 C
O
A
==
21 22
23 )
/bom= ■
"_PBA o
.5 -lNORTH 280 ■ AVENUE “nnene BAs"remase —• r rg 272
11 • • Is ""J
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l
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NORTH
^NAL •CENTRAL
28 •27 26
s
.1
AVENUE 280
268 T‘ CENTRAL CANAL
• Orange Center
Sch
S.
\
y
33 CANAL • MALAGA AVE CENTRAL 34
N X
Er • C L AMERICAN uj Sny <)
" 11"
•AVENUE 272 280 282 268
T
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Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1942 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, FRESNO, 1942, 7.5-minute
7210538 4 14
1 -
■
• I
5 II
27/ • 276
. .. .
1 <
41 •I — 23 t:: 21 22
4 $
3 * 3
i —•
x:
■
200 •
■
=
28 27 26
0 268 280
1 33 3 35 34
<f
..
•.Gill School — — —
'I
|% es0 282 zee AVENue
I
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I
5 I
S!
!5[
II
II
h
t
.Calwa,
285
kJ
5 2
s
X
kl
5 2
o
%
I :
7 E
272
A
i
5 -
X
Orange Center
School
EDR’
-
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1923 0 Miles 0.25 0.5 1 1.5 Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Krazan & Associates, Inc.
TP, Fresno, 1923, 7.5-minute
7210538 4 15
1 TT
...
0 27/ 276 Calwa: $1. -
mi
$ 41
23 21 22
9."
C272 280 ■
1 ===
28 27 26
0 268 280
!
.Or e Center
School
S
33 A 35 34
— •.Gill School S
3 ■ -0
5 % gso 282 21 268 AVEN U 6
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EDR’
Fresno Crown Truck Project
South Cherry Avenue
Fresno, CA 93706
Inquiry Number: 7210538.5
December 22, 2022
The EDR-City Directory Abstract
6 Armstrong Road
Shelton, CT 06484
800.352.0050 EDR Environmental Data Resources Inc www.edrnet.com
TABLE OF CONTENTS
SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
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EXECUTIVE SUMMARY
DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities.
EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals.
Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1922 through 2017. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property.
A summary of the information obtained is provided in the text of this report.
RECORD SOURCES
EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report.
EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright.
RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report.
Year Source TP Adjoining Text Abstract Source Image
2017 Cole Information Services - X X -
2014 Cole Information Services - X X -
2009 Cole Information Services - X X -
2004 Cole Information Services - X X -
2002 R.L. Polk & Co Publishers - X X -
1999 Cole Information Services - X X -
1996 R.L. Polk & Co Publishers - X X -
1994 Cole Information Services - X X -
1990 R.L. Polk & Co Publishers - - - -
1986 R.L. Polk & Co Publishers - - - -
7210538- 5 Page 1
1 Copyright©2008
All Rights Reserved
Data by
infoUSA
EXECUTIVE SUMMARY
Year Source TP Adjoining Text Abstract Source Image
1980 R.L. Polk & Co Publishers - - - -
1975 R.L. Polk & Co Publishers - - - -
1970 R.L. Polk & Co Publisher - - - -
1965 R.L. Polk & Co Publisher - - - -
1962 Pacific Telephone - - - -
1958 R.L. Polk & Co Publishers - - - -
1952 R.L. Polk & Co Publishers - - - -
1947 R.L. Polk & Co Publishers - - - -
1942 R.L. Polk & Co Publishers - - - -
1937 R.L. Polk & Co Publishers - - - -
1932 R.L. Polk & Co Publishers - - - -
1927 R.L. Polk & Co Publishers - - - -
1922 Polk: Husted Directory Co. - - - -
7210538- 5 Page 2
EXECUTIVE SUMMARY
SELECTED ADDRESSES
The following addresses were selected by the client, for EDR to research. An "X" indicates where information was identified.
Address Type Findings
3195 South Cherry Avneue Client Entered
3207 South Cherry Avenue Client Entered
3295 South Cherry Avenue Client Entered
3206 South Cherry Avenue Client Entered
3337 South Cherry Avenue Client Entered
FINDINGS
TARGET PROPERTY INFORMATION
ADDRESS
South Cherry Avenue
Fresno, CA 93706
FINDINGS DETAIL
Target Property research detail.
7210538- 5 Page 2
FINDINGS
ADJOINING PROPERTY DETAIL
The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address.
S CHERRY AVE
3195 S CHERRY AVE
Year Uses Source
2017 JOSHUA TAPP Cole Information Services
2014 JENNIFER BRANTLEY Cole Information Services
2009 JENNIFER BRANTLEY Cole Information Services
TAPP ENTERPRISES Cole Information Services
2004 GENEVA HICKS Cole Information Services
2002 Tapp Kathleen R.L. Polk & Co Publishers
Tapp James R Sr BM R.L. Polk & Co Publishers
1999 OCCUPANT UNKNOWN Cole Information Services
JENNIFER BRANTLEY Cole Information Services
1996 Vaughn Robert L R.L. Polk & Co Publishers
1994 VAUGHN, ROBERT L Cole Information Services
3206 S CHERRY AVE
Year Uses Source
2004 OCCUPANT UNKNOWN Cole Information Services
2002 Gallegos Narciso B R.L. Polk & Co Publishers
1999 OCCUPANT UNKNOWN Cole Information Services
1996 Rendon Amelia R.L. Polk & Co Publishers
1994 RENDON, AMELIA Cole Information Services
3207 S CHERRY AVE
Year Uses Source
2014 OCCUPANT UNKNOWN Cole Information Services
2009 JAMES REED Cole Information Services
2004 OCCUPANT UNKNOWN Cole Information Services
2002 Reed John L 13+ A R.L. Polk & Co Publishers
Fraticetli Joseph M B R.L. Polk & Co Publishers
7210538- 5 Page 3
Year Uses Source
FINDINGS
Year Uses Source
1999 JAMES REED Cole Information Services
1996 Reed Stanley C R.L. Polk & Co Publishers
Reed C E 56101 C R.L. Polk & Co Publishers
Reed Stanley C 5610 C R.L. Polk & Co Publishers
1994 REED, STANLEY C Cole Information Services
3210 S CHERRY AVE
Year Uses Source
2014 ERIKA RODRIGUEZ Cole Information Services
2009 OCCUPANT UNKNOWN Cole Information Services
2004 OCCUPANT UNKNOWN Cole Information Services
2002 Not Verified R.L. Polk & Co Publishers
3216 S CHERRY AVE
Year Uses Source
2014 OCCUPANT UNKNOWN Cole Information Services
2009 SARGUN ICE CREAM Cole Information Services
BARAMJIT KAUR Cole Information Services
2004 RANDY HARDY Cole Information Services
2002 Hardy Jerry H R.L. Polk & Co Publishers
1999 BARAMJIT KAUR Cole Information Services
3222 S CHERRY AVE
Year Uses Source
2017 JUANITA METZGER Cole Information Services
2014 DAVID BENAVIDEZ Cole Information Services
2009 IRMA RENDON Cole Information Services
2004 JUANITA METZGER Cole Information Services
2002 Not Verified R.L. Polk & Co Publishers
1999 IRMA RENDON Cole Information Services
3264 S CHERRY AVE
Year Uses Source
2014 RUTHANN HARDY Cole Information Services
2009 CECIL HARDY Cole Information Services
7210538- 5 Page 4
Year Uses Source
FINDINGS
Year Uses Source
2004 OCCUPANT UNKNOWN Cole Information Services
2002 Hardy Cecil C Jr 3+ A R.L. Polk & Co Publishers
1999 OCCUPANT UNKNOWN Cole Information Services
1996 Hardy Cecil W R.L. Polk & Co Publishers
1994 HARDY, CECIL W Cole Information Services
3286 S CHERRY AVE
Year Uses Source
2014 OCCUPANT UNKNOWN Cole Information Services
2009 RICK OLVERA Cole Information Services
2004 OCCUPANT UNKNOWN Cole Information Services
1999 RICK OLVERA Cole Information Services
OCCUPANT UNKNOWN Cole Information Services
3290 S CHERRY AVE
Year Uses Source
2014 OCCUPANT UNKNOWN Cole Information Services
2009 PARAMJIT KAUR Cole Information Services
2004 NORMA LEYVA Cole Information Services
1999 PARAMJIT KAUR Cole Information Services
3294 S CHERRY AVE
Year Uses Source
2017 BEATRICE AVILA Cole Information Services
2014 DALJIT SAINI Cole Information Services
2009 OCCUPANT UNKNOWN Cole Information Services
2004 ARNULFO CONTRERAS Cole Information Services
2002 Contreras Arnuifo R.L. Polk & Co Publishers
1996 Gonzales Bonifa R.L. Polk & Co Publishers
7210538- 5 Page 5
FINDINGS
ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE The following Adjoining Property addresses were researched for this report, and the addresses were not identified in research source.
Address Researched Address Not Identified in Research Source 3195 S CHERRY AVE 2002, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3195 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3195 South Cherry Avneue 2017, 2014, 2009, 2004, 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922 3206 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3206 S CHERRY AVE 2017, 2014, 2009, 2002, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3206 South Cherry Avenue 2017, 2014, 2009, 2004, 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922 3207 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3207 S CHERRY AVE 2017, 2002, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3207 South Cherry Avenue 2017, 2014, 2009, 2004, 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922 3210 S CHERRY AVE 2017, 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3210 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3216 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3216 S CHERRY AVE 2017, 2002, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3222 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3222 S CHERRY AVE 2002, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3264 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3264 S CHERRY AVE 2017, 2002, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3286 S CHERRY AVE 2017, 2002, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3290 S CHERRY AVE 2017, 2002, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
FINDINGS
Address Researched Address Not Identified in Research Source 3294 S CHERRY AVE 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3294 S CHERRY AVE 2017, 2014, 2009, 2004, 1999, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
3295 South Cherry Avenue 2017, 2014, 2009, 2004, 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922 3337 South Cherry Avenue 2017, 2014, 2009, 2004, 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922 TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source.
Address Researched Address Not Identified in Research Source South Cherry Avenue 2017, 2014, 2009, 2004, 2002, 1999, 1996, 1994, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922 The EDR Aerial Photo Decade Package
Fresno Crown Truck Project South Cherry Avenue Fresno, CA 93706 Inquiry Number: December 22, 20227210538.8 6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
EDR
www.edrnet.com
2020 1"=500' Flight Year: 2020 USDA/NAIP
2016 1"=500' Flight Year: 2016 USDA/NAIP
2012 1"=500' Flight Year: 2012 USDA/NAIP
2009 1"=500' Flight Year: 2009 USDA/NAIP
2006 1"=500' Flight Year: 2006 USDA/NAIP
1998 1"=500' Acquisition Date: January 01, 1998 USGS/DOQQ 1987 1"=500' Flight Date: June 17, 1987 USDA
1984 1"=500' Flight Date: June 09, 1984 USDA
1979 1"=500' Flight Date: September 04, 1979 USDA
1973 1"=500' Flight Date: May 08, 1973 USDA
1967 1"=500' Flight Date: May 02, 1967 USDA
1962 1"=500' Flight Date: August 09, 1962 USGS
1957 1"=500' Flight Date: August 09, 1957 USDA
1950 1"=500' Flight Date: January 30, 1950 USDA
1946 1"=500' Flight Date: April 23, 1946 USGS
1942 1"=500' Flight Date: May 19, 1942 USDA
1937 1"=500' Flight Date: October 05, 1937 USDA
EDR Aerial Photo Decade Package 12/22/22 Fresno Crown Truck Project Site Name: Client Name: Krazan & Associates, Inc. South Cherry Avenue 4320 Orange Grove Avenue Suite E Fresno, CA 93706 Sacramento, CA 95841 EDR Inquiry # 7210538.8 Contact: William Vick Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. 7210538 - 8 page 2 This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY
KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN
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Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
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Appendix B
CLTA Preliminary Report Form Order Number: 1004-5505365 (Rev. 11/06) Page Number: 1
First American Title