Cities Index.
Agenda

Desert Hot Springs City Council
April 21, 2026

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Agenda
Meeting
April 21, 2026
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Desert Hot Springs City Council
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2,902
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Text extracted from the city's file for reading and search. Open the original on cityofdhs.civicweb.net. That file is the official record.

DHS Varner Road Specific Plan Detailed Report, 9/11/2025 64 / 80
Linear, Drainage, Utilities, & Vendor 0.00 10.2 HHDT,MHDT Sub-Grade
Linear, Drainage, Utilities, &
Sub-Grade
Hauling 0.00 20.0 HHDT
Linear, Drainage, Utilities, &
Sub-Grade
Onsite truck — — HHDT
Linear, Paving — — — —
Linear, Paving Worker 67.5 18.5 LDA,LDT1,LDT2
Linear, Paving Vendor 0.00 10.2 HHDT,MHDT
Linear, Paving Hauling 0.00 20.0 HHDT
Linear, Paving Onsite truck — — HHDT
Architectural — — — —
Architectural Worker 126 18.5 LDA,LDT1,LDT2
Architectural Vendor — 10.2 HHDT,MHDT
Architectural Hauling 0.00 20.0 HHDT
Architectural Onsite truck — — HHDT

5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Grading — — — —
Grading Worker 25.0 18.5 LDA,LDT1,LDT2
Grading Vendor — 10.2 HHDT,MHDT
Grading Hauling 158 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 630 18.5 LDA,LDT1,LDT2
Building Construction Vendor 246 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT Item Number: 1. Page 403 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 65 / 80
Paving————
Paving Worker 15.0 18.5 LDA,LDT1,LDT2
Paving Vendor— 10.2 HHDT,MHDT
Paving Hauling 30.0 20.0 HHDT
Paving Onsite truck—— HHDT
Linear, Grading & Excavation————
Linear, Grading & Excavation Worker 103 18.5 LDA,LDT1,LDT2 Linear, Grading & Excavation Vendor 2.00 10.2 HHDT,MHDT Linear, Grading & Excavation Hauling 0.00 20.0 HHDT
Linear, Grading & Excavation Onsite truck—— HHDT
Linear, Drainage, Utilities, &
Sub-Grade
————
Linear, Drainage, Utilities, &
Sub-Grade
Worker 82.5 18.5 LDA,LDT1,LDT2
Linear, Drainage, Utilities, &
Sub-Grade
Vendor 0.00 10.2 HHDT,MHDT
Linear, Drainage, Utilities, &
Sub-Grade
Hauling 0.00 20.0 HHDT
Linear, Drainage, Utilities, &
Sub-Grade
Onsite truck—— HHDT
Linear, Paving————
Linear, Paving Worker 67.5 18.5 LDA,LDT1,LDT2
Linear, Paving Vendor 0.00 10.2 HHDT,MHDT
Linear, Paving Hauling 0.00 20.0 HHDT
Linear, Paving Onsite truck—— HHDT
Architectural————
Architectural Worker 126 18.5 LDA,LDT1,LDT2
Architectural Vendor— 10.2 HHDT,MHDT
Architectural Hauling 0.00 20.0 HHDT
Architectural Onsite truck—— HHDT
Item Number: 1.

Page 404 of 2902 ends

DHS Varner Road Specific Plan Detailed Report, 9/11/2025 66 / 80

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 0.00 0.00 2,250,000 750,000 52,272

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) Linear, Grading & Excavation — — 20.8 0.00 —
Linear, Drainage, Utilities, &
Sub-Grade
— — 20.8 0.00 —
Grading — 88,400 75.0 0.00 —
Paving 0.00 0.00 0.00 0.00 68.0

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
Industrial Park 13.6 0%
Unrefrigerated Warehouse-No Rail 13.6 0% Item Number: 1. Page 405 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 67 / 80
Parking Lot 20.0 95%
Road Widening 14.1 95%
Road Construction 6.70 20%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2026 1,145 346 0.03 < 0.005
2027 0.00 346 0.03 < 0.005
2028 0.00 346 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 Industrial Park 2,234 2,234 2,234 815,411 28,404 28,404 28,404 10,367,367 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail
960 960 960 350,408 38,401 38,401 38,401 14,016,328

5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Industrial Park 2,234 2,234 2,234 815,411 28,404 28,404 28,404 10,367,367 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail
960 960 960 350,408 38,401 38,401 38,401 14,016,328

5.10. Operational Area Sources Item Number: 1. Page 406 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 68 / 80

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

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 2,250,000 750,000 52,272

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180

5.10.4. Landscape Equipment - Mitigated
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) Industrial Park 1,308,238 346 0.0330 0.0040 2,068,999
Parking Lot 763,171 346 0.0330 0.0040 0.00 Item Number: 1. Page 407 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 69 / 80
Unrefrigerated Warehouse-No 6,558,351 346 0.0330 0.0040 27,206,359 Rail

5.11.2. Mitigated
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) Industrial Park 0.00 346 0.0330 0.0040 2,068,999
Parking Lot 763,171 346 0.0330 0.0040 0.00
Unrefrigerated Warehouse-No
Rail
6,558,351 346 0.0330 0.0040 27,206,359

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Industrial Park 3,450,000 2,491,365
Parking Lot 0.00 0.00
Unrefrigerated Warehouse-No Rail 10,350,000 7,474,095

5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Industrial Park 3,110,175 2,491,365
Parking Lot 0.00 0.00
Unrefrigerated Warehouse-No Rail 9,330,525 7,474,095

5.13. Operational Waste Generation

5.13.1. Unmitigated Item Number: 1. Page 408 of 2902
DHS Varner Road Specific Plan Detailed Report, 9/11/2025 70 / 80
Land Use Waste (ton/year) Cogeneration (kWh/year)
Industrial Park 93.0 —
Parking Lot 0.00 —
Unrefrigerated Warehouse-No Rail 1,340 —

5.13.2. Mitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Industrial Park 23.3 —
Parking Lot 0.00 —
Unrefrigerated Warehouse-No Rail 335 —

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 Industrial Park Other commercial A/C
and heat pumps
R-410A 2,088 0.30 4.00 4.00 18.0

5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Industrial Park Other commercial A/C
and heat pumps
R-410A 2,088 0.30 4.00 4.00 18.0

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Forklifts Diesel Average 30.0 4.00 82.0 0.20 Item Number: 1. Page 409 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 71 / 80
Other General Industrial
Equipment
Diesel Average 6.00 4.00 84.0 0.37

5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Forklifts Diesel Average 30.0 4.00 82.0 0.20
Other General Industrial
Equipment
Diesel Average 6.00 4.00 84.0 0.37

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 Fire Pump Diesel 2.00 0.00 10.0 450 0.73
Emergency Generator Diesel 2.00 0.00 100 2,000 0.73

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 Item Number: 1. Page 410 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 72 / 80

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
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)

6. Climate Risk Detailed Report

6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG emissions will continue to rise strongly through 2050 and then plateau around 2100.

Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 24.8 annual days of extreme heat Extreme Precipitation 0.20 annual days with precipitation above 20 mm Item Number: 1. Page 411 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 73 / 80
Sea Level Rise — meters of inundation depth
Wildfire 3.09 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events. Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought 0 0 0 N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.

6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 1 1 2 Item Number: 1. Page 412 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 74 / 80
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought 1 1 1 2
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.

6.4. Climate Risk Reduction Measures

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 91.1
AQ-PM 4.06
AQ-DPM 14.0
Drinking Water 25.8
Lead Risk Housing 39.6
Pesticides 14.3
Toxic Releases 3.98
Traffic 59.9
Effect Indicators — Item Number: 1. Page 413 of 2902
DHS Varner Road Specific Plan Detailed Report, 9/11/2025 75 / 80
CleanUp Sites 0.00
Groundwater 0.00
Haz Waste Facilities/Generators 26.7
Impaired Water Bodies 0.00
Solid Waste 54.8
Sensitive Population —
Asthma 50.6
Cardio-vascular 58.7
Low Birth Weights 13.9
Socioeconomic Factor Indicators —
Education 73.8
Housing 59.7
Linguistic 48.7
Poverty 95.2
Unemployment 55.0

7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

Indicator Result for Project Census Tract
Economic —
Above Poverty 25.81804183
Employed 23.88040549
Median HI 16.89978186
Education —
Bachelor's or higher 26.08751444
High school enrollment 2.489413576
Preschool enrollment 1.873476197
Transportation — Item Number: 1. Page 414 of 2902
DHS Varner Road Specific Plan Detailed Report, 9/11/2025 76 / 80
Auto Access 42.71782369
Active commuting 10.08597459
Social —
2-parent households 35.96817657
Voting 48.09444373
Neighborhood —
Alcohol availability 80.90594123
Park access 8.340818683
Retail density 1.745155909
Supermarket access 5.864237136
Tree canopy 1.308866932
Housing —
Homeownership 80.90594123
Housing habitability 65.12254587
Low-inc homeowner severe housing cost burden 43.62889773 Low-inc renter severe housing cost burden 64.41678429
Uncrowded housing 45.28422944
Health Outcomes —
Insured adults 2.55357372
Arthritis 0.0
Asthma ER Admissions 54.0
High Blood Pressure 0.0
Cancer (excluding skin) 0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
Diagnosed Diabetes 0.0
Life Expectancy at Birth 24.6 Item Number: 1. Page 415 of 2902 DHS Varner Road Specific Plan Detailed Report, 9/11/2025 77 / 80
Cognitively Disabled 43.0
Physically Disabled 5.4
Heart Attack ER Admissions 51.2
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 91.1
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors—
Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures—
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 67.0
Elderly 5.7
English Speaking 42.6
Foreign-born 50.4
Outdoor Workers 10.8
Climate Change Adaptive Capacity—
Impervious Surface Cover 84.9
Traffic Density 32.5
Traffic Access 23.0
Other Indices—
Hardship 74.8
Other Decision Support—
Item Number: 1.

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DHS Varner Road Specific Plan Detailed Report, 9/11/2025 78 / 80
2016 Voting 47.2

7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 33.0 Healthy Places Index Score for Project Location (b) 8.00 Project Located in a Designated Disadvantaged Community (Senate Bill 535) No Project Located in a Low-Income Community (Assembly Bill 1550) Yes Project Located in a Community Air Protection Program Community (Assembly Bill 617) No a: 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. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

7.4. Health & Equity Measures
No Health & Equity Measures selected.

7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.

7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.

8. User Changes to Default Data
Screen Justification
Land Use Total disturbed area is 115.68 AC; 83.3 AC for Industrial uses (including 20 AC for parking lot),

11.6 acres for storm water/drainage improvements, and 14.11 for roadway improvements.

Off-site utility extensions for sewer and water combined total 5.5 miles, assuming a 10 foot wide disturbance area would result in an additional 290,400 sf (6.7 AC) of off-site disturbed area for installation of sewer and water lines.

Specific Plan allows up to 1.5 million sf of industrial space. For analysis purposes, it is assumed that 5 percent (75,000 SF) of the total industrial space would be associated office space ("Industrial Park"), and the remainder (1,425,000 SF) would be "Unrefrigerated Warehouse - No Rail."
Item Number: 1.

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DHS Varner Road Specific Plan Detailed Report, 9/11/2025 79 / 80
Parking: Assumes 615 standard spaces and 682 trailer spaces, also assumes internal drive aisle for approx 20 AC of asphalt paving for parking.

Roadway improvements (14.11AC): Varner Road = 1.07 miles with 92 foot ROW (11.93 AC); West Drive = 0.3 miles with 60ft ROW (2.18AC)
Landscaping: Square footage (428,588 SF) based on Project Water Supply Assessment; includes onsite landscaping and off-site roadway landscaped median areas, split 25/75 among Industrial and Warehouse acreage, respectively.

Construction: Construction Phases Assumes a 24 month buildout, consistent with 2018 DLVSP DEIR CalEEMod assumptions.

Linear construction is assumed to occur in parallel with the property's site preparation and grading phase. Assumed similar phasing to 2018 analysis.

Construction: Dust From Material Movement Net export of 88,400 CY provided by the Project's tentative parcel map.

Construction: Trips and VMT Hauling trips for paving were calculated by converting total paved area to cubic feet, dividing the value by CalEEMod's default hauling trips, followed by the number of days for paving. The calculation yield 30 hauling trips per day.

Construction: Paving Off-site road improvements will include concrete pavement for pedestrian sidewalk (~5%) and asphalt pavement for road widening (~95%) and asphalt from road construction (trenching for utilities) (~20%) and parking lot (~95%).

Operations: Vehicle Data Number of passenger vehicles per day is estimated at 2234. Divided by the industrial park size, weekday trip rate is 29.7867 size/day.

Number of trucks per day is estimated at 960. Divided by the unrefrigerated warehouse size, weekday trip rate is 0.6737 size/day.

In total, the project would generate 3,194 daily trips, according to the traffic report prepared by Urban Crossroads (March 2025).

Trips length from work (W) to other (O) are longer haul truck trips assumed to cover 40-miles on average based on average truck trip length from Southern California Association of Governance (SCAG) 2016 Regional Transportation Plan.

Trip length from H-W and W-O changed to 13.8 and 6.2, respectively, consistent with 2018 EIR assumptions.

Trip purpose for Unrefrigerated Warehouse, long haul truck trips, assumes 100% of truck trips are W-O. Employee home to work commutes are captured under Industrial Park.

Construction: Off-Road Equipment "Other Construction Equipment" accounts for water trucks pursuant to SCAQMD Rule 403, dust control.

Item Number: 1.

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DHS Varner Road Specific Plan Detailed Report, 9/11/2025 80 / 80
Operations: Fleet Mix Fleet mix assumes vehicle types generated by the industrial park will primarily consist of passenger cars (LDA) (62%) because of its designation as an office space. The remaining 38% is divided between light-duty trucks, LDT2 with a 21% and LDT1 with a 4%. Each light-duty truck operates a different loading capacity dependent on their respective gross vehicle weight rating (GVWR) which includes the vehicle's weight, fuel, passenger(s), cargo, and trailer tongue weight. The equivalent test weight (ETW) calculates emissions associated with the specific vehicle type. LDT2 are light-duty trucks with a GVWR less than 6,000 lbs and a ETW between 3,751 and 5,750 lbs. LDT1 are light-duty trucks with a GVWR less than 6,000 lbs and a ETW less than or equal to 3,750 lbs.

Fleet mix assumes vehicle types generated by the unrefrigerated warehouse-no rail will primarily consist of heavy-heavy-duty trucks with a EWT between 33,001 lb to 60,000 lbs (60%), medium-heavy-duty trucks with an EWT between 14,001 to 33,000 lbs (23%), and light-heavy-duty trucks with an EWT between 8,501 lbs to 10,000 lbs (17%). These trucks account for the 960 daily vehicle trips generated by the project's operation as a distribution and storage warehouse.

These percentages are based on the Moreno Valley Trade Center (Warehouse Scenario) Air Quality, GHG, & HRA Evaluation prepared by UXR (October 2020).

Operations: Off-Road Equipment Assumes the warehouse would operate 30 forklifts and 6 holsters/yard goats, each piece of equipment operating approx 4 hours per day.

Operations: Emergency Generators and Fire Pumps Project plans are speculative. Assumes 2 fire pumps would be required, average 450 horsepower operating 10 hours per year which includes weekly 10-30 min tests. Assumes 2 diesel emergency generator with an average 2000 horsepower operating a maximum of 100 hours per year, including non-emergency testing/maintenance and emergency use.

Operations: Water and Waste Water Per Project WSA, total indoor water use is 42.350645 AFY (13,800,000 gal); total outdoor irrigation water use is 30.58 AFY (9,965,459 gal)
Item Number: 1.

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Air Quality and Greenhouse Gas Report – December 2025
DHS Varner Road Specific Plan
59 Appendix B
Desert Hot Springs Varner Road Specific Plan- HRA Electric Vehicle Mitigation Detailed Report, CalEEMod Version 2022.1, prepared by Terra Nova Planning & Research, Inc. September 11, 2025.

Item Number: 1.

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DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 1 / 80
DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed 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

2.1. Construction Emissions Compared Against Thresholds

2.2. Construction Emissions by Year, Unmitigated

2.3. Construction Emissions by Year, Mitigated

2.4. Operations Emissions Compared Against Thresholds

2.5. Operations Emissions by Sector, Unmitigated

2.6. Operations Emissions by Sector, Mitigated

3. Construction Emissions Details

3.1. Linear, Grading & Excavation (2026) - Unmitigated

3.2. Linear, Grading & Excavation (2026) - Mitigated Item Number: 1.

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DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 2 / 80

3.3. Linear, Drainage, Utilities, & Sub-Grade (2026) - Unmitigated

3.4. Linear, Drainage, Utilities, & Sub-Grade (2026) - Mitigated

3.5. Linear, Paving (2026) - Unmitigated

3.6. Linear, Paving (2026) - Mitigated

3.7. Grading (2026) - Unmitigated

3.8. Grading (2026) - Mitigated

3.9. Building Construction (2026) - Unmitigated

3.10. Building Construction (2026) - Mitigated

3.11. Building Construction (2027) - Unmitigated

3.12. Building Construction (2027) - Mitigated

3.13. Building Construction (2028) - Unmitigated

3.14. Building Construction (2028) - Mitigated

3.15. Paving (2026) - Unmitigated

3.16. Paving (2026) - Mitigated

3.17. Architectural (2028) - Unmitigated

3.18. Architectural (2028) - Mitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use Item Number: 1.

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4.1.1. Unmitigated

4.1.2. Mitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.2. Electricity Emissions By Land Use - Mitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.2.4. Natural Gas Emissions By Land Use - Mitigated

4.3. Area Emissions by Source

4.3.1. Unmitigated

4.3.2. Mitigated

4.4. Water Emissions by Land Use

4.4.1. Unmitigated

4.4.2. Mitigated

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated

4.5.2. Mitigated

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
Item Number: 1.

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4.6.2. Mitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.7.2. Mitigated

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

4.8.2. Mitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.9.2. Mitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated

4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated

4.10.6. Avoided and Sequestered Emissions by Species - Mitigated

5. Activity Data Item Number: 1. Page 424 of 2902
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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

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

5.9. Operational Mobile Sources

5.9.1. Unmitigated

5.9.2. Mitigated
Item Number: 1.

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5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.10.4. Landscape Equipment - Mitigated

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.11.2. Mitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.12.2. Mitigated

5.13. Operational Waste Generation

5.13.1. Unmitigated

5.13.2. Mitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
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5.14.2. Mitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.15.2. Mitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

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
Item Number: 1.

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6. Climate Risk Detailed Report

6.1. Climate Risk Summary

6.2. Initial Climate Risk Scores

6.3. Adjusted Climate Risk Scores

6.4. Climate Risk Reduction Measures

7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores

7.2. Healthy Places Index Scores

7.3. Overall Health & Equity Scores

7.4. Health & Equity Measures

7.5. Evaluation Scorecard

7.6. Health & Equity Custom Measures

8. User Changes to Default Data Item Number: 1. Page 428 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 9 / 80

1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Construction Start Date 5/1/2026
Operational Year 2028
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 3.30
Precipitation (days) 11.2
Location 33.892796234658945, -116.51442456367914
County Riverside-Salton Sea
City Desert Hot Springs
Air District South Coast AQMD
Air Basin Salton Sea
TAZ 5638
EDFZ 11
Electric Utility Southern California Edison
Gas Utility Southern California Gas
App Version 2022.1.1.30

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
Industrial Park 75.0 1000sqft 18.7 75,000 — 0.00 — Office Space Item Number: 1. Page 429 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 10 / 80
Unrefrigerated
Warehouse-No Rail
1,425 1000sqft 56.2 1,425,000 — 0.00 — Distribution and Storage Space
Parking Lot 1,297 Space 20.0 0.00 0.00 0.00 — —
Road Widening 1.37 Mile 14.1 0.00 0.00 — — Road improvements Road Construction 5.50 Mile 6.70 0.00 0.00 — — Utility Extensions

1.3. User-Selected Emission Reduction Measures by Emissions Sector Sector # Measure Title
Construction C-2* Limit Heavy-Duty Diesel Vehicle Idling Construction C-5 Use Advanced Engine Tiers
Construction C-6 Use Diesel Particulate Filters
Construction C-7 Use Oxidation Catalyst
Construction C-13 Use Low-VOC Paints for Construction
Transportation T-11* Provide Employer-Sponsored Vanpool Transportation T-30* Use Cleaner-Fuel Vehicles
Energy E-2 Require Energy Efficient Appliances
Energy E-7* Require Higher Efficacy Public Street and Area Lighting Energy E-10-B Establish Onsite Renewable Energy Systems: Solar Power Water W-4 Require Low-Flow Water Fixtures
Water W-5 Design Water-Efficient Landscapes
Waste S-1/S-2 Implement Waste Reduction Plan
Area Sources AS-1 Use Low-VOC Cleaning Supplies
Area Sources AS-2 Use Low-VOC Paints
Miscellaneous M-6* Off-Road Equipment Efficiency
* Qualitative or supporting measure. Emission reductions not included in the mitigated emissions results.

2. Emissions Summary Item Number: 1. Page 430 of 2902
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2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Unmit. 236 116 201 0.32 21.6 7.66 47,125
Mit. 27.8 72.4 217 0.32 19.4 5.71 47,125
% Reduced 88% 38% -8% — 10% 25% —
Daily, Winter (Max) — — — — — — —
Unmit. 240 133 196 0.35 23.1 8.42 49,552
Mit. 30.4 83.1 213 0.35 20.6 6.23 49,552
% Reduced 87% 37% -9% — 10% 26% —
Average Daily (Max) — — — — — — —
Unmit. 39.2 33.6 49.3 0.10 7.71 2.50 14,650
Mit. 4.82 19.1 54.0 0.10 7.45 1.90 14,650
% Reduced 88% 43% -10% — 3% 24% —
Annual (Max) — — — — — — —
Unmit. 7.16 6.13 8.99 0.02 1.41 0.46 2,425
Mit. 0.88 3.49 9.85 0.02 1.36 0.35 2,425
% Reduced 88% 43% -10% — 3% 24% —
Exceeds (Daily Max) — — — — — — —
Threshold 75.0 100 550 150 150 55.0 —
Unmit. Yes Yes No No No No —
Mit. No No No No No No —
Exceeds (Average
Daily)
— — — — — — —
Threshold 75.0 100 550 150 150 55.0 —
Unmit. No No No No No No —
Mit. No No No No No No — Item Number: 1. Page 431 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 12 / 80
Exceeds (Annual) — — — — — — —
Threshold — — — — — — —
Unmit. — — — — — — Yes
Mit. — — — — — — Yes

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 ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily - Summer (Max) — — — — — — —
2026 16.0 116 201 0.32 21.6 7.66 47,125
2027 4.20 21.1 70.8 0.08 10.9 3.00 19,726
2028 236 1.30 10.8 < 0.005 1.66 0.40 1,918
Daily - Winter (Max) — — — — — — —
2026 17.2 133 196 0.35 23.1 8.42 49,552
2027 3.72 22.0 48.4 0.09 10.9 3.00 18,359
2028 240 22.2 52.7 0.09 12.5 3.37 19,692
Average Daily — — — — — — —
2026 4.38 33.6 49.3 0.10 6.82 2.50 14,650
2027 2.75 15.3 39.8 0.06 7.71 2.13 13,498
2028 39.2 2.12 6.29 0.01 1.28 0.34 2,033
Annual — — — — — — —
2026 0.80 6.13 8.99 0.02 1.24 0.46 2,425
2027 0.50 2.80 7.27 0.01 1.41 0.39 2,235
2028 7.16 0.39 1.15 < 0.005 0.23 0.06 337

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 ROG NOx CO SO2 PM10T PM2.5T CO2e Item Number: 1. Page 432 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 13 / 80
Daily - Summer (Max) — — — — — — —
2026 11.1 72.4 217 0.32 19.4 5.71 47,125
2027 3.36 13.3 73.1 0.08 10.5 2.68 19,726
2028 27.8 1.13 10.7 < 0.005 1.65 0.39 1,918
Daily - Winter (Max) — — — — — — —
2026 11.7 83.1 213 0.35 20.6 6.23 49,552
2027 2.88 14.1 50.7 0.09 10.5 2.68 18,359
2028 30.4 14.7 54.9 0.09 12.2 3.07 19,692
Average Daily — — — — — — —
2026 2.80 19.1 54.0 0.10 6.13 1.87 14,650
2027 2.16 9.70 41.5 0.06 7.45 1.90 13,498
2028 4.82 1.41 6.49 0.01 1.25 0.31 2,033
Annual — — — — — — —
2026 0.51 3.49 9.85 0.02 1.12 0.34 2,425
2027 0.39 1.77 7.57 0.01 1.36 0.35 2,235
2028 0.88 0.26 1.18 < 0.005 0.23 0.06 337

2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Unmit. 53.6 67.3 167 0.86 42.8 12.5 118,535
Mit. 47.8 67.3 167 0.86 42.8 12.5 115,246
% Reduced 11% — — — — — 3%
Daily, Winter (Max) — — — — — — —
Unmit. 41.9 71.2 70.1 0.82 42.7 12.4 115,189
Mit. 36.1 71.2 70.1 0.82 42.7 12.4 111,901
% Reduced 14% — — — — — 3% Item Number: 1. Page 433 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 14 / 80
Average Daily (Max) — — — — — — —
Unmit. 49.3 78.3 117 0.85 42.7 12.6 117,274
Mit. 43.5 78.3 117 0.85 42.7 12.6 113,985
% Reduced 12% — — — — — 3%
Annual (Max) — — — — — — —
Unmit. 9.00 14.3 21.3 0.15 7.80 2.31 19,416
Mit. 7.94 14.3 21.3 0.15 7.80 2.31 18,872
% Reduced 12% — — — — — 3%
Exceeds (Daily Max) — — — — — — —
Threshold 55.0 55.0 550 150 150 55.0 —
Unmit. No Yes No No No No —
Mit. No Yes No No No No —
Exceeds (Average
Daily)
— — — — — — —
Threshold 55.0 55.0 550 150 150 55.0 —
Unmit. No Yes No No No No —
Mit. No Yes No No No No —
Exceeds (Annual) — — — — — — —
Threshold — — — — — — 3,000
Unmit. — — — — — — Yes
Mit. — — — — — — Yes

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 ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Mobile 6.44 58.9 95.0 0.81 42.1 11.8 87,267
Area 46.8 0.55 65.2 < 0.005 0.12 0.09 269 Item Number: 1. Page 434 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 15 / 80
Energy 0.43 7.86 6.61 0.05 0.60 0.60 28,097
Water—————— 182
Waste—————— 2,701
Refrig.—————— 19.5
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 53.6 67.3 167 0.86 42.8 12.5 118,535
Daily, Winter (Max)———————
Mobile 5.47 63.3 63.5 0.78 42.1 11.8 84,190
Area 36.0——————
Energy 0.43 7.86 6.61 0.05 0.60 0.60 28,097
Water—————— 182
Waste—————— 2,701
Refrig.—————— 19.5
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 41.9 71.2 70.1 0.82 42.7 12.4 115,189
Average Daily———————
Mobile 5.73 62.0 73.3 0.79 41.8 11.7 85,401
Area 41.3 0.27 32.2 < 0.005 0.06 0.04 133
Energy 0.43 7.86 6.61 0.05 0.60 0.60 27,894
Water—————— 182
Waste—————— 2,701
Refrig.—————— 19.5
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 1.84 8.16 4.69 0.01 0.27 0.27 944
Total 49.3 78.3 117 0.85 42.7 12.6 117,274
Annual———————
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Mobile 1.04 11.3 13.4 0.14 7.63 2.14 14,139
Area 7.54 0.05 5.87 < 0.005 0.01 0.01 22.0
Energy 0.08 1.44 1.21 0.01 0.11 0.11 4,618
Water — — — — — — 30.1
Waste — — — — — — 447
Refrig. — — — — — — 3.23
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 0.34 1.49 0.86 < 0.005 0.05 0.05 156
Total 9.00 14.3 21.3 0.15 7.80 2.31 19,416

2.6. Operations Emissions by Sector, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Mobile 6.44 58.9 95.0 0.81 42.1 11.8 87,267
Area 40.9 0.55 65.2 < 0.005 0.12 0.09 269
Energy 0.43 7.86 6.61 0.05 0.60 0.60 26,848
Water — — — — — — 167
Waste — — — — — — 675
Refrig. — — — — — — 19.5
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 47.8 67.3 167 0.86 42.8 12.5 115,246
Daily, Winter (Max) — — — — — — —
Mobile 5.47 63.3 63.5 0.78 42.1 11.8 84,190
Area 30.2 — — — — — —
Energy 0.43 7.86 6.61 0.05 0.60 0.60 26,848
Water — — — — — — 167 Item Number: 1. Page 436 of 2902
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Waste — — — — — — 675
Refrig. — — — — — — 19.5
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 36.1 71.2 70.1 0.82 42.7 12.4 111,901
Average Daily — — — — — — —
Mobile 5.73 62.0 73.3 0.79 41.8 11.7 85,401
Area 35.5 0.27 32.2 < 0.005 0.06 0.04 133
Energy 0.43 7.86 6.61 0.05 0.60 0.60 26,646
Water — — — — — — 167
Waste — — — — — — 675
Refrig. — — — — — — 19.5
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 1.84 8.16 4.69 0.01 0.27 0.27 944
Total 43.5 78.3 117 0.85 42.7 12.6 113,985
Annual — — — — — — —
Mobile 1.04 11.3 13.4 0.14 7.63 2.14 14,139
Area 6.48 0.05 5.87 < 0.005 0.01 0.01 22.0
Energy 0.08 1.44 1.21 0.01 0.11 0.11 4,412
Water — — — — — — 27.7
Waste — — — — — — 112
Refrig. — — — — — — 3.23
Off-Road 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stationary 0.34 1.49 0.86 < 0.005 0.05 0.05 156
Total 7.94 14.3 21.3 0.15 7.80 2.31 18,872

3. Construction Emissions Details Item Number: 1. Page 437 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 18 / 80

3.1. Linear, Grading & Excavation (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 6.55 55.9 67.0 0.13 2.43 2.24 14,407 Dust From Material
Movement
— — — — 2.69 0.29 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 6.55 55.9 67.0 0.13 2.43 2.24 14,407 Dust From Material
Movement
— — — — 2.69 0.29 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 1.08 9.20 11.0 0.02 0.40 0.37 2,368
Dust From Material
Movement
— — — — 0.44 0.05 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.20 1.68 2.01 < 0.005 0.07 0.07 392 Dust From Material
Movement
— — — — 0.08 0.01 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 0.47 0.49 9.09 0.00 1.34 0.31 1,512
Vendor < 0.005 0.06 0.03 < 0.005 0.02 0.01 64.9
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 438 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 19 / 80
Daily, Winter (Max) — — — — — — —
Worker 0.38 0.53 5.15 0.00 1.34 0.31 1,284
Vendor < 0.005 0.07 0.03 < 0.005 0.02 0.01 64.8
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Worker 0.07 0.08 1.06 0.00 0.22 0.05 226
Vendor < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 10.7 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Worker 0.01 0.01 0.19 0.00 0.04 0.01 37.4
Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 1.76 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.2. Linear, Grading & Excavation (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 3.75 32.0 76.2 0.13 1.23 1.15 14,407 Dust From Material
Movement
— — — — 2.69 0.29 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 3.75 32.0 76.2 0.13 1.23 1.15 14,407 Dust From Material
Movement
— — — — 2.69 0.29 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.62 5.26 12.5 0.02 0.20 0.19 2,368 Item Number: 1. Page 439 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 20 / 80
Dust From Material
Movement
— — — — 0.44 0.05 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.11 0.96 2.29 < 0.005 0.04 0.03 392 Dust From Material
Movement
— — — — 0.08 0.01 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 0.47 0.49 9.09 0.00 1.34 0.31 1,512
Vendor < 0.005 0.06 0.03 < 0.005 0.02 0.01 64.9
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Worker 0.38 0.53 5.15 0.00 1.34 0.31 1,284
Vendor < 0.005 0.07 0.03 < 0.005 0.02 0.01 64.8
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Worker 0.07 0.08 1.06 0.00 0.22 0.05 226
Vendor < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 10.7 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Worker 0.01 0.01 0.19 0.00 0.04 0.01 37.4
Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 1.76 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.3. Linear, Drainage, Utilities, & Sub-Grade (2026) - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e Item Number: 1. Page 440 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 21 / 80
Onsite———————
Daily, Summer (Max)———————
Off-Road Equipment 4.18 37.1 43.1 0.09 1.44 1.33 9,815
Dust From Material
Movement
———— 1.65 0.18—
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max)———————
Off-Road Equipment 4.18 37.1 43.1 0.09 1.44 1.33 9,815
Dust From Material
Movement
———— 1.65 0.18—
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily———————
Off-Road Equipment 0.69 6.10 7.08 0.02 0.24 0.22 1,613
Dust From Material
Movement
———— 0.27 0.03—
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual———————
Off-Road Equipment 0.13 1.11 1.29 < 0.005 0.04 0.04 267 Dust From Material
Movement
———— 0.05 0.01—
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite———————
Daily, Summer (Max)———————
Worker 0.37 0.39 7.31 0.00 1.08 0.25 1,217
Vendor 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
Daily, Winter (Max)———————
Worker 0.31 0.43 4.14 0.00 1.08 0.25 1,034
Vendor 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 Item Number: 1. Page 441 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 22 / 80
Average Daily — — — — — — —
Worker 0.05 0.06 0.85 0.00 0.18 0.04 182
Vendor 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
Annual — — — — — — —
Worker 0.01 0.01 0.16 0.00 0.03 0.01 30.1
Vendor 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

3.4. Linear, Drainage, Utilities, & Sub-Grade (2026) - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 2.98 25.5 47.6 0.09 0.91 0.84 9,815
Dust From Material
Movement
— — — — 1.65 0.18 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 2.98 25.5 47.6 0.09 0.91 0.84 9,815
Dust From Material
Movement
— — — — 1.65 0.18 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.49 4.19 7.83 0.02 0.15 0.14 1,613
Dust From Material
Movement
— — — — 0.27 0.03 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — — Item Number: 1. Page 442 of 2902
DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 23 / 80
Off-Road Equipment 0.09 0.76 1.43 < 0.005 0.03 0.03 267 Dust From Material
Movement
— — — — 0.05 0.01 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 0.37 0.39 7.31 0.00 1.08 0.25 1,217
Vendor 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
Daily, Winter (Max) — — — — — — —
Worker 0.31 0.43 4.14 0.00 1.08 0.25 1,034
Vendor 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
Average Daily — — — — — — —
Worker 0.05 0.06 0.85 0.00 0.18 0.04 182
Vendor 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
Annual — — — — — — —
Worker 0.01 0.01 0.16 0.00 0.03 0.01 30.1
Vendor 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

3.5. Linear, Paving (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Daily, Winter (Max) — — — — — — — Item Number: 1. Page 443 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 24 / 80
Off-Road Equipment 1.66 14.9 22.4 0.03 0.61 0.56 3,399
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.27 2.45 3.69 0.01 0.10 0.09 559
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.05 0.45 0.67 < 0.005 0.02 0.02 92.5 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Daily, Winter (Max) — — — — — — —
Worker 0.25 0.35 3.39 0.00 0.88 0.21 846
Vendor 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
Average Daily — — — — — — —
Worker 0.04 0.05 0.70 0.00 0.14 0.03 149
Vendor 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
Annual — — — — — — —
Worker 0.01 0.01 0.13 0.00 0.03 0.01 24.6
Vendor 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

3.6. Linear, Paving (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — — Item Number: 1. Page 444 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 25 / 80
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 1.03 9.43 23.1 0.03 0.34 0.31 3,399
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.17 1.55 3.80 0.01 0.06 0.05 559
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.03 0.28 0.69 < 0.005 0.01 0.01 92.5 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Daily, Winter (Max) — — — — — — —
Worker 0.25 0.35 3.39 0.00 0.88 0.21 846
Vendor 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
Average Daily — — — — — — —
Worker 0.04 0.05 0.70 0.00 0.14 0.03 149
Vendor 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
Annual — — — — — — —
Worker 0.01 0.01 0.13 0.00 0.03 0.01 24.6
Vendor 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

3.7. Grading (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — — Item Number: 1. Page 445 of 2902
DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 26 / 80
Daily, Summer (Max)———————
Off-Road Equipment 3.23 28.9 30.2 0.06 1.21 1.11 7,062
Dust From Material
Movement
———— 3.63 1.43—
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max)———————
Average Daily———————
Off-Road Equipment 0.62 5.53 5.79 0.01 0.23 0.21 1,354
Dust From Material
Movement
———— 0.70 0.27—
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual———————
Off-Road Equipment 0.11 1.01 1.06 < 0.005 0.04 0.04 224 Dust From Material
Movement
———— 0.13 0.05—
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite———————
Daily, Summer (Max)———————
Worker 0.11 0.12 2.22 0.00 0.33 0.08 369
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.22 11.7 2.71 0.07 3.07 0.94 11,039
Daily, Winter (Max)———————
Average Daily———————
Worker 0.02 0.02 0.30 0.00 0.06 0.01 64.2
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.04 2.36 0.53 0.01 0.58 0.18 2,115
Annual———————
Worker < 0.005 < 0.005 0.05 0.00 0.01 < 0.005 10.6
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 446 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 27 / 80
Hauling 0.01 0.43 0.10 < 0.005 0.11 0.03 350

3.8. Grading (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 0.68 4.64 38.4 0.06 0.13 0.13 7,062
Dust From Material
Movement
— — — — 3.63 1.43 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Average Daily — — — — — — —
Off-Road Equipment 0.13 0.89 7.37 0.01 0.03 0.03 1,354
Dust From Material
Movement
— — — — 0.70 0.27 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.02 0.16 1.35 < 0.005 < 0.005 < 0.005 224 Dust From Material
Movement
— — — — 0.13 0.05 —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 0.11 0.12 2.22 0.00 0.33 0.08 369
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.22 11.7 2.71 0.07 3.07 0.94 11,039
Daily, Winter (Max) — — — — — — —
Average Daily — — — — — — — Item Number: 1. Page 447 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 28 / 80
Worker 0.02 0.02 0.30 0.00 0.06 0.01 64.2
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.04 2.36 0.53 0.01 0.58 0.18 2,115
Annual — — — — — — —
Worker < 0.005 < 0.005 0.05 0.00 0.01 < 0.005 10.6
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.01 0.43 0.10 < 0.005 0.11 0.03 350

3.9. Building Construction (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 1.26 11.5 15.6 0.03 0.46 0.43 2,846
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 1.26 11.5 15.6 0.03 0.46 0.43 2,846
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.36 3.30 4.48 0.01 0.13 0.12 819
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.07 0.60 0.82 < 0.005 0.02 0.02 136 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 2.86 3.01 55.8 0.00 8.23 1.93 9,290
Vendor 0.29 7.86 3.40 0.06 2.21 0.69 7,972 Item Number: 1. Page 448 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 29 / 80
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Worker 2.36 3.27 31.6 0.00 8.23 1.93 7,894
Vendor 0.26 8.47 3.53 0.06 2.21 0.69 7,961
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Worker 0.72 0.86 11.4 0.00 2.35 0.55 2,427
Vendor 0.08 2.38 0.99 0.02 0.63 0.20 2,291
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Worker 0.13 0.16 2.08 0.00 0.43 0.10 402
Vendor 0.01 0.43 0.18 < 0.005 0.12 0.04 379
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. Building Construction (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 0.37 3.04 17.9 0.03 0.06 0.06 2,846
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 0.37 3.04 17.9 0.03 0.06 0.06 2,846
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.11 0.87 5.15 0.01 0.02 0.02 819
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — — Item Number: 1. Page 449 of 2902
DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 30 / 80
Off-Road Equipment 0.02 0.16 0.94 < 0.005 < 0.005 < 0.005 136 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 2.86 3.01 55.8 0.00 8.23 1.93 9,290
Vendor 0.29 7.86 3.40 0.06 2.21 0.69 7,972
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Worker 2.36 3.27 31.6 0.00 8.23 1.93 7,894
Vendor 0.26 8.47 3.53 0.06 2.21 0.69 7,961
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Worker 0.72 0.86 11.4 0.00 2.35 0.55 2,427
Vendor 0.08 2.38 0.99 0.02 0.63 0.20 2,291
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Worker 0.13 0.16 2.08 0.00 0.43 0.10 402
Vendor 0.01 0.43 0.18 < 0.005 0.12 0.04 379
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. Building Construction (2027) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 1.21 10.9 15.6 0.03 0.42 0.38 2,847
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — — Item Number: 1. Page 450 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 31 / 80
Off-Road Equipment 1.21 10.9 15.6 0.03 0.42 0.38 2,847
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.86 7.80 11.1 0.02 0.30 0.27 2,033
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.16 1.42 2.03 < 0.005 0.05 0.05 337 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 2.71 2.73 51.9 0.00 8.23 1.93 9,095
Vendor 0.28 7.50 3.28 0.06 2.21 0.69 7,784
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Worker 2.25 2.99 29.5 0.00 8.23 1.93 7,738
Vendor 0.26 8.06 3.34 0.06 2.21 0.69 7,774
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Worker 1.70 1.93 26.4 0.00 5.84 1.37 5,909
Vendor 0.20 5.61 2.33 0.04 1.57 0.49 5,555
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Worker 0.31 0.35 4.81 0.00 1.07 0.25 978
Vendor 0.04 1.02 0.43 0.01 0.29 0.09 920
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.12. Building Construction (2027) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Item Number: 1. Page 451 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 32 / 80
Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite———————
Daily, Summer (Max)———————
Off-Road Equipment 0.37 3.03 17.9 0.03 0.06 0.06 2,847
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max)———————
Off-Road Equipment 0.37 3.03 17.9 0.03 0.06 0.06 2,847
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily———————
Off-Road Equipment 0.26 2.17 12.8 0.02 0.04 0.04 2,033
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual———————
Off-Road Equipment 0.05 0.40 2.33 < 0.005 0.01 0.01 337 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite———————
Daily, Summer (Max)———————
Worker 2.71 2.73 51.9 0.00 8.23 1.93 9,095
Vendor 0.28 7.50 3.28 0.06 2.21 0.69 7,784
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max)———————
Worker 2.25 2.99 29.5 0.00 8.23 1.93 7,738
Vendor 0.26 8.06 3.34 0.06 2.21 0.69 7,774
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily———————
Worker 1.70 1.93 26.4 0.00 5.84 1.37 5,909
Vendor 0.20 5.61 2.33 0.04 1.57 0.49 5,555
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual———————
Item Number: 1.

Page 452 of 2902 ends

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Worker 0.31 0.35 4.81 0.00 1.07 0.25 978
Vendor 0.04 1.02 0.43 0.01 0.29 0.09 920
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.13. Building Construction (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 1.17 10.4 15.6 0.03 0.38 0.35 2,846
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.11 0.98 1.46 < 0.005 0.04 0.03 267 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.02 0.18 0.27 < 0.005 0.01 0.01 44.3 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Daily, Winter (Max) — — — — — — —
Worker 2.17 2.72 27.3 0.00 8.23 1.93 7,597
Vendor 0.20 7.75 3.21 0.06 2.21 0.69 7,596
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Worker 0.21 0.23 3.22 0.00 0.77 0.18 763
Vendor 0.02 0.71 0.29 0.01 0.21 0.06 714
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 453 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 34 / 80
Annual — — — — — — —
Worker 0.04 0.04 0.59 0.00 0.14 0.03 126
Vendor < 0.005 0.13 0.05 < 0.005 0.04 0.01 118
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.14. Building Construction (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 0.37 3.03 17.9 0.03 0.06 0.06 2,846
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.03 0.28 1.68 < 0.005 0.01 0.01 267 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.01 0.05 0.31 < 0.005 < 0.005 < 0.005 44.3 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Daily, Winter (Max) — — — — — — —
Worker 2.17 2.72 27.3 0.00 8.23 1.93 7,597
Vendor 0.20 7.75 3.21 0.06 2.21 0.69 7,596
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Worker 0.21 0.23 3.22 0.00 0.77 0.18 763
Vendor 0.02 0.71 0.29 0.01 0.21 0.06 714 Item Number: 1. Page 454 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 35 / 80
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Worker 0.04 0.04 0.59 0.00 0.14 0.03 126
Vendor < 0.005 0.13 0.05 < 0.005 0.04 0.01 118
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.15. Paving (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 0.76 7.12 9.94 0.01 0.32 0.29 1,516
Paving 1.96 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 0.76 7.12 9.94 0.01 0.32 0.29 1,516
Paving 1.96 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment 0.09 0.88 1.23 < 0.005 0.04 0.04 187 Paving 0.24 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment 0.02 0.16 0.22 < 0.005 0.01 0.01 30.9 Paving 0.04 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — — Item Number: 1. Page 455 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 36 / 80
Worker 0.07 0.07 1.33 0.00 0.20 0.05 221
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.04 2.23 0.52 0.01 0.58 0.18 2,098
Daily, Winter (Max) — — — — — — —
Worker 0.06 0.08 0.75 0.00 0.20 0.05 188
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.04 2.38 0.53 0.01 0.58 0.18 2,096
Average Daily — — — — — — —
Worker 0.01 0.01 0.12 0.00 0.02 0.01 24.8
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling < 0.005 0.29 0.06 < 0.005 0.07 0.02 258
Annual — — — — — — —
Worker < 0.005 < 0.005 0.02 0.00 < 0.005 < 0.005 4.10
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling < 0.005 0.05 0.01 < 0.005 0.01 < 0.005 42.8

3.16. Paving (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 0.16 1.93 10.6 0.01 0.03 0.03 1,516
Paving 1.96 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 0.16 1.93 10.6 0.01 0.03 0.03 1,516
Paving 1.96 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 456 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 37 / 80
Average Daily — — — — — — —
Off-Road Equipment 0.02 0.24 1.31 < 0.005 < 0.005 < 0.005 187 Paving 0.24 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment < 0.005 0.04 0.24 < 0.005 < 0.005 < 0.005 30.9 Paving 0.04 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 0.07 0.07 1.33 0.00 0.20 0.05 221
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.04 2.23 0.52 0.01 0.58 0.18 2,098
Daily, Winter (Max) — — — — — — —
Worker 0.06 0.08 0.75 0.00 0.20 0.05 188
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling 0.04 2.38 0.53 0.01 0.58 0.18 2,096
Average Daily — — — — — — —
Worker 0.01 0.01 0.12 0.00 0.02 0.01 24.8
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling < 0.005 0.29 0.06 < 0.005 0.07 0.02 258
Annual — — — — — — —
Worker < 0.005 < 0.005 0.02 0.00 < 0.005 < 0.005 4.10
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hauling < 0.005 0.05 0.01 < 0.005 0.01 < 0.005 42.8

3.17. Architectural (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Item Number: 1. Page 457 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 38 / 80
Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite———————
Daily, Summer (Max)———————
Off-Road Equipment 0.11 0.81 1.12 < 0.005 0.02 0.01 134 Architectural Coatings 236——————
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max)———————
Off-Road Equipment 0.11 0.81 1.12 < 0.005 0.02 0.01 134 Architectural Coatings 236——————
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily———————
Off-Road Equipment 0.02 0.13 0.18 < 0.005 < 0.005 < 0.005 22.0 Architectural Coatings 38.8——————
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual———————
Off-Road Equipment < 0.005 0.02 0.03 < 0.005 < 0.005 < 0.005 3.65 Architectural Coatings 7.08——————
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Offsite———————
Daily, Summer (Max)———————
Worker 0.52 0.49 9.71 0.00 1.65 0.39 1,784
Vendor 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
Daily, Winter (Max)———————
Worker 0.43 0.54 5.46 0.00 1.65 0.39 1,519
Vendor 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
Average Daily———————
Item Number: 1.

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Worker 0.07 0.08 1.13 0.00 0.27 0.06 267
Vendor 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
Annual — — — — — — —
Worker 0.01 0.01 0.21 0.00 0.05 0.01 44.2
Vendor 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

3.18. Architectural (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e
Onsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Off-Road Equipment 0.02 0.65 0.96 < 0.005 < 0.005 < 0.005 134 Architectural Coatings 27.2 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Off-Road Equipment 0.02 0.65 0.96 < 0.005 < 0.005 < 0.005 134 Architectural Coatings 27.2 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Average Daily — — — — — — —
Off-Road Equipment < 0.005 0.11 0.16 < 0.005 < 0.005 < 0.005 22.0 Architectural Coatings 4.47 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Off-Road Equipment < 0.005 0.02 0.03 < 0.005 < 0.005 < 0.005 3.65 Architectural Coatings 0.82 — — — — — —
Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 459 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 40 / 80
Offsite — — — — — — —
Daily, Summer (Max) — — — — — — —
Worker 0.52 0.49 9.71 0.00 1.65 0.39 1,784
Vendor 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
Daily, Winter (Max) — — — — — — —
Worker 0.43 0.54 5.46 0.00 1.65 0.39 1,519
Vendor 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
Average Daily — — — — — — —
Worker 0.07 0.08 1.13 0.00 0.27 0.06 267
Vendor 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
Annual — — — — — — —
Worker 0.01 0.01 0.21 0.00 0.05 0.01 44.2
Vendor 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

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 ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park 5.08 3.42 78.5 0.20 19.8 5.03 20,098
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 460 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 41 / 80
Unrefrigerated
Warehouse-No Rail

1.35 55.5 16.5 0.61 22.3 6.76 67,169
Total 6.44 58.9 95.0 0.81 42.1 11.8 87,267
Daily, Winter (Max) — — — — — — —
Industrial Park 4.19 3.71 47.0 0.17 19.8 5.03 17,151
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

1.28 59.6 16.5 0.61 22.3 6.76 67,039
Total 5.47 63.3 63.5 0.78 42.1 11.8 84,190
Annual — — — — — — —
Industrial Park 0.81 0.63 10.4 0.03 3.58 0.91 3,032
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

0.24 10.7 3.01 0.11 4.04 1.23 11,107
Total 1.04 11.3 13.4 0.14 7.63 2.14 14,139

4.1.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park 5.08 3.42 78.5 0.20 19.8 5.03 20,098
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

1.35 55.5 16.5 0.61 22.3 6.76 67,169
Total 6.44 58.9 95.0 0.81 42.1 11.8 87,267
Daily, Winter (Max) — — — — — — —
Industrial Park 4.19 3.71 47.0 0.17 19.8 5.03 17,151
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

1.28 59.6 16.5 0.61 22.3 6.76 67,039
Item Number: 1.

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Total 5.47 63.3 63.5 0.78 42.1 11.8 84,190
Annual — — — — — — —
Industrial Park 0.81 0.63 10.4 0.03 3.58 0.91 3,032
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

0.24 10.7 3.01 0.11 4.04 1.23 11,107
Total 1.04 11.3 13.4 0.14 7.63 2.14 14,139

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 ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 1,248
Parking Lot — — — — — — 728
Unrefrigerated
Warehouse-No Rail
— — — — — — 16,007
undefined — — — — — — 705
Total — — — — — — 18,688
Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 1,248
Parking Lot — — — — — — 728
Unrefrigerated
Warehouse-No Rail
— — — — — — 16,007
undefined — — — — — — 705
Total — — — — — — 18,688
Annual — — — — — — —
Industrial Park — — — — — — 207 Item Number: 1. Page 462 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 43 / 80
Parking Lot — — — — — — 121
Unrefrigerated
Warehouse-No Rail
— — — — — — 2,650
undefined — — — — — — 83.1
Total — — — — — — 3,060

4.2.2. Electricity Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 0.00
Parking Lot — — — — — — 728
Unrefrigerated
Warehouse-No Rail
— — — — — — 16,007
undefined — — — — — — 705
Total — — — — — — 17,440
Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 0.00
Parking Lot — — — — — — 728
Unrefrigerated
Warehouse-No Rail
— — — — — — 16,007
undefined — — — — — — 705
Total — — — — — — 17,440
Annual — — — — — — —
Industrial Park — — — — — — 0.00
Parking Lot — — — — — — 121
Unrefrigerated
Warehouse-No Rail
— — — — — — 2,650
undefined — — — — — — 83.1
Total — — — — — — 2,854 Item Number: 1. Page 463 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 44 / 80

4.2.3. Natural Gas 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 ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park 0.03 0.56 0.47 < 0.005 0.04 0.04 665
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

0.40 7.31 6.14 0.04 0.56 0.56 8,743
Total 0.43 7.86 6.61 0.05 0.60 0.60 9,408
Daily, Winter (Max) — — — — — — —
Industrial Park 0.03 0.56 0.47 < 0.005 0.04 0.04 665
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

0.40 7.31 6.14 0.04 0.56 0.56 8,743
Total 0.43 7.86 6.61 0.05 0.60 0.60 9,408
Annual — — — — — — —
Industrial Park 0.01 0.10 0.09 < 0.005 0.01 0.01 110
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

0.07 1.33 1.12 0.01 0.10 0.10 1,448
Total 0.08 1.44 1.21 0.01 0.11 0.11 1,558

4.2.4. Natural Gas Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park 0.03 0.56 0.47 < 0.005 0.04 0.04 665
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 464 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 45 / 80
Unrefrigerated 0.40 7.31 6.14 0.04 0.56 0.56 8,743
Warehouse-No Rail
Total 0.43 7.86 6.61 0.05 0.60 0.60 9,408
Daily, Winter (Max) — — — — — — —
Industrial Park 0.03 0.56 0.47 < 0.005 0.04 0.04 665
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

0.40 7.31 6.14 0.04 0.56 0.56 8,743
Total 0.43 7.86 6.61 0.05 0.60 0.60 9,408
Annual — — — — — — —
Industrial Park 0.01 0.10 0.09 < 0.005 0.01 0.01 110
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail

0.07 1.33 1.12 0.01 0.10 0.10 1,448
Total 0.08 1.44 1.21 0.01 0.11 0.11 1,558

4.3. Area Emissions by Source

4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Consumer Products 32.2 — — — — — —
Architectural Coatings 3.88 — — — — — —
Landscape Equipment 10.7 0.55 65.2 < 0.005 0.12 0.09 269 Total 46.8 0.55 65.2 < 0.005 0.12 0.09 269
Daily, Winter (Max) — — — — — — —
Consumer Products 32.2 — — — — — —
Architectural Coatings 3.88 — — — — — — Item Number: 1. Page 465 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 46 / 80
Total 36.0 — — — — — —
Annual — — — — — — —
Consumer Products 5.87 — — — — — —
Architectural Coatings 0.71 — — — — — —
Landscape Equipment 0.96 0.05 5.87 < 0.005 0.01 0.01 22.0 Total 7.54 0.05 5.87 < 0.005 0.01 0.01 22.0

4.3.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Consumer Products 29.8 — — — — — —
Architectural Coatings 0.45 — — — — — —
Landscape Equipment 10.7 0.55 65.2 < 0.005 0.12 0.09 269 Total 40.9 0.55 65.2 < 0.005 0.12 0.09 269
Daily, Winter (Max) — — — — — — —
Consumer Products 29.8 — — — — — —
Architectural Coatings 0.45 — — — — — —
Total 30.2 — — — — — —
Annual — — — — — — —
Consumer Products 5.43 — — — — — —
Architectural Coatings 0.08 — — — — — —
Landscape Equipment 0.96 0.05 5.87 < 0.005 0.01 0.01 22.0 Total 6.48 0.05 5.87 < 0.005 0.01 0.01 22.0

4.4. Water Emissions by Land Use

4.4.1. Unmitigated Item Number: 1. Page 466 of 2902
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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 45.5
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 136
Total — — — — — — 182
Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 45.5
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 136
Total — — — — — — 182
Annual — — — — — — —
Industrial Park — — — — — — 7.53
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 22.6
Total — — — — — — 30.1

4.4.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 41.8
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 125
Total — — — — — — 167 Item Number: 1. Page 467 of 2902
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Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 41.8
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 125
Total — — — — — — 167
Annual — — — — — — —
Industrial Park — — — — — — 6.91
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 20.7
Total — — — — — — 27.7

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 175
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 2,526
Total — — — — — — 2,701
Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 175
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 2,526
Total — — — — — — 2,701 Item Number: 1. Page 468 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 49 / 80
Annual — — — — — — —
Industrial Park — — — — — — 29.0
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 418
Total — — — — — — 447

4.5.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 43.8
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 631
Total — — — — — — 675
Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 43.8
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 631
Total — — — — — — 675
Annual — — — — — — —
Industrial Park — — — — — — 7.26
Parking Lot — — — — — — 0.00
Unrefrigerated
Warehouse-No Rail
— — — — — — 105
Total — — — — — — 112 Item Number: 1. Page 469 of 2902
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4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 19.5
Total — — — — — — 19.5
Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 19.5
Total — — — — — — 19.5
Annual — — — — — — —
Industrial Park — — — — — — 3.23
Total — — — — — — 3.23

4.6.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Industrial Park — — — — — — 19.5
Total — — — — — — 19.5
Daily, Winter (Max) — — — — — — —
Industrial Park — — — — — — 19.5
Total — — — — — — 19.5
Annual — — — — — — —
Industrial Park — — — — — — 3.23
Total — — — — — — 3.23 Item Number: 1. Page 470 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 51 / 80

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Other General
Industrial Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Other General
Industrial Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Other General
Industrial Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4.7.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Other General
Industrial Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Item Number: 1. Page 471 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 52 / 80
Daily, Winter (Max) — — — — — — —
Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Other General
Industrial Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Other General
Industrial Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Fire Pump 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Emergency Generator 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Fire Pump 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Emergency Generator 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Fire Pump 0.01 0.02 0.02 < 0.005 < 0.005 < 0.005 3.44
Emergency Generator 0.33 1.47 0.84 < 0.005 0.05 0.05 153 Total 0.34 1.49 0.86 < 0.005 0.05 0.05 156 Item Number: 1. Page 472 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 53 / 80

4.8.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Fire Pump 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Emergency Generator 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily, Winter (Max) — — — — — — —
Fire Pump 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Emergency Generator 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Annual — — — — — — —
Fire Pump 0.01 0.02 0.02 < 0.005 < 0.005 < 0.005 3.44
Emergency Generator 0.33 1.47 0.84 < 0.005 0.05 0.05 153 Total 0.34 1.49 0.86 < 0.005 0.05 0.05 156

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Total — — — — — — —
Daily, Winter (Max) — — — — — — —
Total — — — — — — —
Annual — — — — — — —
Total — — — — — — — Item Number: 1. Page 473 of 2902
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4.9.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Total — — — — — — —
Daily, Winter (Max) — — — — — — —
Total — — — — — — —
Annual — — — — — — —
Total — — — — — — —

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Total — — — — — — —
Daily, Winter (Max) — — — — — — —
Total — — — — — — —
Annual — — — — — — —
Total — — — — — — —

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Total — — — — — — —
Daily, Winter (Max) — — — — — — — Item Number: 1. Page 474 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 55 / 80
Total — — — — — — —
Annual — — — — — — —
Total — — — — — — —

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Avoided — — — — — — —
Subtotal — — — — — — —
Sequestered — — — — — — —
Subtotal — — — — — — —
Removed — — — — — — —
Subtotal — — — — — — —
— — — — — — — —
Daily, Winter (Max) — — — — — — —
Avoided — — — — — — —
Subtotal — — — — — — —
Sequestered — — — — — — —
Subtotal — — — — — — —
Removed — — — — — — —
Subtotal — — — — — — —
— — — — — — — —
Annual — — — — — — —
Avoided — — — — — — —
Subtotal — — — — — — —
Sequestered — — — — — — —
Subtotal — — — — — — — Item Number: 1. Page 475 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 56 / 80
Removed — — — — — — —
Subtotal — — — — — — —
— — — — — — — —

4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Total — — — — — — —
Daily, Winter (Max) — — — — — — —
Total — — — — — — —
Annual — — — — — — —
Total — — — — — — —

4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — —
Total — — — — — — —
Daily, Winter (Max) — — — — — — —
Total — — — — — — —
Annual — — — — — — —
Total — — — — — — —

4.10.6. Avoided and Sequestered Emissions by Species - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10T PM2.5T CO2e
Daily, Summer (Max) — — — — — — — Item Number: 1. Page 476 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 57 / 80
Avoided — — — — — — —
Subtotal — — — — — — —
Sequestered — — — — — — —
Subtotal — — — — — — —
Removed — — — — — — —
Subtotal — — — — — — —
— — — — — — — —
Daily, Winter (Max) — — — — — — —
Avoided — — — — — — —
Subtotal — — — — — — —
Sequestered — — — — — — —
Subtotal — — — — — — —
Removed — — — — — — —
Subtotal — — — — — — —
— — — — — — — —
Annual — — — — — — —
Avoided — — — — — — —
Subtotal — — — — — — —
Sequestered — — — — — — —
Subtotal — — — — — — —
Removed — — — — — — —
Subtotal — — — — — — —
— — — — — — — —

5. Activity Data

5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Item Number: 1. Page 477 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 58 / 80
Linear, Grading &
Excavation
Linear, Grading &
Excavation
8/7/2026 10/29/2026 5.00 60.0 —
Linear, Drainage, Utilities,
& Sub-Grade
Linear, Drainage, Utilities,
& Sub-Grade
9/1/2026 11/23/2026 5.00 60.0 —
Linear, Paving Linear, Paving 10/1/2026 12/23/2026 5.00 60.0 — Grading Grading 5/1/2026 8/6/2026 5.00 70.0 —
Building Construction Building Construction 8/7/2026 2/17/2028 5.00 400 — Paving Paving 2/18/2026 4/21/2026 5.00 45.0 —
Architectural Architectural Coating 2/8/2028 5/1/2028 5.00 60.0 —

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 Linear, Grading &
Excavation
Crawler Tractors Diesel Average 2.00 8.00 87.0 0.43
Linear, Grading &
Excavation
Excavators Diesel Average 6.00 8.00 36.0 0.38
Linear, Grading &
Excavation
Graders Diesel Average 3.00 8.00 148 0.41
Linear, Grading &
Excavation
Rollers Diesel Average 4.00 8.00 36.0 0.38
Linear, Grading &
Excavation
Rubber Tired Loaders Diesel Average 2.00 8.00 150 0.36
Linear, Grading &
Excavation
Scrapers Diesel Average 4.00 8.00 423 0.48
Linear, Grading &
Excavation
Signal Boards Electric Average 13.0 8.00 6.00 0.82
Linear, Grading &
Excavation
Tractors/Loaders/Back
hoes
Diesel Average 6.00 8.00 84.0 0.37
Linear, Grading &
Excavation
Other Construction
Equipment
Diesel Average 1.00 3.00 150 0.42
Item Number: 1.

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Linear, Drainage,
Utilities, & Sub-Grade
Air Compressors Diesel Average 2.00 8.00 37.0 0.48
Linear, Drainage,
Utilities, & Sub-Grade
Generator Sets Diesel Average 2.00 8.00 14.0 0.74
Linear, Drainage,
Utilities, & Sub-Grade
Graders Diesel Average 2.00 8.00 148 0.41
Linear, Drainage,
Utilities, & Sub-Grade
Plate Compactors Diesel Average 2.00 8.00 8.00 0.43
Linear, Drainage,
Utilities, & Sub-Grade
Pumps Diesel Average 2.00 8.00 11.0 0.74
Linear, Drainage,
Utilities, & Sub-Grade
Rough Terrain Forklifts Diesel Average 2.00 8.00 96.0 0.40 Linear, Drainage,
Utilities, & Sub-Grade
Scrapers Diesel Average 3.00 8.00 423 0.48
Linear, Drainage,
Utilities, & Sub-Grade
Signal Boards Electric Average 13.0 8.00 6.00 0.82
Linear, Drainage,
Utilities, & Sub-Grade
Tractors/Loaders/Back
hoes
Diesel Average 5.00 8.00 84.0 0.37
Linear, Paving Pavers Diesel Average 2.00 8.00 81.0 0.42 Linear, Paving Paving Equipment Diesel Average 2.00 8.00 89.0 0.36 Linear, Paving Rollers Diesel Average 5.00 8.00 36.0 0.38 Linear, Paving Signal Boards Electric Average 13.0 8.00 6.00 0.82 Linear, Paving Tractors/Loaders/Back
hoes
Diesel Average 5.00 8.00 84.0 0.37
Grading Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Grading Excavators Diesel Average 2.00 8.00 36.0 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 Other Construction
Equipment
Diesel Average 2.00 3.00 150 0.42
Building Construction Cranes Diesel Average 1.00 7.00 367 0.29 Item Number: 1. Page 479 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 60 / 80
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 Building Construction Other Construction
Equipment
Diesel Average 2.00 3.00 150 0.42
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 Air Compressors Diesel Average 1.00 6.00 37.0 0.48

5.2.2. Mitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Linear, Grading &
Excavation
Crawler Tractors Diesel Average 1.00 8.00 87.0 0.43
Linear, Grading &
Excavation
Crawler Tractors Diesel Tier 4 Final 1.00 8.00 87.0 0.43 Linear, Grading &
Excavation
Excavators Diesel Average 3.00 8.00 36.0 0.38
Linear, Grading &
Excavation
Excavators Diesel Tier 4 Final 3.00 8.00 36.0 0.38
Linear, Grading &
Excavation
Graders Diesel Average 1.00 8.00 148 0.41
Linear, Grading &
Excavation
Graders Diesel Tier 4 Final 2.00 8.00 148 0.41
Linear, Grading &
Excavation
Rollers Diesel Average 2.00 8.00 36.0 0.38
Linear, Grading &
Excavation
Rollers Diesel Tier 4 Final 2.00 8.00 36.0 0.38
Linear, Grading &
Excavation
Rubber Tired Loaders Diesel Average 1.00 8.00 150 0.36
Item Number: 1.

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Linear, Grading &
Excavation
Rubber Tired Loaders Diesel Tier 4 Final 1.00 8.00 150 0.36 Linear, Grading &
Excavation
Scrapers Diesel Average 2.00 8.00 423 0.48
Linear, Grading &
Excavation
Scrapers Diesel Tier 4 Final 2.00 8.00 423 0.48
Linear, Grading &
Excavation
Signal Boards Electric Average 13.0 8.00 6.00 0.82
Linear, Grading &
Excavation
Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Linear, Grading &
Excavation
Tractors/Loaders/Back
hoes
Diesel Tier 4 Final 4.00 8.00 84.0 0.37
Linear, Grading &
Excavation
Other Construction
Equipment
Diesel Tier 4 Final 1.00 3.00 150 0.42
Linear, Drainage,
Utilities, & Sub-Grade
Air Compressors Diesel Average 1.00 8.00 37.0 0.48
Linear, Drainage,
Utilities, & Sub-Grade
Air Compressors Diesel Tier 4 Final 1.00 8.00 37.0 0.48 Linear, Drainage,
Utilities, & Sub-Grade
Generator Sets Diesel Average 2.00 8.00 14.0 0.74
Linear, Drainage,
Utilities, & Sub-Grade
Graders Diesel Average 1.00 8.00 148 0.41
Linear, Drainage,
Utilities, & Sub-Grade
Graders Diesel Tier 4 Final 1.00 8.00 148 0.41
Linear, Drainage,
Utilities, & Sub-Grade
Plate Compactors Diesel Average 2.00 8.00 8.00 0.43
Linear, Drainage,
Utilities, & Sub-Grade
Pumps Diesel Average 2.00 8.00 11.0 0.74
Linear, Drainage,
Utilities, & Sub-Grade
Rough Terrain Forklifts Diesel Average 1.00 8.00 96.0 0.40 Linear, Drainage,
Utilities, & Sub-Grade
Rough Terrain Forklifts Diesel Tier 4 Final 1.00 8.00 96.0 0.40 Linear, Drainage,
Utilities, & Sub-Grade
Scrapers Diesel Average 2.00 8.00 423 0.48
Item Number: 1.

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Linear, Drainage, Scrapers Diesel Tier 4 Final 1.00 8.00 423 0.48 Utilities, & Sub-Grade
Linear, Drainage,
Utilities, & Sub-Grade
Signal Boards Electric Average 13.0 8.00 6.00 0.82
Linear, Drainage,
Utilities, & Sub-Grade
Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Linear, Drainage,
Utilities, & Sub-Grade
Tractors/Loaders/Back
hoes
Diesel Tier 4 Final 3.00 8.00 84.0 0.37
Linear, Paving Pavers Diesel Average 1.00 8.00 81.0 0.42 Linear, Paving Pavers Diesel Tier 4 Final 1.00 8.00 81.0 0.42 Linear, Paving Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Linear, Paving Paving Equipment Diesel Tier 4 Final 1.00 8.00 89.0 0.36 Linear, Paving Rollers Diesel Average 3.00 8.00 36.0 0.38 Linear, Paving Rollers Diesel Tier 4 Final 2.00 8.00 36.0 0.38 Linear, Paving Signal Boards Electric Average 13.0 8.00 6.00 0.82 Linear, Paving Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Linear, Paving Tractors/Loaders/Back
hoes
Diesel Tier 4 Final 3.00 8.00 84.0 0.37
Grading Tractors/Loaders/Back
hoes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Grading Excavators Diesel Tier 4 Final 2.00 8.00 36.0 0.38 Grading Graders Diesel Tier 4 Final 1.00 8.00 148 0.41
Grading Rubber Tired Dozers Diesel Tier 4 Final 1.00 8.00 367 0.40 Grading Scrapers Diesel Tier 4 Final 2.00 8.00 423 0.48 Grading Other Construction
Equipment
Diesel Tier 4 Final 2.00 3.00 150 0.42
Building Construction Cranes Diesel Tier 4 Final 1.00 7.00 367 0.29 Building Construction Forklifts Diesel Tier 4 Final 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 Final 3.00 7.00 84.0 0.37
Item Number: 1.

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Building Construction Welders Diesel Tier 4 Final 1.00 8.00 46.0 0.45 Building Construction Other Construction
Equipment
Diesel Tier 4 Final 2.00 3.00 150 0.42
Paving Pavers Diesel Tier 4 Final 2.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Tier 4 Final 2.00 8.00 89.0 0.36 Paving Rollers Diesel Tier 4 Final 2.00 8.00 36.0 0.38
Architectural Air Compressors Diesel Tier 4 Final 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 Grading — — — —
Grading Worker 25.0 18.5 LDA,LDT1,LDT2
Grading Vendor — 10.2 HHDT,MHDT
Grading Hauling 158 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 630 18.5 LDA,LDT1,LDT2
Building Construction Vendor 246 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 15.0 18.5 LDA,LDT1,LDT2
Paving Vendor — 10.2 HHDT,MHDT
Paving Hauling 30.0 20.0 HHDT
Paving Onsite truck — — HHDT
Linear, Grading & Excavation — — — —
Linear, Grading & Excavation Worker 103 18.5 LDA,LDT1,LDT2 Item Number: 1. Page 483 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 64 / 80
Linear, Grading & Excavation Vendor 2.00 10.2 HHDT,MHDT Linear, Grading & Excavation Hauling 0.00 20.0 HHDT
Linear, Grading & Excavation Onsite truck — — HHDT
Linear, Drainage, Utilities, &
Sub-Grade
— — — —
Linear, Drainage, Utilities, &
Sub-Grade
Worker 82.5 18.5 LDA,LDT1,LDT2
Linear, Drainage, Utilities, &
Sub-Grade
Vendor 0.00 10.2 HHDT,MHDT
Linear, Drainage, Utilities, &
Sub-Grade
Hauling 0.00 20.0 HHDT
Linear, Drainage, Utilities, &
Sub-Grade
Onsite truck — — HHDT
Linear, Paving — — — —
Linear, Paving Worker 67.5 18.5 LDA,LDT1,LDT2
Linear, Paving Vendor 0.00 10.2 HHDT,MHDT
Linear, Paving Hauling 0.00 20.0 HHDT
Linear, Paving Onsite truck — — HHDT
Architectural — — — —
Architectural Worker 126 18.5 LDA,LDT1,LDT2
Architectural Vendor — 10.2 HHDT,MHDT
Architectural Hauling 0.00 20.0 HHDT
Architectural Onsite truck — — HHDT

5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Grading — — — —
Grading Worker 25.0 18.5 LDA,LDT1,LDT2
Grading Vendor — 10.2 HHDT,MHDT
Grading Hauling 158 20.0 HHDT Item Number: 1. Page 484 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 65 / 80
Grading Onsite truck—— HHDT
Building Construction————
Building Construction Worker 630 18.5 LDA,LDT1,LDT2
Building Construction Vendor 246 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck—— HHDT
Paving————
Paving Worker 15.0 18.5 LDA,LDT1,LDT2
Paving Vendor— 10.2 HHDT,MHDT
Paving Hauling 30.0 20.0 HHDT
Paving Onsite truck—— HHDT
Linear, Grading & Excavation————
Linear, Grading & Excavation Worker 103 18.5 LDA,LDT1,LDT2 Linear, Grading & Excavation Vendor 2.00 10.2 HHDT,MHDT Linear, Grading & Excavation Hauling 0.00 20.0 HHDT
Linear, Grading & Excavation Onsite truck—— HHDT
Linear, Drainage, Utilities, &
Sub-Grade
————
Linear, Drainage, Utilities, &
Sub-Grade
Worker 82.5 18.5 LDA,LDT1,LDT2
Linear, Drainage, Utilities, &
Sub-Grade
Vendor 0.00 10.2 HHDT,MHDT
Linear, Drainage, Utilities, &
Sub-Grade
Hauling 0.00 20.0 HHDT
Linear, Drainage, Utilities, &
Sub-Grade
Onsite truck—— HHDT
Linear, Paving————
Linear, Paving Worker 67.5 18.5 LDA,LDT1,LDT2
Linear, Paving Vendor 0.00 10.2 HHDT,MHDT
Linear, Paving Hauling 0.00 20.0 HHDT Item Number: 1. Page 485 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 66 / 80
Linear, Paving Onsite truck — — HHDT
Architectural — — — —
Architectural Worker 126 18.5 LDA,LDT1,LDT2
Architectural Vendor — 10.2 HHDT,MHDT
Architectural Hauling 0.00 20.0 HHDT
Architectural Onsite truck — — HHDT

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 0.00 0.00 2,250,000 750,000 52,272

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) Linear, Grading & Excavation — — 20.8 0.00 —
Linear, Drainage, Utilities, &
Sub-Grade
— — 20.8 0.00 —
Grading — 88,400 75.0 0.00 —
Paving 0.00 0.00 0.00 0.00 68.0

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Item Number: 1. Page 486 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 67 / 80
Water Exposed Area 2 61% 61%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Industrial Park 13.6 0%
Unrefrigerated Warehouse-No Rail 13.6 0%
Parking Lot 20.0 95%
Road Widening 14.1 95%
Road Construction 6.70 20%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2026 1,145 346 0.03 < 0.005
2027 0.00 346 0.03 < 0.005
2028 0.00 346 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 Industrial Park 2,234 2,234 2,234 815,411 28,404 28,404 28,404 10,367,367 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail
610 610 610 222,650 24,400 24,400 24,400 8,905,996

5.9.2. Mitigated Item Number: 1. Page 487 of 2902
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Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Industrial Park 2,234 2,234 2,234 815,411 28,404 28,404 28,404 10,367,367 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Unrefrigerated
Warehouse-No Rail
610 610 610 222,650 24,400 24,400 24,400 8,905,996

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

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 2,250,000 750,000 52,272

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180

5.10.4. Landscape Equipment - Mitigated
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180 Item Number: 1. Page 488 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 69 / 80

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) Industrial Park 1,308,238 346 0.0330 0.0040 2,068,999
Parking Lot 763,171 346 0.0330 0.0040 0.00
Unrefrigerated Warehouse-No
Rail
16,779,015 346 0.0330 0.0040 27,206,359

5.11.2. Mitigated
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) Industrial Park 0.00 346 0.0330 0.0040 2,068,999
Parking Lot 763,171 346 0.0330 0.0040 0.00
Unrefrigerated Warehouse-No
Rail
16,779,015 346 0.0330 0.0040 27,206,359

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Industrial Park 3,450,000 2,491,365
Parking Lot 0.00 0.00
Unrefrigerated Warehouse-No Rail 10,350,000 7,474,095

5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Item Number: 1. Page 489 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 70 / 80
Industrial Park 3,110,175 2,491,365
Parking Lot 0.00 0.00
Unrefrigerated Warehouse-No Rail 9,330,525 7,474,095

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Industrial Park 93.0 —
Parking Lot 0.00 —
Unrefrigerated Warehouse-No Rail 1,340 —

5.13.2. Mitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Industrial Park 23.3 —
Parking Lot 0.00 —
Unrefrigerated Warehouse-No Rail 335 —

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 Industrial Park Other commercial A/C
and heat pumps
R-410A 2,088 0.30 4.00 4.00 18.0

5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Item Number: 1. Page 490 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 71 / 80
Industrial Park Other commercial A/C R-410A 2,088 0.30 4.00 4.00 18.0 and heat pumps

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Forklifts Electric Average 30.0 4.00 82.0 0.20
Other General Industrial
Equipment
Electric Average 6.00 4.00 84.0 0.37

5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Forklifts Electric Average 30.0 4.00 82.0 0.20
Other General Industrial
Equipment
Electric Average 6.00 4.00 84.0 0.37

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 Fire Pump Diesel 2.00 0.00 10.0 450 0.73
Emergency Generator Diesel 2.00 0.00 100 2,000 0.73

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 Item Number: 1. Page 491 of 2902
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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

5.18.1.2. 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
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) Item Number: 1. Page 492 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 73 / 80

6. Climate Risk Detailed Report

6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG emissions will continue to rise strongly through 2050 and then plateau around 2100.

Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 24.8 annual days of extreme heat Extreme Precipitation 0.20 annual days with precipitation above 20 mm Sea Level Rise — meters of inundation depth
Wildfire 3.09 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events. Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought 0 0 0 N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A Item Number: 1. Page 493 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 74 / 80
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.

6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 1 1 2
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought 1 1 1 2
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.

6.4. Climate Risk Reduction Measures

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 91.1 Item Number: 1. Page 494 of 2902
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AQ-PM 4.06
AQ-DPM 14.0
Drinking Water 25.8
Lead Risk Housing 39.6
Pesticides 14.3
Toxic Releases 3.98
Traffic 59.9
Effect Indicators —
CleanUp Sites 0.00
Groundwater 0.00
Haz Waste Facilities/Generators 26.7
Impaired Water Bodies 0.00
Solid Waste 54.8
Sensitive Population —
Asthma 50.6
Cardio-vascular 58.7
Low Birth Weights 13.9
Socioeconomic Factor Indicators —
Education 73.8
Housing 59.7
Linguistic 48.7
Poverty 95.2
Unemployment 55.0

7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

Indicator Result for Project Census Tract
Economic — Item Number: 1. Page 495 of 2902
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Above Poverty 25.81804183
Employed 23.88040549
Median HI 16.89978186
Education —
Bachelor's or higher 26.08751444
High school enrollment 2.489413576
Preschool enrollment 1.873476197
Transportation —
Auto Access 42.71782369
Active commuting 10.08597459
Social —
2-parent households 35.96817657
Voting 48.09444373
Neighborhood —
Alcohol availability 80.90594123
Park access 8.340818683
Retail density 1.745155909
Supermarket access 5.864237136
Tree canopy 1.308866932
Housing —
Homeownership 80.90594123
Housing habitability 65.12254587
Low-inc homeowner severe housing cost burden 43.62889773 Low-inc renter severe housing cost burden 64.41678429
Uncrowded housing 45.28422944
Health Outcomes —
Insured adults 2.55357372
Arthritis 0.0 Item Number: 1. Page 496 of 2902
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Asthma ER Admissions 54.0
High Blood Pressure 0.0
Cancer (excluding skin) 0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
Diagnosed Diabetes 0.0
Life Expectancy at Birth 24.6
Cognitively Disabled 43.0
Physically Disabled 5.4
Heart Attack ER Admissions 51.2
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 91.1
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors—
Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures—
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 67.0
Elderly 5.7
English Speaking 42.6
Foreign-born 50.4 Item Number: 1. Page 497 of 2902
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Outdoor Workers 10.8
Climate Change Adaptive Capacity —
Impervious Surface Cover 84.9
Traffic Density 32.5
Traffic Access 23.0
Other Indices —
Hardship 74.8
Other Decision Support —
2016 Voting 47.2

7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 33.0 Healthy Places Index Score for Project Location (b) 8.00 Project Located in a Designated Disadvantaged Community (Senate Bill 535) No Project Located in a Low-Income Community (Assembly Bill 1550) Yes Project Located in a Community Air Protection Program Community (Assembly Bill 617) No a: 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. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

7.4. Health & Equity Measures
No Health & Equity Measures selected.

7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.

7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.

8. User Changes to Default Data Item Number: 1. Page 498 of 2902 DHS Varner Road Specific Plan - HRA Electric Vehicle Mitigation Detailed Report, 9/11/2025 79 / 80
Screen Justification
Land Use Total disturbed area is 115.68 AC; 83.3 AC for Industrial uses (including 20 AC for parking lot),

11.6 acres for storm water/drainage improvements, and 14.11 for roadway improvements.

Off-site utility extensions for sewer and water combined total 5.5 miles, assuming a 10 foot wide disturbance area would result in an additional 290,400 sf (6.7 AC) of off-site disturbed area for installation of sewer and water lines.

Specific Plan allows up to 1.5 million sf of industrial space. For analysis purposes, it is assumed that 5 percent (75,000 SF) of the total industrial space would be associated office space ("Industrial Park"), and the remainder (1,425,000 SF) would be "Unrefrigerated Warehouse - No Rail."
Parking: Assumes 615 standard spaces and 682 trailer spaces, also assumes internal drive aisle for approx 20 AC of asphalt paving for parking.

Roadway improvements (14.11AC): Varner Road = 1.07 miles with 92 foot ROW (11.93 AC); West Drive = 0.3 miles with 60ft ROW (2.18AC)
Landscaping: Square footage (428,588 SF) based on Project Water Supply Assessment; includes onsite landscaping and off-site roadway landscaped median areas, split 25/75 among Industrial and Warehouse acreage, respectively.

Construction: Construction Phases Assumes a 24 month buildout, consistent with 2018 DLVSP DEIR CalEEMod assumptions.

Linear construction is assumed to occur in parallel with the property's site preparation and grading phase. Assumed similar phasing to 2018 analysis.

Construction: Dust From Material Movement Net export of 88,400 CY provided by the Project's tentative parcel map.

Construction: Trips and VMT Hauling trips for paving were calculated by converting total paved area to cubic feet, dividing the value by CalEEMod's default hauling trips, followed by the number of days for paving. The calculation yield 30 hauling trips per day.

Construction: Paving Off-site road improvements will include concrete pavement for pedestrian sidewalk (~5%) and asphalt pavement for road widening (~95%) and asphalt from road construction (trenching for utilities) (~20%) and parking lot (~95%).

Operations: Vehicle Data Number of passenger vehicles per day is estimated at 2234. Divided by the industrial park size, weekday trip rate is 29.7867 size/day.

Number of trucks per day is estimated at 960. HRA MITIGATION: Assumes 350 trucks are electric, and only 610 trips would produce criteria pollutant emissions. Emissions from energy production required to charge 350 trucks has been added to the Energy source tab.

For 610 trips, divided by the unrefrigerated warehouse size, weekday trip rate is 0.6737 size/day.

Trips per traffic report prepared by Urban Crossroads (March 2025).

Trips length from work (W) to other (O) are longer haul truck trips assumed to cover 40-miles on average based on average truck trip length from Southern California Association of Item Number: 1.

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Governance (SCAG) 2016 Regional Transportation Plan. Trip length from H-W and W-O changed to 13.8 and 6.2, respectively, consistent with 2018 EIR assumptions.

Trip purpose for Unrefrigerated Warehouse, long haul truck trips, assumes 100% of truck trips are W-O. Employee home to work commutes are captured under Industrial Park.

Construction: Off-Road Equipment "Other Construction Equipment" accounts for water trucks pursuant to SCAQMD Rule 403, dust control.

Operations: Fleet Mix Fleet mix assumes vehicle types generated by the industrial park will primarily consist of passenger cars (LDA) (62%) because of its designation as an office space. The remaining 38% is divided between light-duty trucks, LDT2 with a 21% and LDT1 with a 4%. Each light-duty truck operates a different loading capacity dependent on their respective gross vehicle weight rating (GVWR) which includes the vehicle's weight, fuel, passenger(s), cargo, and trailer tongue weight. The equivalent test weight (ETW) calculates emissions associated with the specific vehicle type. LDT2 are light-duty trucks with a GVWR less than 6,000 lbs and a ETW between 3,751 and 5,750 lbs. LDT1 are light-duty trucks with a GVWR less than 6,000 lbs and a ETW less than or equal to 3,750 lbs.

Fleet mix assumes vehicle types generated by the unrefrigerated warehouse-no rail will primarily consist of heavy-heavy-duty trucks with a EWT between 33,001 lb to 60,000 lbs (60%), medium-heavy-duty trucks with an EWT between 14,001 to 33,000 lbs (23%), and light-heavy-duty trucks with an EWT between 8,501 lbs to 10,000 lbs (17%). These trucks account for the 960 daily vehicle trips generated by the project's operation as a distribution and storage warehouse.

These percentages are based on the Moreno Valley Trade Center (Warehouse Scenario) Air Quality, GHG, & HRA Evaluation prepared by UXR (October 2020).

Operations: Off-Road Equipment Assumes the warehouse would operate 30 forklifts and 6 holsters/yard goats, each piece of equipment operating approx 4 hours per day.

HRA MITIGATION: Assumes equipment is electric
Operations: Emergency Generators and Fire Pumps Project plans are speculative. Assumes 2 fire pumps would be required, average 450 horsepower operating 10 hours per year which includes weekly 10-30 min tests. Assumes 2 diesel emergency generator with an average 2000 horsepower operating a maximum of 100 hours per year, including non-emergency testing/maintenance and emergency use.

Operations: Water and Waste Water Per Project WSA, total indoor water use is 42.350645 AFY (13,800,000 gal); total outdoor irrigation water use is 30.58 AFY (9,965,459 gal)
Operations: Energy Use 10,220,664 kWh added to warehouse land use to account for 350 daily EV truck trips VMT, assumes 2kWh per mile, 5,110,332 VMT (350 trips at 40 miles is electric); (CalEEMod default = 14,507,720.4 kWh)
Item Number: 1.

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Air Quality and Greenhouse Gas Report – December 2025
DHS Varner Road Specific Plan
60 Appendix C
DHS Varner Road Operational Health Risk Assessment (HRA) Analysis, prepared by KW Air Quality & Noise LLC. October 2, 2025.

Please See
Appendix B of the DHS Varner Road EIR Addendum
Item Number: 1.

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B
Appendix B
Health Risk Assessment
Item Number: 1.

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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected] Noise, Air Quality, Greenhouse Gas, Energy and Health Risk Assessment Analyses

DHS VARNER ROAD

OPERATIONAL HEALTH RISK

ASSESSMENT (HRA) ANALYSIS
City of Desert Hot Springs
Prepared by

KW AIR QUALITY & NOISE LLC
7404 Kingsley Way, Riverside, CA 92504
(951) 212-3277, [email protected]
Katie Wilson, MS
CEO
October 2, 2025
Item Number: 1.

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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected]

TABLE OF CONTENTS
Section Page
EXECUTIVE SUMMARY .............................................................................................................. 1

1.0 INTRODUCTION & SETTING ................................................................................................ 2

1.1 Purpose of Report & Study Objectives ................................................................................... 2

1.2 Site Location & Project Description ......................................................................................... 2

1.3 Phasing & Timing .................................................................................................................... 3

1.4 Sensitive Receptors in the Project Vicinity .............................................................................. 3

2.0 POLLUTANTS & REGULAR SETTINGS ................................................................................ 4

2.1 Pollutants ................................................................................................................................ 4

2.2 Regulatory Setting .................................................................................................................. 5

3.0 DIESEL EMISSIONS HEALTH RISK ASSESSMENT .......................................................... 10

3.1 Emissions Inventory Development ........................................................................................ 10

3.2 Receptor Network ................................................................................................................. 13

3.3 Dispersion Modeling ............................................................................................................. 13

3.4 Estimation of Health Risks .................................................................................................... 14

4.0 MITIGATION MEASURES .................................................................................................... 18

5.0 REFERENCES ..................................................................................................................... 19

EXHIBITS
TABLES
APPENDIX A: GLOSSARY
APPENDIX B: HRA CALCULATIONS & AERMOD MODEL PRINTOUTS
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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected]

LIST OF TABLES
Table
Table 1 DPM Emissions Factors for the Proposed Project ................................................................

Table 2 Summary of Emission Configurations ...................................................................................

Table 3 General Modeling Assumptions – AERMOD Model .............................................................

Table 4 Carcinogenic Risks and Non-Carcinogenic 3rd Trimester Exposure Scenario (0.25-Year)........................ ....................................................................................................

Table 5 Carcinogenic Risks and Non-Carcinogenic Infant Exposure Scenario (0-2 Years) .............

Table 6 Carcinogenic Risks and Non-Carcinogenic Child Exposure Scenario (2-16 Years) ............

Table 7 Carcinogenic Risks and Non-Carcinogenic Adult Exposure Scenario (16-30 Years)....................................................................................................................................

Table 8 Cumulative Carcinogenic Risk 30.25-Year Exposure Scenario ...........................................

Table 9 Cumulative Carcinogenic Risk 30.25-Year Exposure Scenario, Mitigated ...........................

LIST OF EXHIBITS
Exhibit
Exhibit A Project Site Location .............................................................................................................

Exhibit B Site Plan ................................................................................................................................

Exhibit C AERMOD Model Source & Receptor Placement ..................................................................

Exhibit D Wind Rose: Palm Springs Airport .........................................................................................

Exhibit E Modeled Study Area Highest Cancer Risk from Annual DPM Emissions ............................

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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected]

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EXECUTIVE SUMMARY

The purpose of this operational health risk assessment analysis is to provide an assessment of the impacts resulting from project-related stationary, offroad and mobile source diesel emissions and to identify measures that may be necessary to reduce potentially significant impacts.

The analysis contained in this report shows that the closest sensitive receptor to the project site would be exposed to a cancer risk in excess of 10 in a million from project-related diesel particulate matter (DPM) mobile and stationary source emissions. However, with incorporation of mitigation measure HRA-1 (please see Section 4.0, Mitigation Measures of this report), which requires the use of 350 electric trucks, reducing the total number of diesel trucks down from 960 to 610, and operation of all electric forklifts and holsters/yard goats, cancer risk impacts would be reduced to less than significant levels.

The project-related health risk impacts for non-cancer related impacts are less than 1.0; therefore, they are considered to be less significant. No mitigation is required to reduce noncancer-related impacts.

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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected]

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1.0 INTRODUCTION & SETTING

This section describes the purpose of this health risk assessment, project location, proposed development, and study area.

1.1 Purpose of Report & Study Objectives
The certified EIR for the addendum states in AQ-11 “If a distribution center with more than 100 daily truck trips is constructed within the project site within 1,000 feet from the property lines of existing single-family detached residential dwelling units located to the southeast of the project site, then the project proponent will require that the individual applicant proposing development prepare a Health Risk Assessment (HRA) to ensure that the cancer risk to existing sensitive uses does not exceed the SCAQMD MICR TAC threshold of 10 in 1 million. If the SCAQMD MICR TAC threshold of 10 in 1 million is exceeded, then the proposed distribution center shall be redesigned to ensure MICR TAC levels are below the threshold.” This study was performed to address the possibility of cancer and non-cancer risk from projectrelated stationary, offroad, and mobile source diesel emissions to the closest receptor. The objectives of the study include:
 Discussion of the cancer risk thresholds of significance  Analysis of the project-related cancer risk from operational diesel emissions  Recommendations for mitigation measures
The City of Desert Hot Springs is the lead agency for this health risk assessment, in accordance with the California Environmental Quality Act authorizing legislation. Although this is a technical report, every effort has been made to write the report clearly and concisely. To assist the reader with terms unique to air quality, a definition of terms has been provided in Appendix A.

1.2 Site Location & Project Description
The project site is located south of Varner Road and west of West Drive the City of Desert Hot Springs, California. The project site is currently vacant. A vicinity map showing the project location is provided on Exhibit A.

The proposed project consists of construction and operation of a roughly 1.2 million square feet (SF) distribution warehouse facility. The project is part of the proposed DHS Varner Road Specific Plan that has a maximum buildout potential of 1.5 million SF. Exhibit B shows the proposed site plan.

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1.3 Phasing & Timing
The opening year for the proposed project is 2028.

1.4 Sensitive Receptors in the Project Vicinity
Those who are sensitive to air pollution include children, the elderly, and persons with preexisting respiratory or cardiovascular illness. For purposes of CEQA, the South Coast Air Quality Management District (SCAQMD) considers a sensitive receptor to be a location where a sensitive individual could remain for 24 hours, such as residences, hospitals, or convalescent facilities (South Coast Air Quality Management District 2008). Commercial and industrial facilities are not included in the definition because employees do not typically remain on-site for 24 hours.

The closest sensitive receptor to the project site includes the existing residential use located at 65995 Thornton Road, Desert Hot Springs. The property line of this residence is adjacent to the south eastern boundary of the project site.

The next closest sensitive receptors to the project site are the residential uses located at:
22120 Richardson, approximately 2,000 feet east of the project site and 66625 20th Avenue, approximately 4,550 feet northeast of the project site. As these receptor locations are well over 1,000 feet from the proposed project site,1 the focus of this analysis is on the receptor located adjacent to the project site at 65995 Thornton Road, as this location would be the most impacted by the operation of the project.
1 The April 2005 CARB Air Quality and Land Use Handbook: A Community Health Perspective, Table 1-1, advises to avoid siting new sensitive land uses within 1,000 feet of a distribution center (that accommodates more than 100 trucks per day, more than 40 trucks with operating transport refrigeration units (TRUs) per day, or where TRU unit operations exceed 300 hours per week).

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2.0 POLLUTANTS & REGULAR SETTINGS

2.1 Pollutants
Pollutants are generally classified as either criteria pollutants or non-criteria pollutants. Federal ambient air quality standards have been established for criteria pollutants, whereas no ambient standards have been established for non-criteria pollutants. For some criteria pollutants, separate standards have been set for different periods. Most standards have been set to protect public health. For some pollutants, standards have been based on other values (such as protection of crops, protection of materials, or avoidance of nuisance conditions). A summary of federal and state ambient air quality standards is provided in the Regulatory Framework section below.

Toxic Air Contaminants
Toxic air contaminants (TACs) are a group of pollutants of concern. Sources of toxic air contaminants include industrial processes such as petroleum refining and chrome plating operations, commercial operations such as gasoline stations and dry cleaners, and motor vehicle exhaust. Cars and trucks release at least forty different toxic air contaminants. The most important of these toxic air contaminants, in terms of health risk, are diesel particulates, benzene, formaldehyde, 1,3-butadiene, and acetaldehyde. Public exposure to toxic air contaminants can result from emissions from normal operations as well as from accidental releases. Health effects of toxic air contaminants include cancer, birth defects, neurological damage, and death.

Toxic air contaminants are less pervasive in the urban atmosphere than criteria air pollutants, however they are linked to short-term (acute) or long-term (chronic or carcinogenic) adverse human health effects. There are hundreds of different types of toxic air contaminants with varying degrees of toxicity. Sources of toxic air contaminants include industrial processes, commercial operations (e.g., gasoline stations and dry cleaners), and motor vehicle exhaust.

According to the 2013 California Almanac of Emissions and Air Quality, the majority of the estimated health risk from toxic air contaminants can be attributed to relatively few compounds, the most important of which is diesel particulate matter (DPM). Diesel particulate matter is a subset of PM2.5 because the size of diesel particles are typically 2.5 microns and smaller. The identification of diesel particulate matter as a toxic air contaminant in 1998 led the California Air Resources Board (CARB) to adopt the Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel-fueled Engines and Vehicles in September 2000. The plan’s goals are a 75-percent reduction in diesel particulate matter by 2010 and an 85-percent reduction by 2020 from the 2000 baseline. Diesel engines emit a complex mixture of air pollutants, composed of gaseous and solid material. The visible emissions in diesel exhaust are known as particulate matter or PM, which includes carbon particles or “soot”. Diesel exhaust also contains a variety of harmful gases and over 40 other cancer-causing substances. California’s identification of Item Number: 1.

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diesel particulate matter as a toxic air contaminant was based on its potential to cause cancer, premature deaths, and other health problems. Exposure to diesel particulate matter is a health hazard, particularly to children whose lungs are still developing and the elderly who may have other serious health problems. Overall, diesel engine emissions are responsible for the majority of California’s potential airborne cancer risk from combustion sources.

The California Air Resources Board (CARB) have monitoring networks that measure ambient concentrations of certain TACs that are associated with important health-related effects and are present in appreciable concentrations in the area. The CARB publishes annual Statewide, air basin, and location-specific summaries of the concentration levels of several TACs and their resulting cancer risks1. The most recent summary is the CARB Air Quality Almanac for 2013 (CARB 2013). The Almanac presents the relevant concentration and cancer risk data for the ten TACs that pose the most substantial health risk in California based on available data.

These TACs are: acetaldehyde, benzene, 1,3-butadiene, carbon tetrachloride, hexavalent chromium, para-dichlorobenzene, formaldehyde, methylene chloride, and perchloroethylene.

DPM is not directly measured but is indirectly estimated based on fine particulate matter measurements and special studies on the chemical speciation of ambient fine particulate data along with receptor modeling techniques. CARB showed that Diesel PM emissions decreased 37 percent from 2000 to 2010 primarily as a result of more stringent emissions standards and the introduction of cleaner burning diesel fuel. Emissions from diesel mobile sources are projected to continue to decrease after 2010. Overall, statewide emissions are forecasted to decline by 71 percent between 2000 and 2035. CARB estimates that 78 percent of the known statewide cancer risks are from the top 10 outdoor air toxics in addition to DPM.

Estimates of total cancer risk Statewide have shown a steady decline from the early 1990s when the cancer risk from DPM was estimated to be 1,696 in one million. By the year 2000, the cancer risk was estimated to be 1,005 in one million or a reduction of 41 percent.

Reductions in cancer risk are expected to continue into the future as new emission controls are implemented that further reduce DPM emissions, the major component of the total airborne cancer risk.

2.2 Regulatory Setting
Federal – United States Environmental Protection Agency (EPA) The EPA is responsible for setting and enforcing the National Ambient Air Quality Standards (NAAQS) for atmospheric pollutants. It regulates emission sources that are under the exclusive authority of the federal government, such as aircraft, ships, and certain locomotives. The National Ambient Air Quality Standards (NAAQS) pollutants were identified using medical evidence.
1 Cancer risk is expressed as a probability of an individual out of a population of one million contracting cancer via a continuous exposure to TACs over a 30- year lifetime.

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As part of its enforcement responsibilities, the EPA requires each state with federal nonattainment areas to prepare and submit a State Implementation Plan (SIP) that demonstrates the means to attain the national standards. The State Implementation Plan (SIP) must integrate federal, state, and local components and regulations to identify specific measures to reduce pollution, using a combination of performance standards and marketbased programs within the timeframe identified in the State Implementation Plan (SIP).

State – California Air Resources Board
The California Air Resources Board (CARB), which is a part of the California Environmental Protection Agency, is responsible for the coordination and administration of both federal and state air pollution control programs within California. In this capacity, the CARB conducts research, sets the California Ambient Air Quality Standards (CAAQS), compiles emission inventories, develops suggested control measures, provides oversight of local programs, and prepares the State Implementation Plan (SIP). In addition, the CARB establishes emission standards for motor vehicles sold in California, consumer products (e.g., hairspray, aerosol paints, and barbeque lighter fluid), and various types of commercial equipment. It also sets fuel specifications to further reduce vehicular emissions.

CARB Airborne Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling adopts new section 2485 within Chapter 10, Article 1, Division 3, title 13 in the California Code of Regulations. The measure limits the idling of diesel vehicles (i.e., commercial trucks over 10,000 pounds) to reduce emissions of toxics and criteria pollutants. The driver of any vehicle subject to this section: (1) shall not idle the vehicle’s primary diesel engine for greater than five minutes at any location; and (2) shall not idle a diesel-fueled auxiliary power system for more than five minutes to power a heater, air conditioner, or any ancillary equipment on the vehicle if it has a sleeper berth and the truck is located within 100 feet of a restricted area (homes and schools).

CARB Requirements to Reduce Idling Emissions from New and In-Use Trucks. Amendments were made to Title 13 in California Code of Regulations in Sections 1956.8, 2404, 2424, 2425, and 2485. The amendment states: “2008 and subsequent model-year heavy-duty diesel engines shall be equipped with an engine shutdown system that automatically shuts down the engine after 300 seconds of continuous idling operation once the vehicle is stopped, the transmission is set to ‘neutral’ or ‘park,’ and the parking brake is engaged. If the parking brake is not engaged, then the engine shutdown system shall shut down the engine after 900 seconds of continuous idling operation once the vehicle is stopped and the transmission is set to ‘neutral’ or ‘park.’” There are a few conditions where the engine shutdown system can be overridden to prevent engine damage. Any project trucks manufactured after 2008 are consistent with this rule, which would ultimately reduce air emissions.

Statewide Truck and Bus Regulation (Regulation to Reduce Emissions of DPM, Oxides of Nitrogen and Other Criteria Pollutants, from In-Use Heavy-Duty Diesel-Fueled Vehicles, Title Item Number: 1.

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13, California Code of Regulations, Section 2025). On December 12, 2008, the ARB approved this regulation to reduce emissions from existing on-road diesel trucks and buses operating in California. This regulation applies to all on-road heavy-duty diesel-fueled vehicles with a gross vehicle weight rating greater than 14,000 pounds, agricultural yard trucks with off-road certified engines, and certain diesel fueled shuttle vehicles of any gross vehicle weight rating. Out-ofstate trucks and buses that operate in California are also subject. Under the regulation, older, heavier trucks (i.e., those with pre-2000-year engines and a gross vehicle weight rating greater than 26,000 pounds), are required to have installed a particulate matter filter and must be replaced with a 2010 engine between 2015 and 2020, depending on the model year. By 2015, all heavier pre-1994 trucks were required to be upgraded to 2010 engines and newer trucks are thereafter required to be replaced over the next eight years. Older, more polluting trucks were required to be replaced first, while trucks that already have relatively clean 2007-2009 engines were not required to be replaced until 2023. Lighter trucks (14,001-26,000 pounds) must adhere to a similar schedule. Furthermore, nearly all trucks that are not required under the Truck and Bus Regulation to be replaced by 2015 were required to be upgraded with a particulate matter filter by that date. The Truck and Bus Regulation is necessary to meet federal attainment standards. This regulation requires heavy-duty diesel vehicles that operate in California to reduce TACs emissions from their exhaust. Diesel exhaust is responsible for 70% of the cancer risk from airborne toxics. Therefore, by January 1, 2023, nearly all trucks and buses were be required to have 2010 or newer model year engines to reduce particulate matter (PM) and oxides of nitrogen (NOx) emissions. To help ensure that the benefits of this regulation are achieved, in 2020, only vehicles compliant with this regulation were allowed to be registered by the California Department of Motor Vehicles (DMV).

As heavy-duty on-road vehicles are such a significant source of pollutants, the Truck and Bus Regulation is one of the most far-reaching and important tools to reduce smog-forming and toxic emissions and protect public health in disadvantaged communities. It is a key element in CARB's Diesel Risk reduction plan and the State Implementation Plan, both of which are designed to provide clean air for Californians by helping to meet state and federal healthprotective standards. On January 1, 2020, Senate Bill 1 only allowed vehicles compliant with this regulation to be registered by the California Department of Motor Vehicles (DMV).

Senate Bill 1, the Road Repair and Accountability Act of 2017, was signed into law on April 28, 2017. This legislative package invests $5.4 billion annually to fix roads, freeways and bridges in communities across California and puts more dollars toward transit and safety. These funds will be split equally between state and local investments.

The CARB is also responsible for regulations pertaining to toxic air contaminants. The Air Toxics “Hot Spots” Information and Assessment Act (AB 2588, 1987, Connelly) was enacted in 1987 as a means to establish a formal air toxics emission inventory risk quantification program.

AB 2588, as amended, establishes a process that requires stationary sources to report the type and quantities of certain substances their facilities routinely release into the air basin. The data is ranked by high, intermediate, and low categories, which are determined by: the potency, toxicity, quantity, volume, and proximity of the facility to nearby receptors.

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AB 617 Nonvehicular air pollution: criteria air pollutants and toxic air contaminants This bill requires the state board to develop a uniform statewide system of annual reporting of emissions of criteria air pollutants and toxic air contaminants for use by certain categories of stationary sources. The bill requires those stationary sources to report their annual emissions of criteria air pollutants and toxic air contaminants, as specified. This bill required the state board, by October 1, 2018, to prepare a monitoring plan regarding technologies for monitoring criteria air pollutants and toxic air contaminants and the need for and benefits of additional community air monitoring systems, as defined. The bill requires the state board to select, based on the monitoring plan, the highest priority locations in the state for the deployment of community air monitoring systems. The bill required an air district containing a selected location, by July 1, 2019, to deploy a system in the selected location. The bill authorized the air district to require a stationary source that emits air pollutants in, or that materially affect, the selected location to deploy a fence-line monitoring system, as defined, or other specified real-time, on-site monitoring. The bill authorized the state board, by January 1, 2020, and annually thereafter, to select additional locations for the deployment of the systems. The bill required air districts that have deployed a system to provide to the state board air quality data produced by the system.

By increasing the duties of air districts, this bill would impose a state-mandated local program.

The bill required the state board to publish the data on its Internet Web site. In September 2023, CARB updated the Statewide Strategy, which is required to be updated once every five years.

Regional
The project site is located in the City of Desert Hot Springs, which is part of the Salton Sea Air Basin (SSAB). The SSAB portion of Riverside County is separated from the South Coast Air Basin region by the San Jacinto Mountains and from the Mojave Desert Air Basin to the east by the Little San Bernardino Mountains. During the summer, the SSAB is generally influenced by a Pacific Subtropical High Cell that sits off the coast, inhibiting cloud formation and encouraging daytime solar heating. The SSAB is rarely influenced by cold air masses moving south from Canada and Alaska, as these systems are weak and diffuse by the time they reach the desert. Most desert moisture arrives from infrequent warm, moist and unstable air masses from the south. The SSAB averages between three and seven inches of precipitation per year.

SCAQMD
The SCAQMD is the agency principally responsible for comprehensive air pollution control in the South Coast Air Basin. To that end, as a regional agency, the SCAQMD works directly with the Southern California Association of Governments (SCAG), county transportation commissions, and local governments and cooperates actively with all federal and state agencies.

In addition to attaining and maintaining air quality standards set by State and Federal Governments, the District is also responsible for ensuring that toxic air pollutants do not pose a Item Number: 1.

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nuisance or significant health threat to the surrounding community. Every year, the State’s Air Toxics Hot Spots program (AB 2588) requires the SCAQMD to quantify and assess health risks from subject facilities to nearby residents, notify affected residents of significant risks, and to reduce those significant health risks to acceptable levels.

Health Risk Significant Thresholds
According to the SCAQMD CEQA Handbook, any project that has the potential to expose the public to toxic air contaminants in excess of the following thresholds would be considered to have a significant air quality impact:
 If the Maximum Incremental Cancer Risk (MICR) is 10 in one million or greater; or  Toxic air contaminants from the proposed project would result in a Hazard Index increase of 1 or greater.

In order to determine if the proposed project may have a significant impact related to hazardous air pollutants (HAP), the Health Risk Assessment Guidance for analyzing Cancer Risks from Mobile Source Diesel Idling Emissions for CEQA Air Quality Analysis, (Diesel Analysis), prepared by SCAQMD, August 2003, recommends that if the proposed project is anticipated to create hazardous air pollutants through stationary sources or regular operations of diesel trucks on the project site, then the proximity of the nearest receptors to the source of the hazardous air pollutants and the toxicity of the hazardous air pollutants should be analyzed through a comprehensive facility-wide health risk assessment (HRA).

As determined in the California Building Industry Association v. Bay Area Air Quality Management District (2015) 62 Cal. 4th 369 (CBIA) case the California Supreme Court determined that CEQA does not generally require an impact analysis of the existing environmental conditions on the future residents of a proposed project and generally only requires an analysis of the proposed project’s impact on the environment. However, the CBIA case also stated that when a proposed project brings development and people into an area already subject to specific hazards and the new development/people exacerbate the existing hazards, then CEQA requires an analysis of the hazards and the proposed project’s effect in terms of increasing the risks related to those hazards. Regarding air quality hazards, TACs are defined as substances that may cause or contribute to an increase in deaths or in serious illness, or that may pose a present or potential hazard to human health. As such, if a proposed project would not exacerbate pre-existing hazards (e.g., TAC health risks) then an analysis of those hazards and the proposed project’s effect on increasing those hazards is not required.

However, the proposed project is a warehouse; therefore, an HRA was conducted.

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3.0 DIESEL EMISSIONS HEALTH RISK ASSESSMENT

SCAQMD methodology states that health effects from carcinogenic air toxics are usually described in terms of individual cancer risk. “Individual Cancer Risk” is the likelihood that a person exposed to concentrations of toxic air contaminants over a 30-year lifetime will contract cancer, based on the use of revised Office of Environmental Health Hazard Assessment (OEHHA) risk-assessment methodology.

A health risk assessment requires the completion and interaction of four general steps:

1. Quantify project-generated TAC emissions.

2. Identify nearby ground-level receptor locations that may be affected by the emissions (including any special sensitive receptor locations such as residences, schools, hospitals, convalescent homes, and daycare centers).

3. Perform air dispersion modeling analyses to estimate ambient pollutant concentrations at each receptor location using project TAC emissions and representative meteorological data to define the transport and dispersion of those emissions in the atmosphere.

4. Characterize and compare the calculated health risks with the applicable health risk significance thresholds.

3.1 Emissions Inventory Development
Important issues that affect the dispersion modeling include the following: (1) Model Selection, (2) Source Treatment, (3) Meteorological Data, and (4) Receptor Grid. Each of these issues is addressed below.

Emission Source Estimates – DPM for On-Site Operational Sources Per the information given in the Terra Nova air quality and greenhouse gas analysis report, project plans are speculative, and the project is anticipated to use 30 diesel forklifts and 6 diesel holsters/yard goats operating approximately 4 hours per day based. Stationary sources of DPM include emissions from the occasional use/testing of two, 2000 HP emergency back-up generator operating a maximum of 100 hours a year and two, 450 HP emergency fire pump operating 10 hours per year which includes weekly 10–30-minute tests.

Emission Source Estimates – DPM for Motor Vehicles
DPM emissions from the various sources were calculated using information derived from the project description, and mobile source emission factors from the CARB EMFAC2025 emissions factor model. Truck mix information was based on the Varner Road/West Drive Logistics Traffic Item Number: 1.

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factor model. Truck mix information was based on the Varner Road/West Drive Logistics Traffic Analysis (TIA) prepared by Urban Crossroads, Inc. (March 4, 2025) and the CalEEMod data from the Terra Nova air quality and greenhouse gas analysis report.

Four pieces of information are required to generate the mobile source emissions from the proposed project:
 Number of vehicle trips for each component of the proposed project;  Types of vehicles that access the proposed project (passenger car vs. heavy-duty truck and gasoline vs. diesel);
 The allocation of the vehicle trips to each building that comprises the proposed project; and  Estimate of the vehicle emission factors for estimating exhaust and idling emissions.

Estimate of Vehicle Trips and Vehicle Types
Per the Urban Crossroads TIA, the project is expected to generate approximately 3,194 (nonpassenger car equivalents) vehicle trips per day. Of those vehicle trips, 2,234 are automobile round trips and 960 are truck trips. Of those truck trips, 163 are 2-axle truck round trips, 221 are 3-axle truck round trips, and 576 are 4+-axle truck round trips per day (non-passenger car equivalents).

Estimate of Emission Factors
The stationary sources emissions from the occasional use/testing of the emergency back-up generators and emergency fire pumps were calculated from the CalEEMod annual output Exhaust PM-10 operational emissions for stationary sources. The emissions of 0.0494 tons/year were converted into grams/sec. The total size of the emissions area was estimated to be 101,480.6 m2 (approximately the area of the warehouse as the back-up generators and fire pumps were assumed to be within or directly adjacent to the warehouse). See Table 1 for the emissions factor used.

The emissions from the offroad equipment, forklifts and yard goats, were calculated from the CalEEMod annual output Exhaust PM-10 operational emissions for offroad sources. The emissions of 0.0779 tons/year were converted into grams/sec. The total size of the emissions area was estimated to be 209,050.4 m2 (approximately the area of the warehouse plus the parking area). See Table 1 for the emissions factor used.

The DPM emission factors for the various vehicle types were derived from the CARB EMFAC2025 mobile source emission model. The emissions factors were derived for the Salton Sea Basin area of Riverside County for 2028. Emissions factors were estimated to establish the emissions generated while the vehicles travel off-site, along travel links from the entrance to the loading docks, and while idling at the loading dock during loading or unloading materials. All vehicles were assumed to travel on-site at a speed of 10 miles per hour. Off-site, the speeds along the roads were anticipated to average 35 miles per hour. Delivery vehicles were assumed to idle for a maximum of 15 minutes per vehicle per day (5 minutes per location: at the facility entrance, at the loading bay/truck parking area, and at the facility exit, in keeping with the CARB Item Number: 1.

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Air Toxic Control Measure (ATCM), which regulates truck idling time (CARB 2005)). The emissions factors used in this assessment are detailed in Table 1. It should be noted that the DPM emissions on both the gram per mile and gram per idle hour bases will decline beyond 2028 for all vehicle classes and in particular the heavy-heavy-duty truck class (the 4+ axle “big rig” trucks). This is due to the CARB emissions’ requirements on heavy-duty trucks that call for either the replacement of older trucks with cleaner trucks or the installation of diesel particulate matter filters on the truck fleet.

Emission Source Characterization
Each of the emission source types described above also requires geometrical and emission release specifications for use in the air dispersion model. Table 2 provides a summary of the assumptions used to configure the various emission sources. The following definitions are used to characterize the emission source geometrical configurations referred to in Table 2:
 Point source: A single, identifiable, local source of emissions; it is approximated in the AERMOD air dispersion model as a mathematical point in the modeling region with a location and emission characteristics such as height of release, temperature, etc., for example, a truck idle location where emissions are sourced from the truck's exhaust stack while the vehicle is stationary.
 Line source: A series of volume sources along a path, for example, vehicular traffic volumes along a roadway.
 Area source: An area of specific size where emissions are evenly distributed over the entire area.

Each of the emission source types described above also requires geometrical and emission release specifications for use in the air dispersion model. As the majority of DPM emissions are sourced from big rig trucks, an average truck height of 13.5 feet and average truck width of

8.5 feet were entered into the haul road calculator in AERMOD in order to calculate the plume height and release height for the line sources. Table 2 provides a summary of the assumptions used to configure the various emission sources. The following definitions are used to characterize the emission source geometrical configurations referred to in Table 2:

Exhibit C shows the location of the closest receptor (shown by an orange triangle) and emission source locations, shown by the blue line along the truck pathways of travel (on-site and off-site) and the idling locations are shown by a red dot. The area sources for the offroad and on-site stationary equipment are shown as red dashed lines. The project boundaries are outlined in pink.

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3.2 Receptor Network
The assessment requires that a network of receptors be specified where the impacts can be computed at the various locations surrounding the project. The receptor was located at the only residential use within 1,000 feet of the proposed project (as detailed above). In addition, the identified sensitive receptor location was supplemented by the specification of a modeling grid that extended around the proposed project to identify other potential locations of impact.

Per SCAQMD AERMOD guidance, and to ensure that impacts to children of all heights were assessed, the receptor height is 0 meters (per SCAQMD methodology). The location of the receptor is shown as an orange triangle on Exhibit C.

3.3 Dispersion Modeling
The next step in the assessment process utilizes the emissions inventory along with a mathematical air dispersion model and representative meteorological data to calculate impacts at the various receptor locations. The dispersion model used in this assessment is described below.

Model Selection
The assessment of air quality and health risk impacts from pollutant emissions from this project applied the USEPA AERMOD Model, which is the air dispersion model accepted by the SCAQMD for performing air quality impact analyses. AERMOD predicts pollutant concentrations from point, area, volume, line, and flare sources with variable emissions in terrain from flat to complex with the inclusion of building downwash effects from buildings on pollutant dispersion. It captures the essential atmospheric physical processes and provides reasonable estimates over a wide range of meteorological conditions and modeling scenarios.

AERMOD View Version 13.0.0, MPI version No. 24142, was utilized for this analysis.

General Model Assumptions
A summary of Emission Configurations is shown in Table 2. The basic options used in the dispersion modeling are summarized in Table 3.

Meteorological Data
Meteorological data (processed with the ADJ_U option) from the Air District’s Palm Springs Airport monitoring site was selected for this modeling application. Five full years of sequential meteorological data was collected at the site from January 1, 2018 to December 31, 2023 by the SCAQMD. The SCAQMD processed the data for input to the model. The data was obtained at SCAQMD’s meteorological data files website2 (see Exhibit D). _______________
2 https://www.aqmd.gov/assets/aermet/AERMET_files_And_HRA_Tool.html. Accessed October 1, 2025.

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3.4 Estimation of Health Risks
Health risks from diesel particulate matter are twofold. First, diesel particulate matter is a carcinogen according to the State of California. Second, long-term chronic exposure to diesel particulate matter can cause health effects to the respiratory system. Each of these health risks is discussed below.

Cancer Risk Calculation Methodology
According to the Risk Assessment Guidelines: Guidance Manual for Preparation of Health Risk Assessments, released by the Office of Environmental Health Hazard Assessment (OEHHA) in February 2015 and formally adopted in March 2015, the residential inhalation dose for cancer risk assessment should be calculated using the following formula:
[Dose-air (mg/(Kg-day)]*Cancer Potency*[1x10-6] = Potential Cancer Risk Where:

Cancer Potency Factor = 1.1
Dose-inh = (C¬air * DBR * A * EF * ED *ASF*FAH* 10-6) / AT Where:

Cair [Concentration in air (µg/m3)] = (Calculated by AERMOD Model) DBR [Daily breathing rate (L/kg body weight – day)] = 261 for adults, 572 for children, and 1,090 for infants, and 361 for 3rd trimester per SCAQMD Risk Assessment Procedures for Rules 1401, 1401.1, and 212 guidance.

A [Inhalation absorption factor] = 1
EF [Exposure frequency (days/year)] = 350
ED [Exposure duration (years)] = 30 for adults (for an individual who is an adult at opening year), 14 for children (from 2-16 years), 14 for adults (from 16-30 years), 2 for infants, and 1 for 3rd Trimester
ASF [Age sensitivity factor) = 10 for 3rd trimester to 2 years of age, 3 for 2 to 16 years of age, and 1 for 16 to 30 years of age
FAH [Fraction of time spent at home] = 1 for 3rd trimester to 2 years of age, 1 for 2 to 16 years of age, and 0.73 for 16 to 30 years of age
106 [Micrograms to milligrams conversion]
AT [Average time period over which exposure is averaged in days] = 25,550 The model run results are shown in Appendix B.

Exhibit E illustrates the cancer risk to the most affected age-group: children (2-16 years).

Cancer Risk Without Mitigation
Table 4 shows the cancer risk for the unborn child during the 3rd trimester (0.25-Year), Table 5 shows the cancer risk to infants (0-2 years), Table 6 shows the cancer risk to children ages 2 to 16 years and Table 7 shows the cancer risk as that child becomes an adult (years 16-30).

The highest cancer risk corresponds to children 2-16 years (see Table 6), and is at receptor 1, Item Number: 1.

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with a maximum risk of 7.67 in one million. The maximum 3rd trimester (0.25-year) cancer risk is at receptor 1; with a maximum cancer risk of 0.29 in a million. The highest infant (0-2 years) cancer risk is at receptor 1; with a maximum risk of 6.96 in one million. The highest adult (16- 30 years) cancer risk at receptor 1 is 0.85 in one million. Therefore, no infants, children or adults, within their age brackets, are exposed to cancer risks in excess of 10 in a million.

The assessment of cancer-related health risk to sensitive receptors within the project vicinity is based on the following most-conservative scenario:

An unborn child in its 3rd trimester is potentially exposed to DPM emissions (via exposure of the mother) during the opening year. That child is born opening year and then remains at home for the entire first two years of life. From age 2 to 16, the child remains at home 100 percent of the time. From age 16 to 30, the child continues to live at home, growing into an adult that spends 73 percent of its time at home and lives there until age 30.

Based on the above, ultra-conservative assumptions, the 30.25-year, cumulative carcinogenic health risk (3rd trimester [-0.25 to 0 years] + infant [0-2 years] + child [2-16 years] + adult [16- 30 years]) to an individual born during the opening year of the project and located in the project vicinity for the entire 30-year duration, is a maximum of 15.78 in a million at receptor location 1, as shown in Table 8. Therefore, as the maximum incremental cancer risk (MICR) exceeds 10 in a million at the closest sensitive receptor location, the residence adjacent to the southeastern portion of the project site, mitigation measures are required.

Cancer Risk with Mitigation
Mitigation measures to reduce the DPM emissions from the project include the use of 350 electric trucks, reducing the total number of diesel trucks down from 960 to 610. Regarding onsite DPM emissions reductions, it is assumed that the warehouse would operate 30 electric forklifts and 6 electric holsters/yard goats. Please see mitigation measure HRA-1 in Section

4.0 Mitigation Measures, in this report.

With incorporation of mitigation, the cumulative carcinogenic health risk (3rd trimester [-0.25 to 0 years] + infant [0-2 years] + child [2-16 years] + adult [16-30 years]) to an individual born during the opening year of the project and located in the project vicinity for the entire 30-year duration, is now reduced to a maximum of 6.11 in a million at the receptor location 1, as shown in Table 9.
3 Therefore, as the maximum incremental cancer risk (MICR) no longer exceeds 10 in a million at the closest sensitive receptor location, the project is considered to be less than significant with mitigation.

Non-Cancer Risks Calculation Methodology
The relationship for non-cancer health effects is given by the equation:
3 The calculations for the mitigated scenarios are available in Appendix B.

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HIDPM = CDPM/RELDPM
Where,
HIDPM = Hazard Index; an expression of the potential for non-cancer health effects.

CDPM = Annual average diesel particulate matter concentration in µg/m3.

RELDPM = Reference Exposure Level (REL) for diesel particulate matter; the diesel particulate matter concentration at which no adverse health effects are anticipated.

Non-Cancer Risk Without Mitigation
The non-carcinogenic hazards to adult, child and infant receptors are also detailed in Table 4 through Tables 7 column (j). The RELDPM is 5 µg/m3. The Office of Environmental Health Hazard Assessment as protective for the respiratory system has established this concentration. Using the maximum DPM concentration from opening year (2028) emissions, the resulting Hazard Index is:

HIDPM = 0.0212/5 = 0.0042
The criterion for significance is a Hazard Index increase of 1.0 or greater. Therefore, the ongoing operations of the proposed project would result in a less than significant impact due to the non-cancer risk from diesel emissions from the project.

Cumulative Cancer Risk
In accordance with the SCAQMD methodology, projects that do not exceed the SCAQMD criteria or can be mitigated to less than criteria levels are not significant and do not add to the overall cumulative impact. This applies to TACs as well, as the SCAQMD does not have any cumulative TAC thresholds; therefore, projects that do not exceed the SCAQMD TAC threshold criteria or can be mitigated to less than criteria levels are not significant and do not add to the overall cumulative impact.

The project is located in an area with CalEnvironScreen 4.0 Percentile of 33 percent4, with the highest pollution burden coming from traffic and toxic releases. According to SCAQMD’s MATES-V study, the project area has an estimated, ambient cancer risk of 170 in one million. In comparison, the average cancer risk for Riverside County is 131 in one million. As detailed above, with the incorporation of mitigation measure HRA-1, the 30.25-year, cumulative carcinogenic health risk is a maximum of 6.11 in a million at the closest receptor within 1,000 feet of the project.
4 Obtained from the CalEEMod Output from the project-specific Air Quality and Greenhouse Gas Analysis (Terra Nova Planning & Research Inc., 2025)
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Therefore, with mitigation, the project-related diesel emissions would not exceed the SCAQMD MICR threshold of 10 in a million and the project would not be considered to be cumulatively significant for TACs.

Item Number: 1.

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4.0 MITIGATION MEASURES

HRA-1: To reduce cancer-related health impacts from the project to the residential dwelling located to the southeast of the project site, it is required that all on-site offroad equipment (forklifts and holsters/yard goats) shall be electric and that 350 of delivery trucks utilizing the project site shall be electric trucks. The project shall install electrical charging infrastructure to accommodate the electric vehicles.

Item Number: 1.

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5.0 REFERENCES

California Air Pollution Control Officers Association
2009 Health Risk Assessments for Proposed Land Use Projects California Air Resources Board
2008 Resolution 08-43
2008 Airborne Toxic Control Measure for in-use Diesel-Fueled Transport Refrigeration Units (TRU) and TRU Generator Sets, Section 2477 of Division 3, Chapter 9, Title 13, California Code of Regulations
2008 ARB Recommended Interim Risk Management Policy for Inhalation-Based Residential Cancer Risk – Frequently Asked Questions
2013 Almanac of Emissions and Air Quality.

Source: https://www.arb.ca.gov/aqd/almanac/almanac13/almanac13.htm Office of Environmental Health Hazard Assessment
2015 Air Toxics Hot Spots Program Risk Assessment Guidelines South Coast Air Quality Management District
2003 Health Risk Assessment Guidance for Analyzing Cancer Risks from Mobile Source Diesel Idling Emissions for CEQA Air Quality Analysis
2021 Final MATES-V Multiple Air Toxics Exposure Study in the South Coast Air Basin.

August.

Terra Nova Planning & Research, Inc.
2025 DHS Varner Road Air Quality and Greenhouse Gas Analysis.

Urban Crossroad
2025 Varner Road/West Drive Logistics. Traffic Analysis. March 4.

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U.S. Geological Survey
2011 Reported Historic Asbestos Mines, Historic Asbestos Prospects, and Other Natural Occurrences of Asbestos in California.

Item Number: 1.

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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected] Exhibits
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Exhibit A
Project Site Location
DHS Varner Road
Operational Health Risk Assessment (HRA) Analysis
Source: Terra Nova Planning & Research, Inc (2025)
Jackson Ave
I‐15
I‐215 SB
I‐215 NB
Murrieta Hot Springs Rd
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Exhibit B
Site Plan
DHS Varner Road
Operational Health Risk Assessment (HRA) Analysis
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Exhibit C
AEMOD Model Source & Receptor
Placement
DHS Varner Road
Operational Health Risk Assessment (HRA) Analysis
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Exhibit D
Wind Rose – Palm Springs Airport
DHS Varner Road
Operational Health Risk Assessment (HRA) Analysis
Direction (blowing from)
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Exhibit E
Modeled Study Area Highest Cancer Risk from
Annual DPM Emissions
DHS Varner Road
Operational Health Risk Assessment (HRA) Analysis
Unmitigated Cancer Risk, Children 2‐16 years :

Red = 10 in one million
Yellow = 5 in one million
Green = 2 in one million
Purple = 1 in one million
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Notes:

Source: Calculated from CalEEMod Annual Output PM-10 exhaust emissions for stationary sources and off-road equipment.

On-Site Travel (g/mi) Off-Site Travel (g/mi) Idling (g/hr)

0.03696 0.01599 0.79547

0.00490 0.00223 0.01466
Heavy Heavy Duty Truck 0.00513 0.00365 0.00546
Table 1
DPM Emissions Factors for the Proposed Project
Light Heavy Duty Truck 2
Medium Heavy Duty Truck
Diesel yard goats and diesel forklifts 1.07292E-8 g/m2
/sec
Emergency diesel fuel fire pumps and generators 1.4016E-8 g/m2 /sec
Vehicle Class
Annual Average (Opening Year 2028)
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Emission Source Type Geometric Configuration
On-Site Stationary Source Area Source
> Stack diameter: 0.1 meter (0.3 feet)
> Stack velocity: 51.9 mps (170 feet/sec)
> Stack temperature: 366 °k (200° F)
Idle time: 15 minutes per truck per day
Table 2
Summary of Emission Configurations
Relevant Assumptions
Off-Site Diesel Truck Traffic Line Sources
Stack release height: 3.5 m
Vehicle speed: 35 mph
Vehicle types: heavy-heavy-duty, medium-heavy-duty and light-heavyduty diesel delivery trucks Emission factor: CARB EMFAC2025
Length of the line sources: from Palm Drive westbound along Varner Road to West Drive, West Drive southbound to eastern project driveway, from West Drive along Varner Road to northern project driveway, from Varner Road southbound along Opalm Drive to the I-10 on ramps, northboud along Palm Drive from Varner Road, and eastbound along Varner Road from Palm Drive.

Assumes that release height is ~ 3 feet and that emergency pumps and emergency back-up generators will be in or adjacent to the building. Assumes forklifts and yard goats will be close to the warehouse building and in the truck parking area.

On-Site Diesel Truck Idling
On-Site Diesel Truck Traffic Line Sources
Stack release height: 3.5 m
Vehicle speed: 10 mph
Length of the line sources: from northern project driveway to building loop, from eastern project driveway to building loop, and the building loop.

Vehicle types: heavy-heavy-duty, medium-heavy-duty and light-heavyduty diesel delivery trucks Point Source located at
Entrance/Exit Gates and
Loading Docks
Stack release height: 3.5 m
Vehicle types: heavy-heavy-duty, medium-heavy-duty and light-heavyduty diesel delivery trucks Emission factor: CARB EMFAC2025
Stack release characteristics
Emission factor: CARB EMFAC2025
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Feature Option Selected
Terrain processing AERMAP - NED GEOTIFF 30 min
Emission source configuration See Table 2
Regulatory dispersion options Default
Land use Urban
Coordinate system UTM, Zone 11 north
Building downwash Included in calculations
Receptor height 0 meters above ground (per OEHHA methodology) Meteorological data SCAQMD Palm Springs Airport
Table 3
General Modeling Assumptions - AERMOD Model
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Weight CPF REL RfD
ID (ug/m3) (mg/m3) Fraction Contaminant (mg/kg/day) (ug/m3) (mg/kg/day) (a) (b) (c) (d) (e) (f) (g) (h) (i) (j)
1 0.0212 2.1E-05 1.00E+00 DPM 1.1E+00 0.29 5.0E+00 1.4E-03 0.0042 Notes:

OEHHA 95th percentile Exposure factors used to calculate TAC intake:

Exposure Frequency (days/year) 350
Exposure Duration (years) 0.25
361
10 Fraction of Time At Home (FAH) 1
Averaging Time (cancer) (days) 25550
Averaging Time (non-cancer) (days) 91.25
E= 10X, i.e. E-02 = 10-2
Table 4
Carcinogenic Risks and Non-Carcinogenic 3rd Trimester Exposure Scenario (0.25-Year) Daily Breathing Rate
Age Sensitivity Factor
Receptor Maximum Concentration
Carcinogenic Hazards Noncarcinogenic Hazards
RISK (per
million) Index
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Weight CPF REL RfD
ID (ug/m3) (mg/m3) Fraction Contaminant (mg/kg/day) (ug/m3) (mg/kg/day) (a) (b) (c) (d) (e) (f) (g) (h) (i) (j)
1 0.0212 2.1E-05 1.00E+00 DPM 1.1E+00 6.96 5.0E+00 1.4E-03 0.0042 Notes:

OEHHA 95th percentile Exposure factors used to calculate TAC intake Exposure Frequency (days/year) 350
Exposure Duration (years) 2
1090
10 Fraction of Time At Home (FAH) 1
Averaging Time (cancer) (days) 25550
Averaging Time (non-cancer) (days) 730
E= 10X, i.e. E-02 = 10-2
Table 5
Carcinogenic Risks and Non-Carcinogenic Infant Exposure Scenario (2-Year) Daily Breathing Rate
Age Sensitivity Factor
Receptor Maximum Concentration
Carcinogenic Hazards Noncarcinogenic Hazards
RISK (per
million) Index
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Weight CPF REL RfD
ID (ug/m3) (mg/m3) Fraction Contaminant (mg/kg/day) (ug/m3) (mg/kg/day) (a) (b) (c) (d) (e) (f) (g) (h) (i) (j)
1 0.0212 1.5E-03 1.00E+00 DPM 1.1E+00 7.67 5.0E+00 1.4E-03 0.0042 Notes:

OEHHA 95th percentile Exposure factors used to calculate TAC intake Exposure Frequency (days/year) 350
Exposure Duration (years) 14
572
3 Fraction of Time At Home (FAH) 1
Averaging Time (cancer) (days) 25550
Averaging Time (non-cancer) (days) 5110
E= 10X, i.e. E-02 = 10-2
Table 6
Carcinogenic Risks and Non-Carcinogenic Child Exposure Scenario (2-16 Years) Daily Breathing Rate
Age Sensitivity Factor
Receptor Maximum Concentration
Carcinogenic Hazards Noncarcinogenic Hazards
RISK (per
million) Index
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Receptor Weight CPF REL RfD
ID (ug/m3) (mg/m3) Fraction Contaminant (mg/kg/day) (ug/m3) (mg/kg/day) (a) (b) (c) (d) (e) (f) (g) (h) (i) (j)
1 0.0212 2.1E-05 1.00E+00 DPM 1.1E+00 0.85 5.0E+00 1.4E-03 0.0042 Notes:

OEHHA 95th percentile Exposure factors used to calculate TAC intake Exposure Frequency (days/year) 350
Exposure Duration (years) 14
261
1 Fraction of Time At Home (FAH) 0.73
Averaging Time (cancer) (days) 25550
Averaging Time (non-cancer) (days) 5110
E= 10X, i.e. E-02 = 10-2
Table 7
Carcinogenic Risks and Non-Carcinogenic Hazards Adult Exposure Scenario (16-30 Years) Concentration
Daily Breathing Rate
Age Sensitivity Factor
Maximum Carcinogenic Hazards Noncarcinogenic Hazards
RISK (per
million) Index
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Receptor ID Cumulative RISK (per million)
1 15.78
Table 8
Cumulative Carcinogenic Risk 30.25-Year Exposure Scenario DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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Receptor ID Mitigated Cumulative RISK (per million)
1 6.11
Table 9
Cumulative Carcinogenic Risk 30.25-Year Exposure Scenario, Mitigated
DHS Varner Road
Operational Health Risk Assessement Analysis
(HRA)
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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected] APPENDIX A:

Glossary
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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected] AQMP Air Quality Management Plan
BACT Best Available Control Technologies
CAAQS California Ambient Air Quality Standards
CalEPA California Environmental Protection Agency
CARB California Air Resources Board
CCAA California Clean Air Act
CCAR California Climate Action Registry
CEQA California Environmental Quality Act
DPM Diesel Particulate Matter
EPA U.S. Environmental Protection Agency
HIDPM Hazard Index Diesel Particulate Matter
MPO Metropolitan Planning Organization
NAAQS National Ambient Air Quality Standards
NOx Nitrogen Oxides
NO2 Nitrogen dioxide
N2O Nitrous oxide
OEHHA Office of Environmental Health Hazard
Assessment
O3 Ozone
OPR Governor’s Office of Planning and Research
PM Particle matter
PM10 Particles that are less than 10 micrometers in
diameter
PM2.5 Particles that are less than 2.5 micrometers in
diameter
PMI Point of maximum impact
PPM Parts per million
PPB Parts per billion
SIP State Implementation Plan
SCAQMD South Coast Air Quality Management District
SOx Sulfur Oxides
SSAB Salton Sea Air Basin
TAC Toxic air contaminants
VOC Volatile organic compounds
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KW Air Quality & Noise, LLC. ￭7404 Kingsley Way, Riverside, CA 92504 ￭ 951.212.3277 ￭ [email protected] APPENDIX B:

HRA Calculations & AERMOD Model Printouts
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Emission Assumptions DPM Emissions
DHS Varner Road Warehouse Project
Facility OperationsBuildout year: 2028Emission Factors
1) Onsite Vehicle Emissions
a) Truck
(1) EMFAC2025
(a) Annual Meteorology
Temperature: 69 degFRelative Humidity: 51%
(b) Calculations for Riverside County (SS)(c) Truck Mix 4+ axle heavy-heavy duty diesel trucks (HHDT)4 axle diesel trucks (MHDT)2 axle diesel trucks (LHDT2) (d) Onsite Truck Travel Speed: 10 mph(e) Off-site Truck Travel Speed: 35 mph(f) Idle speed: 0 mph(g) Truck Idle time: 15 minutes per truck per day 2) Other Parameters
(a) Width of Truck Source: 8.5 feet(b) Truck Operational Schedule 24 hours/day(c) Height of Truck: 13.5 feet(d) Release Height: 3.5 meters Item Number: 1.

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DHS Varner Road Warehouse Project Emission: DPM
Processes Modeled Build-out: 2028
Onsite delivery trafficTruck idlingOffsite delivery traffic Facilities in Operation
Location Truck type Daily trucks
Project Site HHDT 576
Project Site MHDT 221Project Site LHDT2 163Total 960Delivery Schedule:
24 hrs/day, 52 weeks/year
Emission Factors 1 Year (2028) Onsite Offsite
Exhaust Exhaust Idle
Vehicle Class (g/mi) (g/mi) (g/hr)HHDT 0.00513 0.00365 0.00546MHDT 0.00490 0.00223 0.01466LHDT2 0.03696 0.01599 0.79547 Onsite Roadway Links Modeled
Link Truck Type
Emission Factor
(g/mi)
Trips per day
(in and out) Length (m) Length (mi)
Daily Emissions
Over the Link
(g/day)
Emissions
Over the Link
(g/sec)
Emissions
Over Link
(lb/hr)
Daily
Emissions
(lbs/day)
Annual Avg
Emissions Over
Link (tons/yr)
Total Daily
Emissions for all
Vehicles (g/sec)
From northern project driveway to building loop HHDT 0.00513 576 229.3 0.14 4.21E-01 4.87E-06 3.34E+00 9.26E-04 1.69E-04From northern project driveway to building loop MHDT 0.00490 221 229.3 0.14 1.54E-01 1.78E-06 1.22E+00 3.40E-04 6.20E-05 6.63E-06 40% of trucksFrom northern project driveway to building loop LHDT2 0.03696 163 229.3 0.14 8.58E-01 9.93E-06 6.80E+00 1.89E-03 3.45E-04From eastern project driveway to building loop HHDT 0.00513 576 68.5 0.04 1.26E-01 1.45E-06 9.96E-01 2.77E-04 5.05E-05From eastern project driveway to building loop MHDT 0.00490 221 68.5 0.04 4.61E-02 5.33E-07 3.65E-01 1.01E-04 1.85E-05 2.97E-06 60% of trucksFrom eastern project driveway to building loop LHDT2 0.03696 163 68.5 0.04 2.56E-01 2.97E-06 2.03E+00 5.65E-04 1.03E-04Building loop HHDT 0.00513 576 1641.7 1.02 3.01E+00 3.49E-05 2.39E+01 6.63E-03 1.21E-03Building loop MHDT 0.00490 221 1641.7 1.02 1.10E+00 1.28E-05 8.75E+00 2.43E-03 4.44E-04 1.19E-04 100% of trucksBuilding loop LHDT2 0.03696 163 1641.7 1.02 6.14E+00 7.11E-05 4.87E+01 1.35E-02 2.47E-03 Truck Idling Idle time 15 minutes
Building/Location Truck Type
Emission Factor
(g/idle-hour)
Idling Time
(min) Daily Trucks
Total Emissions
(g/day)
Max Hourly
Emissions (g/sec)
Max Hourly
Emissions
(lb/hr)
Total Daily
Emissions
(lbs/day)
Total
Emissions
(tons/yr)
Total Emissions
(tons/yr)
At entrance/exit gates and truck loading area HHDT 0.00546 15 576 0.79 9.10E-06 7.22E-05 1.73E-03 3.16E-04At entrance/exit gates and truck loading area MHDT 0.01466 15 221 0.81 9.37E-06 7.43E-05 1.78E-03 3.26E-04 3.94E-04At entrance/exit gates and truck loading area LHDT2 0.79547 15 163 32.42 3.75E-04 2.97E-03 7.14E-02 1.30E-02 1.19E-05 per idling location (33 total)
Offsite Roadway Links Modeled
Link Truck Type
Emission Factor
(g/mi) Trips per day Length (m) Length (mi)
Daily Emissions
Over the Link
(g/day)
Emissions
Over the Link
(g/sec)
Max Hourly
Emissions
Over Link
(lb/hr)
Daily
Emissions
(lbs/day)
Annual Avg
Emissions Over
Link (tons/yr)
From Palm Drive westbound along Varner Road to West Drive HHDT 0.00365 576 815 0.51 1.06E+00 1.23E-05 8.43E+00 2.34E-03 4.28E-04 100% of trucksFrom Palm Drive westbound along Varner Road to West Drive MHDT 0.00223 221 815 0.51 2.49E-01 2.89E-06 1.98E+00 5.50E-04 1.00E-04 3.05E-05From Palm Drive westbound along Varner Road to West Drive LHDT2 0.01599 163 815 0.51 1.32E+00 1.53E-05 1.05E+01 2.91E-03 5.30E-04West Drive southbound to eastern project driveway HHDT 0.00365 576 274.4 0.17 3.58E-01 4.14E-06 2.84E+00 7.89E-04 1.44E-04 60% of trucksWest Drive southbound to eastern project driveway MHDT 0.00223 221 274.4 0.17 8.40E-02 9.72E-07 6.66E-01 1.85E-04 3.38E-05 6.15E-06West Drive southbound to eastern project driveway LHDT2 0.01599 163 274.4 0.17 4.44E-01 5.14E-06 3.52E+00 9.78E-04 1.79E-04From West Drive along Varner Road to northern project driveway HHDT 0.00365 576 731.2 0.45 9.54E-01 1.10E-05 7.57E+00 2.10E-03 3.84E-04 40% of trucksFrom West Drive along Varner Road to northern project driveway MHDT 0.00223 221 731.2 0.45 2.24E-01 2.59E-06 1.77E+00 4.93E-04 9.00E-05 1.09E-05From West Drive along Varner Road to northern project driveway LHDT2 0.01599 163 731.2 0.45 1.18E+00 1.37E-05 9.38E+00 2.61E-03 4.76E-04From Varner Road southbound along Palm Drive to the I-10 onramps HHDT 0.00365 576 1233.7 0.77 1.61E+00 1.86E-05 1.28E+01 3.55E-03 6.47E-04 96% of trucksFrom Varner Road southbound along Palm Drive to the I-10 onramps MHDT 0.00223 221 1233.7 0.77 3.78E-01 4.37E-06 2.99E+00 8.32E-04 1.52E-04 4.43E-05From Varner Road southbound along Palm Drive to the I-10 onramps LHDT2 0.01599 163 1233.7 0.77 2.00E+00 2.31E-05 1.58E+01 4.40E-03 8.03E-04Northbound along Palm Drive from Varner Road HHDT 0.00365 576 1323.8 0.82 1.73E+00 2.00E-05 1.37E+01 3.81E-03 6.95E-04 2% of trucksNorthbound along Palm Drive from Varner Road MHDT 0.00223 221 1323.8 0.82 4.05E-01 4.69E-06 3.21E+00 8.93E-04 1.63E-04 9.90E-07Northbound along Palm Drive from Varner Road LHDT2 0.01599 163 1323.8 0.82 2.14E+00 2.48E-05 1.70E+01 4.72E-03 8.61E-04Eastbound along Varner Road from Palm Drive HHDT 0.00365 576 335.5 0.21 4.38E-01 5.07E-06 3.47E+00 9.64E-04 1.76E-04 2% of trucksEastbound along Varner Road from Palm Drive MHDT 0.00223 221 335.5 0.21 1.03E-01 1.19E-06 8.14E-01 2.26E-04 4.13E-05 2.51E-07Eastbound along Varner Road from Palm Drive LHDT2 0.01599 163 335.5 0.21 5.43E-01 6.29E-06 4.31E+00 1.20E-03 2.18E-04 Item Number: 1.

Page 546 of 2902 ends

calendar_y season_month sub_area vehicle_class fuel temperature relative_humidity process speed_time pollutant emission_rate 2028 Annual Riverside (SS) MHDT Dsl IDLEX PM2_5 0.014025 2028 Annual Riverside (SS) MHDT Dsl IDLEX PM10 0.014659 2028 Annual Riverside (SS) MHDT Dsl IDLEX CH4 0.024761
2028 Annual Riverside (SS) MHDT Dsl IDLEX CO2 6004.529
2028 Annual Riverside (SS) MHDT Dsl IDLEX ROG 0.533103
2028 Annual Riverside (SS) MHDT Dsl IDLEX TOG 0.606897
2028 Annual Riverside (SS) MHDT Dsl IDLEX PM 0.014747
2028 Annual Riverside (SS) MHDT Dsl IDLEX SOx 0.019859
2028 Annual Riverside (SS) MHDT Dsl IDLEX NOx 17.83911
2028 Annual Riverside (SS) MHDT Dsl IDLEX CO 20.84055
2028 Annual Riverside (SS) MHDT Dsl IDLEX HC 0.420959
2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 PM2_5 0.002133 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 PM10 0.00223 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 CH4 0.000317 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 CO2 1009.466 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 ROG 0.006832 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 TOG 0.007778 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 PM 0.002243 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 SOx 0.003339 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 NOx 0.426477 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 CO 0.052158 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 35 HC 0.005395 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 PM2_5 0.004686 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 PM10 0.004898 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 CH4 0.002424 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 CO2 1902.221 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 ROG 0.052181 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 TOG 0.059404 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 PM 0.004928 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 SOx 0.006291 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 NOx 1.017543 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 CO 0.211553 2028 Annual Riverside (SS) MHDT Dsl 69 51 RUNEX 10 HC 0.041204 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX PM2_5 0.761055 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX PM10 0.795466 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX CH4 0.147383 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX CO2 5566.291 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX ROG 3.173065 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX TOG 3.612324 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX PM 0.800268
2028 Annual Riverside (SS) LHDT2 Dsl IDLEX SOx 0.018416 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX NOx 36.54501 2028 Annual Riverside (SS) LHDT2 Dsl IDLEX CO 26.3
2028 Annual Riverside (SS) LHDT2 Dsl IDLEX HC 2.5056
2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 PM2_5 0.015294 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 PM10 0.015985 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 CH4 0.004369 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 CO2 568.1483 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 ROG 0.094057 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 TOG 0.107078 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 PM 0.016082 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 SOx 0.00188 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 NOx 0.446905 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 CO 0.175429 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 35 HC 0.074272 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 PM2_5 0.035359 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 PM10 0.036958 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 CH4 0.008767 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 CO2 1122.667 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 ROG 0.188749 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 TOG 0.214878 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 PM 0.037181 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 SOx 0.003714 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 NOx 0.732177 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 CO 0.536794 2028 Annual Riverside (SS) LHDT2 Dsl 69 51 RUNEX 10 HC 0.149045 2028 Annual Riverside (SS) HHDT Dsl IDLEX PM2_5 0.005225 2028 Annual Riverside (SS) HHDT Dsl IDLEX PM10 0.005462 2028 Annual Riverside (SS) HHDT Dsl IDLEX CH4 0.109767
Item Number: 1.

Page 547 of 2902 ends

2028 Annual Riverside (SS) HHDT Dsl IDLEX CO2 5011.948
2028 Annual Riverside (SS) HHDT Dsl IDLEX ROG 2.363253
2028 Annual Riverside (SS) HHDT Dsl IDLEX TOG 2.690383
2028 Annual Riverside (SS) HHDT Dsl IDLEX PM 0.005495
2028 Annual Riverside (SS) HHDT Dsl IDLEX SOx 0.016576
2028 Annual Riverside (SS) HHDT Dsl IDLEX NOx 10.18158
2028 Annual Riverside (SS) HHDT Dsl IDLEX CO 34.88993
2028 Annual Riverside (SS) HHDT Dsl IDLEX HC 1.866119
2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 PM2_5 0.00349 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 PM10 0.003647 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 CH4 0.000433 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 CO2 1379.414 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 ROG 0.009328 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 TOG 0.010619 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 PM 0.003669 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 SOx 0.004562 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 NOx 0.861254 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 CO 0.106623 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 35 HC 0.007366 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 PM2_5 0.004905 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 PM10 0.005126 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 CH4 0.002961 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 CO2 2315.237 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 ROG 0.063749 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 TOG 0.072574 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 PM 0.005157 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 SOx 0.007657 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 NOx 2.233215 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 CO 0.613411 2028 Annual Riverside (SS) HHDT Dsl 69 51 RUNEX 10 HC 0.050339 Item Number: 1.

Page 548 of 2902 ends

DHS Varner Road SP - Stationary and Offroad Source Annual Average Emissions 2028 Estimate of Annual Stationary Source DPM Emissions (as PM10 exhaust)

0.0779 tons/year for forklifts/yard goats
Total Annual PM10 Exhaust Emissions During Operationas estimated in the CalEEMod model. 0.0779 tons/year Average Emissions 0.002242935 grams/sec
Total size of the emission source from AERMOD 209050.4 meters squaredAverage area source emission 1.07292E-08 grams/m2-sec Item Number: 1.

Page 549 of 2902 ends

DHS Varner Road SP - Stationary and Offroad Source Annual Average Emissions 2028 Estimate of Annual Stationary Source DPM Emissions (as PM10 exhaust)

0.0494 tons/year for emergency pumps/generators
Total Annual PM10 Exhaust Emissions During Operationas estimated in the CalEEMod model. 0.0494 tons/year Average Emissions 0.001422349 grams/sec
Total size of the emission source from AERMOD 101480.6 meters squaredAverage area source emission 1.4016E-08 grams/m2-sec Item Number: 1.

Page 550 of 2902 ends

** Lakes Environmental AERMOD MPI
********************************************** AERMOD Input Produced by:
** AERMOD View Ver. 13.0.0
** Lakes Environmental Software Inc.** Date: 9/25/2025
** File: C:\Lakes\AERMOD View\DHS Varner Road OG\DHS Varner Road OG.ADI **************************************************************************************** AERMOD Control Pathway********************************************CO STARTING TITLEONE DHS Varner Road Warehouse
TITLETWO Operational DPM concentrations 2028

MODELOPT DFAULT CONCAVERTIME PERIOD
URBANOPT 2492442 Riverside_County

POLLUTID DPM

RUNORNOT RUN
ERRORFIL "DHS Varner Road OG.err"
CO FINISHED******************************************** AERMOD Source Pathway********************************************SO STARTING** Source Location **** Source ID ‐ Type ‐ X Coord. ‐ Y Coord. ** ** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE1
** DESCRSRC From northern project driveway to building loop ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 6.63E‐06
** Elevated** Vertical Dimension = 7.00
** SZINIT = 1.63
** Nodes = 12
** 544550.620, 3750588.161, 200.19, 3.50, 4.00
Item Number: 1.

Page 551 of 2902 ends

** 544541.164, 3750554.633, 199.54, 3.50, 4.00
** 544534.286, 3750526.694, 199.12, 3.50, 4.00** 544528.698, 3750503.483, 198.61, 3.50, 4.00** 544525.690, 3750490.587, 198.22, 3.50, 4.00** 544523.540, 3750481.991, 198.09, 3.50, 4.00** 544521.391, 3750472.534, 198.05, 3.50, 4.00** 544521.391, 3750466.946, 197.96, 3.50, 4.00** 544522.251, 3750464.367, 197.88, 3.50, 4.00** 544524.400, 3750458.349, 197.74, 3.50, 4.00** 544531.991, 3750446.351, 197.69, 3.50, 4.00 ** 544584.250, 3750384.365, 196.97, 3.50, 4.00** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0002555 VOLUME 544549.454 3750584.027 199.92
LOCATION L0002556 VOLUME 544547.122 3750575.759 199.77
LOCATION L0002557 VOLUME 544544.790 3750567.490 199.63
LOCATION L0002558 VOLUME 544542.458 3750559.222 199.49
LOCATION L0002559 VOLUME 544540.250 3750550.921 199.35
LOCATION L0002560 VOLUME 544538.197 3750542.579 199.21
LOCATION L0002561 VOLUME 544536.143 3750534.238 199.07LOCATION L0002562 VOLUME 544534.094 3750525.895 198.92 LOCATION L0002563 VOLUME 544532.083 3750517.543 198.78
LOCATION L0002564 VOLUME 544530.073 3750509.190 198.64
LOCATION L0002565 VOLUME 544528.080 3750500.834 198.48
LOCATION L0002566 VOLUME 544526.128 3750492.468 198.32
LOCATION L0002567 VOLUME 544524.074 3750484.126 198.16
LOCATION L0002568 VOLUME 544522.124 3750475.760 198.05
LOCATION L0002569 VOLUME 544521.391 3750467.252 197.94LOCATION L0002570 VOLUME 544524.123 3750459.125 197.81 LOCATION L0002571 VOLUME 544528.553 3750451.785 197.74
LOCATION L0002572 VOLUME 544533.384 3750444.699 197.67
LOCATION L0002573 VOLUME 544538.921 3750438.131 197.61
LOCATION L0002574 VOLUME 544544.459 3750431.563 197.53
LOCATION L0002575 VOLUME 544549.996 3750424.995 197.45
LOCATION L0002576 VOLUME 544555.533 3750418.427 197.38
LOCATION L0002577 VOLUME 544561.071 3750411.859 197.30
LOCATION L0002578 VOLUME 544566.608 3750405.291 197.22
LOCATION L0002579 VOLUME 544572.145 3750398.723 197.13
LOCATION L0002580 VOLUME 544577.683 3750392.155 197.03
LOCATION L0002581 VOLUME 544583.220 3750385.587 196.97
** End of LINE VOLUME Source ID = SLINE1
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE2
** DESCRSRC From eastern project driveway to building loop ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 2.97E‐06
** Elevated** Vertical Dimension = 7.00
Item Number: 1.

Page 552 of 2902 ends

** SZINIT = 1.63
** Nodes = 4
** 545245.613, 3750127.187, 193.91, 3.50, 4.00
** 545228.663, 3750127.050, 193.96, 3.50, 4.00** 545188.562, 3750127.325, 193.82, 3.50, 4.00** 545177.399, 3750129.944, 193.86, 3.50, 4.00** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0002582 VOLUME 545241.318 3750127.153 193.87
LOCATION L0002583 VOLUME 545232.727 3750127.083 193.82
LOCATION L0002584 VOLUME 545224.136 3750127.081 193.78
LOCATION L0002585 VOLUME 545215.546 3750127.140 193.76
LOCATION L0002586 VOLUME 545206.955 3750127.199 193.78
LOCATION L0002587 VOLUME 545198.365 3750127.258 193.80
LOCATION L0002588 VOLUME 545189.774 3750127.317 193.78
LOCATION L0002589 VOLUME 545181.378 3750129.010 193.74
** End of LINE VOLUME Source ID = SLINE2
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3
** DESCRSRC Building loop
** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 0.000119
** Elevated** Building Height = 18.29
** SZINIT = 8.51
** Nodes = 29
** 544916.123, 3750456.243, 198.52, 3.50, 4.00
** 545215.928, 3750376.770, 197.45, 3.50, 4.00** 545225.032, 3750373.230, 197.30, 3.50, 4.00** 545229.078, 3750368.172, 197.33, 3.50, 4.00 ** 545229.583, 3750361.092, 197.33, 3.50, 4.00** 545228.572, 3750353.000, 197.31, 3.50, 4.00** 545173.445, 3750140.584, 193.86, 3.50, 4.00** 545169.399, 3750137.043, 193.84, 3.50, 4.00** 545165.859, 3750133.503, 193.81, 3.50, 4.00** 545159.790, 3750133.503, 193.81, 3.50, 4.00** 544804.752, 3750225.044, 195.37, 3.50, 4.00** 544784.016, 3750237.182, 195.21, 3.50, 4.00** 544636.842, 3750326.700, 196.40, 3.50, 4.00 ** 544624.704, 3750335.804, 196.39, 3.50, 4.00** 544617.118, 3750343.390, 196.44, 3.50, 4.00** 544592.336, 3750376.264, 197.01, 3.50, 4.00** 544594.359, 3750381.322, 197.08, 3.50, 4.00** 544601.439, 3750388.908, 197.13, 3.50, 4.00** 544614.083, 3750401.046, 197.42, 3.50, 4.00** 544617.118, 3750406.609, 197.51, 3.50, 4.00** 544618.635, 3750411.161, 197.56, 3.50, 4.00** 544627.738, 3750445.046, 198.00, 3.50, 4.00 Item Number: 1.

Page 553 of 2902 ends

** 544640.382, 3750494.104, 198.64, 3.50, 4.00
** 544645.440, 3750510.794, 198.92, 3.50, 4.00** 544647.463, 3750517.369, 198.92, 3.50, 4.00** 544651.509, 3750522.426, 198.90, 3.50, 4.00** 544657.072, 3750523.438, 198.90, 3.50, 4.00** 544662.129, 3750523.438, 198.89, 3.50, 4.00** 544915.747, 3750456.355, 198.52, 3.50, 4.00** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0002590 VOLUME 544920.275 3750455.143 198.58
LOCATION L0002591 VOLUME 544928.579 3750452.942 198.55
LOCATION L0002592 VOLUME 544936.883 3750450.740 198.53
LOCATION L0002593 VOLUME 544945.187 3750448.539 198.53
LOCATION L0002594 VOLUME 544953.491 3750446.338 198.51
LOCATION L0002595 VOLUME 544961.795 3750444.137 198.49
LOCATION L0002596 VOLUME 544970.099 3750441.935 198.45
LOCATION L0002597 VOLUME 544978.403 3750439.734 198.40
LOCATION L0002598 VOLUME 544986.707 3750437.533 198.36
LOCATION L0002599 VOLUME 544995.011 3750435.332 198.31
LOCATION L0002600 VOLUME 545003.315 3750433.130 198.28LOCATION L0002601 VOLUME 545011.619 3750430.929 198.25 LOCATION L0002602 VOLUME 545019.923 3750428.728 198.13
LOCATION L0002603 VOLUME 545028.227 3750426.527 198.01
LOCATION L0002604 VOLUME 545036.531 3750424.325 197.90
LOCATION L0002605 VOLUME 545044.835 3750422.124 197.71
LOCATION L0002606 VOLUME 545053.139 3750419.923 197.50
LOCATION L0002607 VOLUME 545061.443 3750417.721 197.30
LOCATION L0002608 VOLUME 545069.747 3750415.520 197.29LOCATION L0002609 VOLUME 545078.051 3750413.319 197.33 LOCATION L0002610 VOLUME 545086.355 3750411.118 197.36
LOCATION L0002611 VOLUME 545094.659 3750408.916 197.45
LOCATION L0002612 VOLUME 545102.963 3750406.715 197.57
LOCATION L0002613 VOLUME 545111.267 3750404.514 197.69
LOCATION L0002614 VOLUME 545119.571 3750402.313 197.75
LOCATION L0002615 VOLUME 545127.875 3750400.111 197.79
LOCATION L0002616 VOLUME 545136.179 3750397.910 197.84
LOCATION L0002617 VOLUME 545144.483 3750395.709 197.78
LOCATION L0002618 VOLUME 545152.787 3750393.508 197.59
LOCATION L0002619 VOLUME 545161.091 3750391.306 197.39
LOCATION L0002620 VOLUME 545169.395 3750389.105 197.27
LOCATION L0002621 VOLUME 545177.699 3750386.904 197.27
LOCATION L0002622 VOLUME 545186.003 3750384.703 197.27
LOCATION L0002623 VOLUME 545194.307 3750382.501 197.28
LOCATION L0002624 VOLUME 545202.611 3750380.300 197.32
LOCATION L0002625 VOLUME 545210.915 3750378.099 197.36
LOCATION L0002626 VOLUME 545219.101 3750375.536 197.40
LOCATION L0002627 VOLUME 545226.423 3750371.490 197.44
LOCATION L0002628 VOLUME 545229.387 3750363.842 197.39
LOCATION L0002629 VOLUME 545228.860 3750355.303 197.29
LOCATION L0002630 VOLUME 545226.997 3750346.931 197.17
LOCATION L0002631 VOLUME 545224.839 3750338.616 197.06
Item Number: 1.

Page 554 of 2902 ends

LOCATION L0002632 VOLUME 545222.681 3750330.301 196.95
LOCATION L0002633 VOLUME 545220.523 3750321.985 196.83
LOCATION L0002634 VOLUME 545218.365 3750313.670 196.70
LOCATION L0002635 VOLUME 545216.207 3750305.355 196.56
LOCATION L0002636 VOLUME 545214.049 3750297.039 196.41
LOCATION L0002637 VOLUME 545211.891 3750288.724 196.28
LOCATION L0002638 VOLUME 545209.733 3750280.409 196.15
LOCATION L0002639 VOLUME 545207.575 3750272.093 196.03
LOCATION L0002640 VOLUME 545205.417 3750263.778 195.92
LOCATION L0002641 VOLUME 545203.259 3750255.463 195.80
LOCATION L0002642 VOLUME 545201.101 3750247.147 195.69
LOCATION L0002643 VOLUME 545198.943 3750238.832 195.59
LOCATION L0002644 VOLUME 545196.785 3750230.517 195.45
LOCATION L0002645 VOLUME 545194.627 3750222.201 195.31
LOCATION L0002646 VOLUME 545192.469 3750213.886 195.16
LOCATION L0002647 VOLUME 545190.311 3750205.571 195.00
LOCATION L0002648 VOLUME 545188.153 3750197.255 194.82LOCATION L0002649 VOLUME 545185.995 3750188.940 194.64 LOCATION L0002650 VOLUME 545183.837 3750180.625 194.46
LOCATION L0002651 VOLUME 545181.678 3750172.309 194.31
LOCATION L0002652 VOLUME 545179.520 3750163.994 194.18
LOCATION L0002653 VOLUME 545177.362 3750155.679 194.06
LOCATION L0002654 VOLUME 545175.204 3750147.363 193.95
LOCATION L0002655 VOLUME 545172.251 3750139.539 193.83
LOCATION L0002656 VOLUME 545166.004 3750133.648 193.71
LOCATION L0002657 VOLUME 545157.547 3750134.081 193.74
LOCATION L0002658 VOLUME 545149.228 3750136.226 193.80
LOCATION L0002659 VOLUME 545140.909 3750138.371 193.86
LOCATION L0002660 VOLUME 545132.591 3750140.516 193.94
LOCATION L0002661 VOLUME 545124.272 3750142.661 194.02
LOCATION L0002662 VOLUME 545115.953 3750144.806 194.10
LOCATION L0002663 VOLUME 545107.634 3750146.951 194.08
LOCATION L0002664 VOLUME 545099.316 3750149.095 194.06
LOCATION L0002665 VOLUME 545090.997 3750151.240 194.04LOCATION L0002666 VOLUME 545082.678 3750153.385 194.01 LOCATION L0002667 VOLUME 545074.359 3750155.530 193.98
LOCATION L0002668 VOLUME 545066.041 3750157.675 193.95
LOCATION L0002669 VOLUME 545057.722 3750159.820 193.81
LOCATION L0002670 VOLUME 545049.403 3750161.965 193.65
LOCATION L0002671 VOLUME 545041.084 3750164.109 193.49
LOCATION L0002672 VOLUME 545032.766 3750166.254 193.51
LOCATION L0002673 VOLUME 545024.447 3750168.399 193.61
LOCATION L0002674 VOLUME 545016.128 3750170.544 193.72
LOCATION L0002675 VOLUME 545007.809 3750172.689 193.79
LOCATION L0002676 VOLUME 544999.491 3750174.834 193.83
LOCATION L0002677 VOLUME 544991.172 3750176.979 193.88
LOCATION L0002678 VOLUME 544982.853 3750179.123 193.94
LOCATION L0002679 VOLUME 544974.534 3750181.268 194.02
LOCATION L0002680 VOLUME 544966.216 3750183.413 194.10
LOCATION L0002681 VOLUME 544957.897 3750185.558 194.19
Item Number: 1.

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LOCATION L0002682 VOLUME 544949.578 3750187.703 194.30
LOCATION L0002683 VOLUME 544941.260 3750189.848 194.40
LOCATION L0002684 VOLUME 544932.941 3750191.993 194.48
LOCATION L0002685 VOLUME 544924.622 3750194.137 194.53
LOCATION L0002686 VOLUME 544916.303 3750196.282 194.58
LOCATION L0002687 VOLUME 544907.985 3750198.427 194.62
LOCATION L0002688 VOLUME 544899.666 3750200.572 194.60
LOCATION L0002689 VOLUME 544891.347 3750202.717 194.60
LOCATION L0002690 VOLUME 544883.028 3750204.862 194.61
LOCATION L0002691 VOLUME 544874.710 3750207.007 194.68
LOCATION L0002692 VOLUME 544866.391 3750209.151 194.75
LOCATION L0002693 VOLUME 544858.072 3750211.296 194.83
LOCATION L0002694 VOLUME 544849.753 3750213.441 194.89
LOCATION L0002695 VOLUME 544841.435 3750215.586 194.96
LOCATION L0002696 VOLUME 544833.116 3750217.731 195.04
LOCATION L0002697 VOLUME 544824.797 3750219.876 195.12
LOCATION L0002698 VOLUME 544816.478 3750222.021 195.21LOCATION L0002699 VOLUME 544808.160 3750224.165 195.29 LOCATION L0002700 VOLUME 544800.375 3750227.606 195.29
LOCATION L0002701 VOLUME 544792.961 3750231.946 195.29
LOCATION L0002702 VOLUME 544785.547 3750236.286 195.27
LOCATION L0002703 VOLUME 544778.192 3750240.725 195.26
LOCATION L0002704 VOLUME 544770.852 3750245.189 195.29
LOCATION L0002705 VOLUME 544763.513 3750249.653 195.32
LOCATION L0002706 VOLUME 544756.173 3750254.118 195.37
LOCATION L0002707 VOLUME 544748.833 3750258.582 195.46
LOCATION L0002708 VOLUME 544741.493 3750263.046 195.56
LOCATION L0002709 VOLUME 544734.154 3750267.511 195.65
LOCATION L0002710 VOLUME 544726.814 3750271.975 195.71
LOCATION L0002711 VOLUME 544719.474 3750276.439 195.74
LOCATION L0002712 VOLUME 544712.135 3750280.904 195.77
LOCATION L0002713 VOLUME 544704.795 3750285.368 195.80
LOCATION L0002714 VOLUME 544697.455 3750289.832 195.83
LOCATION L0002715 VOLUME 544690.116 3750294.297 195.88LOCATION L0002716 VOLUME 544682.776 3750298.761 195.93 LOCATION L0002717 VOLUME 544675.436 3750303.226 195.98
LOCATION L0002718 VOLUME 544668.096 3750307.690 196.03
LOCATION L0002719 VOLUME 544660.757 3750312.154 196.09
LOCATION L0002720 VOLUME 544653.417 3750316.619 196.14
LOCATION L0002721 VOLUME 544646.077 3750321.083 196.23
LOCATION L0002722 VOLUME 544638.738 3750325.547 196.34
LOCATION L0002723 VOLUME 544631.744 3750330.524 196.45
LOCATION L0002724 VOLUME 544624.872 3750335.678 196.55
LOCATION L0002725 VOLUME 544618.778 3750341.730 196.60
LOCATION L0002726 VOLUME 544613.359 3750348.376 196.67
LOCATION L0002727 VOLUME 544608.188 3750355.236 196.74
LOCATION L0002728 VOLUME 544603.017 3750362.095 196.79
LOCATION L0002729 VOLUME 544597.845 3750368.955 196.85
LOCATION L0002730 VOLUME 544592.674 3750375.815 196.91
LOCATION L0002731 VOLUME 544596.120 3750383.209 197.04
Item Number: 1.

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LOCATION L0002732 VOLUME 544602.013 3750389.459 197.17
LOCATION L0002733 VOLUME 544608.210 3750395.408 197.27
LOCATION L0002734 VOLUME 544614.298 3750401.441 197.36
LOCATION L0002735 VOLUME 544617.972 3750409.174 197.47
LOCATION L0002736 VOLUME 544620.320 3750417.435 197.59
LOCATION L0002737 VOLUME 544622.549 3750425.732 197.70
LOCATION L0002738 VOLUME 544624.778 3750434.028 197.81
LOCATION L0002739 VOLUME 544627.007 3750442.325 197.92
LOCATION L0002740 VOLUME 544629.179 3750450.636 198.03
LOCATION L0002741 VOLUME 544631.323 3750458.955 198.17
LOCATION L0002742 VOLUME 544633.467 3750467.274 198.30
LOCATION L0002743 VOLUME 544635.611 3750475.593 198.44
LOCATION L0002744 VOLUME 544637.755 3750483.912 198.57
LOCATION L0002745 VOLUME 544639.899 3750492.231 198.69
LOCATION L0002746 VOLUME 544642.313 3750500.475 198.80
LOCATION L0002747 VOLUME 544644.804 3750508.696 198.92
LOCATION L0002748 VOLUME 544647.321 3750516.910 199.00LOCATION L0002749 VOLUME 544653.116 3750522.719 199.03 LOCATION L0002750 VOLUME 544661.642 3750523.438 199.05
LOCATION L0002751 VOLUME 544669.963 3750521.366 199.04
LOCATION L0002752 VOLUME 544678.269 3750519.169 199.01
LOCATION L0002753 VOLUME 544686.574 3750516.972 198.99
LOCATION L0002754 VOLUME 544694.879 3750514.776 198.96
LOCATION L0002755 VOLUME 544703.184 3750512.579 198.92
LOCATION L0002756 VOLUME 544711.489 3750510.382 198.98
LOCATION L0002757 VOLUME 544719.794 3750508.185 199.05
LOCATION L0002758 VOLUME 544728.100 3750505.988 199.12
LOCATION L0002759 VOLUME 544736.405 3750503.792 199.10
LOCATION L0002760 VOLUME 544744.710 3750501.595 199.06
LOCATION L0002761 VOLUME 544753.015 3750499.398 199.02
LOCATION L0002762 VOLUME 544761.320 3750497.201 198.99
LOCATION L0002763 VOLUME 544769.626 3750495.005 198.95
LOCATION L0002764 VOLUME 544777.931 3750492.808 198.92
LOCATION L0002765 VOLUME 544786.236 3750490.611 198.92LOCATION L0002766 VOLUME 544794.541 3750488.414 198.93 LOCATION L0002767 VOLUME 544802.846 3750486.218 198.94
LOCATION L0002768 VOLUME 544811.151 3750484.021 198.99
LOCATION L0002769 VOLUME 544819.457 3750481.824 199.05
LOCATION L0002770 VOLUME 544827.762 3750479.627 199.12
LOCATION L0002771 VOLUME 544836.067 3750477.430 199.12
LOCATION L0002772 VOLUME 544844.372 3750475.234 199.06
LOCATION L0002773 VOLUME 544852.677 3750473.037 198.99
LOCATION L0002774 VOLUME 544860.983 3750470.840 198.94
LOCATION L0002775 VOLUME 544869.288 3750468.643 198.89
LOCATION L0002776 VOLUME 544877.593 3750466.447 198.84
LOCATION L0002777 VOLUME 544885.898 3750464.250 198.79
LOCATION L0002778 VOLUME 544894.203 3750462.053 198.73
LOCATION L0002779 VOLUME 544902.508 3750459.856 198.66
LOCATION L0002780 VOLUME 544910.814 3750457.660 198.61
** End of LINE VOLUME Source ID = SLINE3
Item Number: 1.

Page 557 of 2902 ends

** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ** Line Source Represented by Adjacent Volume Sources
** LINE VOLUME Source ID = SLINE4
** DESCRSRC From Palm Drive westbound along Varner Road to West Drive ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 0.0000305 ** Elevated** Vertical Dimension = 7.00
** SZINIT = 1.63
** Nodes = 6
** 546059.403, 3750220.428, 192.02, 3.50, 4.00
** 545355.753, 3750397.668, 197.40, 3.50, 4.00** 545325.565, 3750404.284, 197.88, 3.50, 4.00** 545299.651, 3750409.660, 198.17, 3.50, 4.00** 545275.805, 3750414.209, 198.38, 3.50, 4.00** 545268.085, 3750415.036, 198.44, 3.50, 4.00** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0002781 VOLUME 546055.238 3750221.477 192.25
LOCATION L0002782 VOLUME 546046.907 3750223.575 192.30
LOCATION L0002783 VOLUME 546038.577 3750225.674 192.36
LOCATION L0002784 VOLUME 546030.246 3750227.772 192.45
LOCATION L0002785 VOLUME 546021.916 3750229.871 192.54
LOCATION L0002786 VOLUME 546013.585 3750231.969 192.63
LOCATION L0002787 VOLUME 546005.255 3750234.067 192.77
LOCATION L0002788 VOLUME 545996.924 3750236.166 192.92
LOCATION L0002789 VOLUME 545988.593 3750238.264 193.07
LOCATION L0002790 VOLUME 545980.263 3750240.362 193.17
LOCATION L0002791 VOLUME 545971.932 3750242.461 193.27
LOCATION L0002792 VOLUME 545963.602 3750244.559 193.36
LOCATION L0002793 VOLUME 545955.271 3750246.657 193.41
LOCATION L0002794 VOLUME 545946.940 3750248.756 193.45
LOCATION L0002795 VOLUME 545938.610 3750250.854 193.50
LOCATION L0002796 VOLUME 545930.279 3750252.952 193.48
LOCATION L0002797 VOLUME 545921.949 3750255.051 193.46
LOCATION L0002798 VOLUME 545913.618 3750257.149 193.44
LOCATION L0002799 VOLUME 545905.287 3750259.248 193.43LOCATION L0002800 VOLUME 545896.957 3750261.346 193.41 LOCATION L0002801 VOLUME 545888.626 3750263.444 193.39
LOCATION L0002802 VOLUME 545880.296 3750265.543 193.43
LOCATION L0002803 VOLUME 545871.965 3750267.641 193.52
LOCATION L0002804 VOLUME 545863.634 3750269.739 193.60
LOCATION L0002805 VOLUME 545855.304 3750271.838 193.70
LOCATION L0002806 VOLUME 545846.973 3750273.936 193.82
LOCATION L0002807 VOLUME 545838.643 3750276.034 193.94
LOCATION L0002808 VOLUME 545830.312 3750278.133 194.04LOCATION L0002809 VOLUME 545821.982 3750280.231 194.12 LOCATION L0002810 VOLUME 545813.651 3750282.329 194.20
LOCATION L0002811 VOLUME 545805.320 3750284.428 194.27
Item Number: 1.

Page 558 of 2902 ends

LOCATION L0002812 VOLUME 545796.990 3750286.526 194.31
LOCATION L0002813 VOLUME 545788.659 3750288.625 194.35
LOCATION L0002814 VOLUME 545780.329 3750290.723 194.40
LOCATION L0002815 VOLUME 545771.998 3750292.821 194.47
LOCATION L0002816 VOLUME 545763.667 3750294.920 194.53
LOCATION L0002817 VOLUME 545755.337 3750297.018 194.61
LOCATION L0002818 VOLUME 545747.006 3750299.116 194.72
LOCATION L0002819 VOLUME 545738.676 3750301.215 194.82
LOCATION L0002820 VOLUME 545730.345 3750303.313 194.90
LOCATION L0002821 VOLUME 545722.014 3750305.411 194.91
LOCATION L0002822 VOLUME 545713.684 3750307.510 194.93
LOCATION L0002823 VOLUME 545705.353 3750309.608 194.95
LOCATION L0002824 VOLUME 545697.023 3750311.706 194.94
LOCATION L0002825 VOLUME 545688.692 3750313.805 194.93
LOCATION L0002826 VOLUME 545680.361 3750315.903 194.92
LOCATION L0002827 VOLUME 545672.031 3750318.002 195.05
LOCATION L0002828 VOLUME 545663.700 3750320.100 195.18LOCATION L0002829 VOLUME 545655.370 3750322.198 195.32 LOCATION L0002830 VOLUME 545647.039 3750324.297 195.34
LOCATION L0002831 VOLUME 545638.709 3750326.395 195.36
LOCATION L0002832 VOLUME 545630.378 3750328.493 195.38
LOCATION L0002833 VOLUME 545622.047 3750330.592 195.33
LOCATION L0002834 VOLUME 545613.717 3750332.690 195.23
LOCATION L0002835 VOLUME 545605.386 3750334.788 195.12
LOCATION L0002836 VOLUME 545597.056 3750336.887 195.24
LOCATION L0002837 VOLUME 545588.725 3750338.985 195.43
LOCATION L0002838 VOLUME 545580.394 3750341.083 195.62
LOCATION L0002839 VOLUME 545572.064 3750343.182 195.81
LOCATION L0002840 VOLUME 545563.733 3750345.280 196.02
LOCATION L0002841 VOLUME 545555.403 3750347.379 196.23
LOCATION L0002842 VOLUME 545547.072 3750349.477 196.37
LOCATION L0002843 VOLUME 545538.741 3750351.575 196.46
LOCATION L0002844 VOLUME 545530.411 3750353.674 196.56
LOCATION L0002845 VOLUME 545522.080 3750355.772 196.62LOCATION L0002846 VOLUME 545513.750 3750357.870 196.65 LOCATION L0002847 VOLUME 545505.419 3750359.969 196.69
LOCATION L0002848 VOLUME 545497.088 3750362.067 196.72
LOCATION L0002849 VOLUME 545488.758 3750364.165 196.73
LOCATION L0002850 VOLUME 545480.427 3750366.264 196.75
LOCATION L0002851 VOLUME 545472.097 3750368.362 196.78
LOCATION L0002852 VOLUME 545463.766 3750370.460 196.79
LOCATION L0002853 VOLUME 545455.436 3750372.559 196.80
LOCATION L0002854 VOLUME 545447.105 3750374.657 196.81
LOCATION L0002855 VOLUME 545438.774 3750376.756 196.81
LOCATION L0002856 VOLUME 545430.444 3750378.854 196.82
LOCATION L0002857 VOLUME 545422.113 3750380.952 196.83
LOCATION L0002858 VOLUME 545413.783 3750383.051 196.91
LOCATION L0002859 VOLUME 545405.452 3750385.149 197.00
LOCATION L0002860 VOLUME 545397.121 3750387.247 197.09
LOCATION L0002861 VOLUME 545388.791 3750389.346 197.19
Item Number: 1.

Page 559 of 2902 ends

LOCATION L0002862 VOLUME 545380.460 3750391.444 197.30
LOCATION L0002863 VOLUME 545372.130 3750393.542 197.39
LOCATION L0002864 VOLUME 545363.799 3750395.641 197.47
LOCATION L0002865 VOLUME 545355.466 3750397.730 197.54
LOCATION L0002866 VOLUME 545347.075 3750399.570 197.62
LOCATION L0002867 VOLUME 545338.683 3750401.409 197.68
LOCATION L0002868 VOLUME 545330.292 3750403.248 197.74
LOCATION L0002869 VOLUME 545321.891 3750405.046 197.81
LOCATION L0002870 VOLUME 545313.479 3750406.791 197.90
LOCATION L0002871 VOLUME 545305.068 3750408.536 198.01
LOCATION L0002872 VOLUME 545296.646 3750410.233 198.11
LOCATION L0002873 VOLUME 545288.208 3750411.843 198.20
LOCATION L0002874 VOLUME 545279.769 3750413.452 198.28
LOCATION L0002875 VOLUME 545271.276 3750414.694 198.37
** End of LINE VOLUME Source ID = SLINE4
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5
** DESCRSRC West Drive southbound to eastern project driveway ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 6.15E‐06
** Elevated** Vertical Dimension = 7.00
** SZINIT = 1.63
** Nodes = 2
** 545258.623, 3750402.355, 198.25, 3.50, 4.00
** 545255.183, 3750128.023, 194.02, 3.50, 4.00
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0002876 VOLUME 545258.569 3750398.060 198.10
LOCATION L0002877 VOLUME 545258.461 3750389.470 197.96
LOCATION L0002878 VOLUME 545258.353 3750380.880 197.83
LOCATION L0002879 VOLUME 545258.246 3750372.290 197.70
LOCATION L0002880 VOLUME 545258.138 3750363.700 197.56
LOCATION L0002881 VOLUME 545258.030 3750355.110 197.43
LOCATION L0002882 VOLUME 545257.923 3750346.520 197.29
LOCATION L0002883 VOLUME 545257.815 3750337.929 197.15
LOCATION L0002884 VOLUME 545257.707 3750329.339 197.01
LOCATION L0002885 VOLUME 545257.599 3750320.749 196.88
LOCATION L0002886 VOLUME 545257.492 3750312.159 196.75
LOCATION L0002887 VOLUME 545257.384 3750303.569 196.63
LOCATION L0002888 VOLUME 545257.276 3750294.979 196.50
LOCATION L0002889 VOLUME 545257.169 3750286.389 196.38
LOCATION L0002890 VOLUME 545257.061 3750277.799 196.25
LOCATION L0002891 VOLUME 545256.953 3750269.208 196.13LOCATION L0002892 VOLUME 545256.845 3750260.618 196.01 LOCATION L0002893 VOLUME 545256.738 3750252.028 195.88
LOCATION L0002894 VOLUME 545256.630 3750243.438 195.76
LOCATION L0002895 VOLUME 545256.522 3750234.848 195.63
Item Number: 1.

Page 560 of 2902 ends

LOCATION L0002896 VOLUME 545256.415 3750226.258 195.51
LOCATION L0002897 VOLUME 545256.307 3750217.668 195.38
LOCATION L0002898 VOLUME 545256.199 3750209.078 195.26
LOCATION L0002899 VOLUME 545256.091 3750200.487 195.13
LOCATION L0002900 VOLUME 545255.984 3750191.897 195.00
LOCATION L0002901 VOLUME 545255.876 3750183.307 194.88
LOCATION L0002902 VOLUME 545255.768 3750174.717 194.75
LOCATION L0002903 VOLUME 545255.661 3750166.127 194.59
LOCATION L0002904 VOLUME 545255.553 3750157.537 194.44
LOCATION L0002905 VOLUME 545255.445 3750148.947 194.29
LOCATION L0002906 VOLUME 545255.338 3750140.357 194.13
LOCATION L0002907 VOLUME 545255.230 3750131.766 193.97
** End of LINE VOLUME Source ID = SLINE5
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE6
** DESCRSRC From West Drive along Varner Road to northern project driveway ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 0.0000109 ** Elevated** Vertical Dimension = 7.00
** SZINIT = 1.63
** Nodes = 2
** 545260.090, 3750412.825, 198.40, 3.50, 4.00
** 544553.059, 3750599.105, 200.27, 3.50, 4.00** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0002908 VOLUME 545255.936 3750413.920 198.35LOCATION L0002909 VOLUME 545247.629 3750416.108 198.37 LOCATION L0002910 VOLUME 545239.322 3750418.297 198.37
LOCATION L0002911 VOLUME 545231.015 3750420.486 198.34
LOCATION L0002912 VOLUME 545222.707 3750422.674 198.30
LOCATION L0002913 VOLUME 545214.400 3750424.863 198.24
LOCATION L0002914 VOLUME 545206.093 3750427.052 198.17
LOCATION L0002915 VOLUME 545197.785 3750429.241 198.09
LOCATION L0002916 VOLUME 545189.478 3750431.429 198.06
LOCATION L0002917 VOLUME 545181.171 3750433.618 198.15
LOCATION L0002918 VOLUME 545172.863 3750435.807 198.23
LOCATION L0002919 VOLUME 545164.556 3750437.995 198.34
LOCATION L0002920 VOLUME 545156.249 3750440.184 198.49
LOCATION L0002921 VOLUME 545147.941 3750442.373 198.63
LOCATION L0002922 VOLUME 545139.634 3750444.562 198.77
LOCATION L0002923 VOLUME 545131.327 3750446.750 198.78
LOCATION L0002924 VOLUME 545123.020 3750448.939 198.78
LOCATION L0002925 VOLUME 545114.712 3750451.128 198.79
LOCATION L0002926 VOLUME 545106.405 3750453.316 198.67
LOCATION L0002927 VOLUME 545098.098 3750455.505 198.55
LOCATION L0002928 VOLUME 545089.790 3750457.694 198.43
LOCATION L0002929 VOLUME 545081.483 3750459.883 198.34
Item Number: 1.

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LOCATION L0002930 VOLUME 545073.176 3750462.071 198.25
LOCATION L0002931 VOLUME 545064.868 3750464.260 198.18
LOCATION L0002932 VOLUME 545056.561 3750466.449 198.27
LOCATION L0002933 VOLUME 545048.254 3750468.637 198.40
LOCATION L0002934 VOLUME 545039.946 3750470.826 198.53
LOCATION L0002935 VOLUME 545031.639 3750473.015 198.67
LOCATION L0002936 VOLUME 545023.332 3750475.203 198.83
LOCATION L0002937 VOLUME 545015.025 3750477.392 199.00
LOCATION L0002938 VOLUME 545006.717 3750479.581 199.13
LOCATION L0002939 VOLUME 544998.410 3750481.770 199.22
LOCATION L0002940 VOLUME 544990.103 3750483.958 199.30
LOCATION L0002941 VOLUME 544981.795 3750486.147 199.35
LOCATION L0002942 VOLUME 544973.488 3750488.336 199.39
LOCATION L0002943 VOLUME 544965.181 3750490.524 199.43
LOCATION L0002944 VOLUME 544956.873 3750492.713 199.46
LOCATION L0002945 VOLUME 544948.566 3750494.902 199.45
LOCATION L0002946 VOLUME 544940.259 3750497.091 199.45LOCATION L0002947 VOLUME 544931.951 3750499.279 199.46 LOCATION L0002948 VOLUME 544923.644 3750501.468 199.48
LOCATION L0002949 VOLUME 544915.337 3750503.657 199.50
LOCATION L0002950 VOLUME 544907.029 3750505.845 199.52
LOCATION L0002951 VOLUME 544898.722 3750508.034 199.57
LOCATION L0002952 VOLUME 544890.415 3750510.223 199.61
LOCATION L0002953 VOLUME 544882.108 3750512.412 199.65
LOCATION L0002954 VOLUME 544873.800 3750514.600 199.71
LOCATION L0002955 VOLUME 544865.493 3750516.789 199.77
LOCATION L0002956 VOLUME 544857.186 3750518.978 199.83
LOCATION L0002957 VOLUME 544848.878 3750521.166 199.83
LOCATION L0002958 VOLUME 544840.571 3750523.355 199.83
LOCATION L0002959 VOLUME 544832.264 3750525.544 199.83
LOCATION L0002960 VOLUME 544823.956 3750527.733 199.77
LOCATION L0002961 VOLUME 544815.649 3750529.921 199.71
LOCATION L0002962 VOLUME 544807.342 3750532.110 199.65
LOCATION L0002963 VOLUME 544799.034 3750534.299 199.65LOCATION L0002964 VOLUME 544790.727 3750536.487 199.66 LOCATION L0002965 VOLUME 544782.420 3750538.676 199.67
LOCATION L0002966 VOLUME 544774.113 3750540.865 199.72
LOCATION L0002967 VOLUME 544765.805 3750543.054 199.78
LOCATION L0002968 VOLUME 544757.498 3750545.242 199.82
LOCATION L0002969 VOLUME 544749.191 3750547.431 199.83
LOCATION L0002970 VOLUME 544740.883 3750549.620 199.81
LOCATION L0002971 VOLUME 544732.576 3750551.808 199.80
LOCATION L0002972 VOLUME 544724.269 3750553.997 199.77
LOCATION L0002973 VOLUME 544715.961 3750556.186 199.72
LOCATION L0002974 VOLUME 544707.654 3750558.374 199.68
LOCATION L0002975 VOLUME 544699.347 3750560.563 199.66
LOCATION L0002976 VOLUME 544691.039 3750562.752 199.67
LOCATION L0002977 VOLUME 544682.732 3750564.941 199.69
LOCATION L0002978 VOLUME 544674.425 3750567.129 199.72
LOCATION L0002979 VOLUME 544666.118 3750569.318 199.76
Item Number: 1.

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LOCATION L0002980 VOLUME 544657.810 3750571.507 199.81
LOCATION L0002981 VOLUME 544649.503 3750573.695 199.86
LOCATION L0002982 VOLUME 544641.196 3750575.884 199.91
LOCATION L0002983 VOLUME 544632.888 3750578.073 199.96
LOCATION L0002984 VOLUME 544624.581 3750580.262 200.01
LOCATION L0002985 VOLUME 544616.274 3750582.450 200.10
LOCATION L0002986 VOLUME 544607.966 3750584.639 200.19
LOCATION L0002987 VOLUME 544599.659 3750586.828 200.27
LOCATION L0002988 VOLUME 544591.352 3750589.016 200.26
LOCATION L0002989 VOLUME 544583.044 3750591.205 200.26
LOCATION L0002990 VOLUME 544574.737 3750593.394 200.25
LOCATION L0002991 VOLUME 544566.430 3750595.583 200.21
LOCATION L0002992 VOLUME 544558.122 3750597.771 200.18
** End of LINE VOLUME Source ID = SLINE6
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE7** DESCRSRC From Varner Road southbound along Palm Drive to the I‐10 onramps ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 0.0000443 ** Elevated** Vertical Dimension = 7.00
** SZINIT = 1.63
** Nodes = 12
** 546066.370, 3750215.244, 192.02, 3.50, 4.00
** 546071.132, 3750212.269, 192.01, 3.50, 4.00
** 546075.298, 3750204.531, 191.95, 3.50, 4.00** 546077.679, 3750197.984, 191.67, 3.50, 4.00** 546077.679, 3749478.414, 182.04, 3.50, 4.00** 546075.298, 3749421.277, 181.25, 3.50, 4.00** 546070.537, 3749380.805, 180.88, 3.50, 4.00** 546059.823, 3749307.598, 180.06, 3.50, 4.00** 546050.301, 3749265.341, 179.07, 3.50, 4.00** 546023.518, 3749175.469, 177.88, 3.50, 4.00** 545959.238, 3749030.246, 180.39, 3.50, 4.00 ** 545948.062, 3749007.919, 181.90, 3.50, 4.00
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0002993 VOLUME 546070.013 3750212.968 192.06
LOCATION L0002994 VOLUME 546074.579 3750205.866 191.94
LOCATION L0002995 VOLUME 546077.679 3750197.876 191.81
LOCATION L0002996 VOLUME 546077.679 3750189.285 191.68
LOCATION L0002997 VOLUME 546077.679 3750180.695 191.55
LOCATION L0002998 VOLUME 546077.679 3750172.104 191.43
LOCATION L0002999 VOLUME 546077.679 3750163.513 191.31LOCATION L0003000 VOLUME 546077.679 3750154.922 191.19 LOCATION L0003001 VOLUME 546077.679 3750146.331 191.06
LOCATION L0003002 VOLUME 546077.679 3750137.741 190.93
LOCATION L0003003 VOLUME 546077.679 3750129.150 190.80
Item Number: 1.

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LOCATION L0003004 VOLUME 546077.679 3750120.559 190.67
LOCATION L0003005 VOLUME 546077.679 3750111.968 190.55
LOCATION L0003006 VOLUME 546077.679 3750103.377 190.43
LOCATION L0003007 VOLUME 546077.679 3750094.787 190.31
LOCATION L0003008 VOLUME 546077.679 3750086.196 190.19
LOCATION L0003009 VOLUME 546077.679 3750077.605 190.07
LOCATION L0003010 VOLUME 546077.679 3750069.014 189.95
LOCATION L0003011 VOLUME 546077.679 3750060.423 189.83
LOCATION L0003012 VOLUME 546077.679 3750051.833 189.71
LOCATION L0003013 VOLUME 546077.679 3750043.242 189.58
LOCATION L0003014 VOLUME 546077.679 3750034.651 189.46
LOCATION L0003015 VOLUME 546077.679 3750026.060 189.34
LOCATION L0003016 VOLUME 546077.679 3750017.469 189.21
LOCATION L0003017 VOLUME 546077.679 3750008.879 189.09
LOCATION L0003018 VOLUME 546077.679 3750000.288 188.97
LOCATION L0003019 VOLUME 546077.679 3749991.697 188.84
LOCATION L0003020 VOLUME 546077.679 3749983.106 188.71LOCATION L0003021 VOLUME 546077.679 3749974.515 188.58 LOCATION L0003022 VOLUME 546077.679 3749965.925 188.45
LOCATION L0003023 VOLUME 546077.679 3749957.334 188.34
LOCATION L0003024 VOLUME 546077.679 3749948.743 188.23
LOCATION L0003025 VOLUME 546077.679 3749940.152 188.11
LOCATION L0003026 VOLUME 546077.679 3749931.561 188.00
LOCATION L0003027 VOLUME 546077.679 3749922.971 187.88
LOCATION L0003028 VOLUME 546077.679 3749914.380 187.76
LOCATION L0003029 VOLUME 546077.679 3749905.789 187.64
LOCATION L0003030 VOLUME 546077.679 3749897.198 187.52
LOCATION L0003031 VOLUME 546077.679 3749888.607 187.39
LOCATION L0003032 VOLUME 546077.679 3749880.017 187.26
LOCATION L0003033 VOLUME 546077.679 3749871.426 187.14
LOCATION L0003034 VOLUME 546077.679 3749862.835 187.00
LOCATION L0003035 VOLUME 546077.679 3749854.244 186.87
LOCATION L0003036 VOLUME 546077.679 3749845.653 186.73
LOCATION L0003037 VOLUME 546077.679 3749837.063 186.60LOCATION L0003038 VOLUME 546077.679 3749828.472 186.48 LOCATION L0003039 VOLUME 546077.679 3749819.881 186.36
LOCATION L0003040 VOLUME 546077.679 3749811.290 186.23
LOCATION L0003041 VOLUME 546077.679 3749802.699 186.11
LOCATION L0003042 VOLUME 546077.679 3749794.109 185.99
LOCATION L0003043 VOLUME 546077.679 3749785.518 185.88
LOCATION L0003044 VOLUME 546077.679 3749776.927 185.76
LOCATION L0003045 VOLUME 546077.679 3749768.336 185.64
LOCATION L0003046 VOLUME 546077.679 3749759.745 185.52
LOCATION L0003047 VOLUME 546077.679 3749751.155 185.40
LOCATION L0003048 VOLUME 546077.679 3749742.564 185.28
LOCATION L0003049 VOLUME 546077.679 3749733.973 185.17
LOCATION L0003050 VOLUME 546077.679 3749725.382 185.06
LOCATION L0003051 VOLUME 546077.679 3749716.791 184.95
LOCATION L0003052 VOLUME 546077.679 3749708.201 184.84
LOCATION L0003053 VOLUME 546077.679 3749699.610 184.73
Item Number: 1.

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LOCATION L0003054 VOLUME 546077.679 3749691.019 184.62
LOCATION L0003055 VOLUME 546077.679 3749682.428 184.50
LOCATION L0003056 VOLUME 546077.679 3749673.837 184.39
LOCATION L0003057 VOLUME 546077.679 3749665.247 184.27
LOCATION L0003058 VOLUME 546077.679 3749656.656 184.15
LOCATION L0003059 VOLUME 546077.679 3749648.065 184.05
LOCATION L0003060 VOLUME 546077.679 3749639.474 183.94
LOCATION L0003061 VOLUME 546077.679 3749630.883 183.84
LOCATION L0003062 VOLUME 546077.679 3749622.293 183.73
LOCATION L0003063 VOLUME 546077.679 3749613.702 183.62
LOCATION L0003064 VOLUME 546077.679 3749605.111 183.51
LOCATION L0003065 VOLUME 546077.679 3749596.520 183.40
LOCATION L0003066 VOLUME 546077.679 3749587.929 183.29
LOCATION L0003067 VOLUME 546077.679 3749579.339 183.19
LOCATION L0003068 VOLUME 546077.679 3749570.748 183.08
LOCATION L0003069 VOLUME 546077.679 3749562.157 182.98
LOCATION L0003070 VOLUME 546077.679 3749553.566 182.88LOCATION L0003071 VOLUME 546077.679 3749544.975 182.79 LOCATION L0003072 VOLUME 546077.679 3749536.385 182.69
LOCATION L0003073 VOLUME 546077.679 3749527.794 182.59
LOCATION L0003074 VOLUME 546077.679 3749519.203 182.49
LOCATION L0003075 VOLUME 546077.679 3749510.612 182.39
LOCATION L0003076 VOLUME 546077.679 3749502.021 182.29
LOCATION L0003077 VOLUME 546077.679 3749493.431 182.20
LOCATION L0003078 VOLUME 546077.679 3749484.840 182.10
LOCATION L0003079 VOLUME 546077.589 3749476.251 182.01
LOCATION L0003080 VOLUME 546077.231 3749467.668 181.91
LOCATION L0003081 VOLUME 546076.873 3749459.084 181.80
LOCATION L0003082 VOLUME 546076.516 3749450.501 181.69
LOCATION L0003083 VOLUME 546076.158 3749441.918 181.57
LOCATION L0003084 VOLUME 546075.800 3749433.334 181.49
LOCATION L0003085 VOLUME 546075.443 3749424.751 181.41
LOCATION L0003086 VOLUME 546074.700 3749416.198 181.33
LOCATION L0003087 VOLUME 546073.697 3749407.666 181.24LOCATION L0003088 VOLUME 546072.693 3749399.134 181.14 LOCATION L0003089 VOLUME 546071.689 3749390.602 181.04
LOCATION L0003090 VOLUME 546070.685 3749382.070 180.93
LOCATION L0003091 VOLUME 546069.477 3749373.565 180.82
LOCATION L0003092 VOLUME 546068.233 3749365.065 180.72
LOCATION L0003093 VOLUME 546066.989 3749356.565 180.61
LOCATION L0003094 VOLUME 546065.745 3749348.065 180.50
LOCATION L0003095 VOLUME 546064.501 3749339.564 180.40
LOCATION L0003096 VOLUME 546063.257 3749331.064 180.29
LOCATION L0003097 VOLUME 546062.013 3749322.564 180.18
LOCATION L0003098 VOLUME 546060.769 3749314.063 180.06
LOCATION L0003099 VOLUME 546059.371 3749305.592 179.89
LOCATION L0003100 VOLUME 546057.483 3749297.211 179.72
LOCATION L0003101 VOLUME 546055.594 3749288.831 179.56
LOCATION L0003102 VOLUME 546053.705 3749280.450 179.41
LOCATION L0003103 VOLUME 546051.817 3749272.069 179.26
Item Number: 1.

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LOCATION L0003104 VOLUME 546049.817 3749263.718 179.12
LOCATION L0003105 VOLUME 546047.363 3749255.485 179.00
LOCATION L0003106 VOLUME 546044.910 3749247.252 178.89
LOCATION L0003107 VOLUME 546042.456 3749239.019 178.79
LOCATION L0003108 VOLUME 546040.003 3749230.786 178.68
LOCATION L0003109 VOLUME 546037.549 3749222.553 178.56
LOCATION L0003110 VOLUME 546035.096 3749214.320 178.41
LOCATION L0003111 VOLUME 546032.642 3749206.087 178.26
LOCATION L0003112 VOLUME 546030.189 3749197.854 178.10
LOCATION L0003113 VOLUME 546027.735 3749189.621 177.97
LOCATION L0003114 VOLUME 546025.281 3749181.388 177.89
LOCATION L0003115 VOLUME 546022.540 3749173.261 177.83
LOCATION L0003116 VOLUME 546019.063 3749165.405 177.78
LOCATION L0003117 VOLUME 546015.586 3749157.550 177.77
LOCATION L0003118 VOLUME 546012.109 3749149.694 177.78
LOCATION L0003119 VOLUME 546008.632 3749141.838 177.80
LOCATION L0003120 VOLUME 546005.155 3749133.983 177.82LOCATION L0003121 VOLUME 546001.678 3749126.127 177.88 LOCATION L0003122 VOLUME 545998.201 3749118.271 178.01
LOCATION L0003123 VOLUME 545994.723 3749110.416 178.21
LOCATION L0003124 VOLUME 545991.246 3749102.560 178.31
LOCATION L0003125 VOLUME 545987.769 3749094.704 178.40
LOCATION L0003126 VOLUME 545984.292 3749086.849 178.55
LOCATION L0003127 VOLUME 545980.815 3749078.993 178.77
LOCATION L0003128 VOLUME 545977.338 3749071.137 179.06
LOCATION L0003129 VOLUME 545973.861 3749063.282 179.36
LOCATION L0003130 VOLUME 545970.384 3749055.426 179.78
LOCATION L0003131 VOLUME 545966.907 3749047.570 180.14
LOCATION L0003132 VOLUME 545963.430 3749039.715 180.40
LOCATION L0003133 VOLUME 545959.952 3749031.859 180.65
LOCATION L0003134 VOLUME 545956.182 3749024.141 180.96
LOCATION L0003135 VOLUME 545952.337 3749016.459 181.34
LOCATION L0003136 VOLUME 545948.491 3749008.777 181.80
** End of LINE VOLUME Source ID = SLINE7
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE8
** DESCRSRC Northbound along Palm Drive from Varner Road ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 9.9E‐07
** Elevated** Vertical Dimension = 7.00
** SZINIT = 1.63
** Nodes = 5
** 546076.660, 3750220.056, 191.94, 3.50, 4.00
** 546076.855, 3750224.522, 191.93, 3.50, 4.00** 546078.214, 3750233.841, 192.37, 3.50, 4.00** 546081.145, 3750884.298, 200.65, 3.50, 4.00 Item Number: 1.

Page 566 of 2902 ends

** 546083.682, 3751543.758, 209.81, 3.50, 4.00
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0003137 VOLUME 546076.847 3750224.347 192.21
LOCATION L0003138 VOLUME 546078.069 3750232.850 192.33
LOCATION L0003139 VOLUME 546078.248 3750241.430 192.46
LOCATION L0003140 VOLUME 546078.286 3750250.021 192.57
LOCATION L0003141 VOLUME 546078.325 3750258.612 192.69
LOCATION L0003142 VOLUME 546078.364 3750267.202 192.81
LOCATION L0003143 VOLUME 546078.403 3750275.793 192.92
LOCATION L0003144 VOLUME 546078.441 3750284.384 193.04
LOCATION L0003145 VOLUME 546078.480 3750292.975 193.16
LOCATION L0003146 VOLUME 546078.519 3750301.565 193.28
LOCATION L0003147 VOLUME 546078.557 3750310.156 193.39
LOCATION L0003148 VOLUME 546078.596 3750318.747 193.51
LOCATION L0003149 VOLUME 546078.635 3750327.337 193.62
LOCATION L0003150 VOLUME 546078.674 3750335.928 193.74
LOCATION L0003151 VOLUME 546078.712 3750344.519 193.85
LOCATION L0003152 VOLUME 546078.751 3750353.110 193.96LOCATION L0003153 VOLUME 546078.790 3750361.700 194.07 LOCATION L0003154 VOLUME 546078.828 3750370.291 194.19
LOCATION L0003155 VOLUME 546078.867 3750378.882 194.30
LOCATION L0003156 VOLUME 546078.906 3750387.472 194.41
LOCATION L0003157 VOLUME 546078.945 3750396.063 194.52
LOCATION L0003158 VOLUME 546078.983 3750404.654 194.64
LOCATION L0003159 VOLUME 546079.022 3750413.245 194.75
LOCATION L0003160 VOLUME 546079.061 3750421.835 194.87
LOCATION L0003161 VOLUME 546079.099 3750430.426 194.98
LOCATION L0003162 VOLUME 546079.138 3750439.017 195.10
LOCATION L0003163 VOLUME 546079.177 3750447.607 195.21
LOCATION L0003164 VOLUME 546079.215 3750456.198 195.32
LOCATION L0003165 VOLUME 546079.254 3750464.789 195.43
LOCATION L0003166 VOLUME 546079.293 3750473.380 195.53
LOCATION L0003167 VOLUME 546079.332 3750481.970 195.64
LOCATION L0003168 VOLUME 546079.370 3750490.561 195.74
LOCATION L0003169 VOLUME 546079.409 3750499.152 195.83LOCATION L0003170 VOLUME 546079.448 3750507.742 195.92 LOCATION L0003171 VOLUME 546079.486 3750516.333 196.01
LOCATION L0003172 VOLUME 546079.525 3750524.924 196.10
LOCATION L0003173 VOLUME 546079.564 3750533.515 196.19
LOCATION L0003174 VOLUME 546079.603 3750542.105 196.29
LOCATION L0003175 VOLUME 546079.641 3750550.696 196.38
LOCATION L0003176 VOLUME 546079.680 3750559.287 196.49
LOCATION L0003177 VOLUME 546079.719 3750567.877 196.59LOCATION L0003178 VOLUME 546079.757 3750576.468 196.69 LOCATION L0003179 VOLUME 546079.796 3750585.059 196.80
LOCATION L0003180 VOLUME 546079.835 3750593.649 196.91
LOCATION L0003181 VOLUME 546079.874 3750602.240 197.03
LOCATION L0003182 VOLUME 546079.912 3750610.831 197.14
LOCATION L0003183 VOLUME 546079.951 3750619.422 197.26
LOCATION L0003184 VOLUME 546079.990 3750628.012 197.38
Item Number: 1.

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LOCATION L0003185 VOLUME 546080.028 3750636.603 197.50
LOCATION L0003186 VOLUME 546080.067 3750645.194 197.62
LOCATION L0003187 VOLUME 546080.106 3750653.784 197.72
LOCATION L0003188 VOLUME 546080.145 3750662.375 197.83
LOCATION L0003189 VOLUME 546080.183 3750670.966 197.93
LOCATION L0003190 VOLUME 546080.222 3750679.557 198.03
LOCATION L0003191 VOLUME 546080.261 3750688.147 198.13
LOCATION L0003192 VOLUME 546080.299 3750696.738 198.23
LOCATION L0003193 VOLUME 546080.338 3750705.329 198.33
LOCATION L0003194 VOLUME 546080.377 3750713.919 198.43
LOCATION L0003195 VOLUME 546080.416 3750722.510 198.52
LOCATION L0003196 VOLUME 546080.454 3750731.101 198.62
LOCATION L0003197 VOLUME 546080.493 3750739.692 198.70
LOCATION L0003198 VOLUME 546080.532 3750748.282 198.78
LOCATION L0003199 VOLUME 546080.570 3750756.873 198.85
LOCATION L0003200 VOLUME 546080.609 3750765.464 198.93
LOCATION L0003201 VOLUME 546080.648 3750774.054 199.03LOCATION L0003202 VOLUME 546080.686 3750782.645 199.13 LOCATION L0003203 VOLUME 546080.725 3750791.236 199.24
LOCATION L0003204 VOLUME 546080.764 3750799.827 199.36
LOCATION L0003205 VOLUME 546080.803 3750808.417 199.50
LOCATION L0003206 VOLUME 546080.841 3750817.008 199.63
LOCATION L0003207 VOLUME 546080.880 3750825.599 199.77
LOCATION L0003208 VOLUME 546080.919 3750834.189 199.90
LOCATION L0003209 VOLUME 546080.957 3750842.780 200.03
LOCATION L0003210 VOLUME 546080.996 3750851.371 200.16
LOCATION L0003211 VOLUME 546081.035 3750859.962 200.29
LOCATION L0003212 VOLUME 546081.074 3750868.552 200.43
LOCATION L0003213 VOLUME 546081.112 3750877.143 200.57
LOCATION L0003214 VOLUME 546081.150 3750885.734 200.71
LOCATION L0003215 VOLUME 546081.183 3750894.324 200.84
LOCATION L0003216 VOLUME 546081.216 3750902.915 200.97
LOCATION L0003217 VOLUME 546081.249 3750911.506 201.10
LOCATION L0003218 VOLUME 546081.282 3750920.097 201.23LOCATION L0003219 VOLUME 546081.315 3750928.687 201.35 LOCATION L0003220 VOLUME 546081.348 3750937.278 201.47
LOCATION L0003221 VOLUME 546081.381 3750945.869 201.59
LOCATION L0003222 VOLUME 546081.415 3750954.460 201.71
LOCATION L0003223 VOLUME 546081.448 3750963.050 201.84
LOCATION L0003224 VOLUME 546081.481 3750971.641 201.97
LOCATION L0003225 VOLUME 546081.514 3750980.232 202.10
LOCATION L0003226 VOLUME 546081.547 3750988.823 202.23
LOCATION L0003227 VOLUME 546081.580 3750997.413 202.36
LOCATION L0003228 VOLUME 546081.613 3751006.004 202.50
LOCATION L0003229 VOLUME 546081.646 3751014.595 202.63
LOCATION L0003230 VOLUME 546081.679 3751023.186 202.76
LOCATION L0003231 VOLUME 546081.712 3751031.776 202.90
LOCATION L0003232 VOLUME 546081.745 3751040.367 203.03
LOCATION L0003233 VOLUME 546081.778 3751048.958 203.17
LOCATION L0003234 VOLUME 546081.811 3751057.548 203.32
Item Number: 1.

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LOCATION L0003235 VOLUME 546081.844 3751066.139 203.46
LOCATION L0003236 VOLUME 546081.877 3751074.730 203.60
LOCATION L0003237 VOLUME 546081.910 3751083.321 203.74
LOCATION L0003238 VOLUME 546081.943 3751091.911 203.88
LOCATION L0003239 VOLUME 546081.976 3751100.502 204.02
LOCATION L0003240 VOLUME 546082.010 3751109.093 204.14
LOCATION L0003241 VOLUME 546082.043 3751117.684 204.26
LOCATION L0003242 VOLUME 546082.076 3751126.274 204.37
LOCATION L0003243 VOLUME 546082.109 3751134.865 204.49
LOCATION L0003244 VOLUME 546082.142 3751143.456 204.62
LOCATION L0003245 VOLUME 546082.175 3751152.047 204.75
LOCATION L0003246 VOLUME 546082.208 3751160.637 204.88
LOCATION L0003247 VOLUME 546082.241 3751169.228 205.00
LOCATION L0003248 VOLUME 546082.274 3751177.819 205.12
LOCATION L0003249 VOLUME 546082.307 3751186.410 205.23
LOCATION L0003250 VOLUME 546082.340 3751195.000 205.35
LOCATION L0003251 VOLUME 546082.373 3751203.591 205.46LOCATION L0003252 VOLUME 546082.406 3751212.182 205.57 LOCATION L0003253 VOLUME 546082.439 3751220.772 205.67
LOCATION L0003254 VOLUME 546082.472 3751229.363 205.78
LOCATION L0003255 VOLUME 546082.505 3751237.954 205.88
LOCATION L0003256 VOLUME 546082.538 3751246.545 205.99
LOCATION L0003257 VOLUME 546082.572 3751255.135 206.09
LOCATION L0003258 VOLUME 546082.605 3751263.726 206.19
LOCATION L0003259 VOLUME 546082.638 3751272.317 206.30
LOCATION L0003260 VOLUME 546082.671 3751280.908 206.40
LOCATION L0003261 VOLUME 546082.704 3751289.498 206.51
LOCATION L0003262 VOLUME 546082.737 3751298.089 206.61
LOCATION L0003263 VOLUME 546082.770 3751306.680 206.70
LOCATION L0003264 VOLUME 546082.803 3751315.271 206.80
LOCATION L0003265 VOLUME 546082.836 3751323.861 206.90
LOCATION L0003266 VOLUME 546082.869 3751332.452 206.99
LOCATION L0003267 VOLUME 546082.902 3751341.043 207.08
LOCATION L0003268 VOLUME 546082.935 3751349.633 207.18LOCATION L0003269 VOLUME 546082.968 3751358.224 207.29 LOCATION L0003270 VOLUME 546083.001 3751366.815 207.41
LOCATION L0003271 VOLUME 546083.034 3751375.406 207.52
LOCATION L0003272 VOLUME 546083.067 3751383.996 207.64
LOCATION L0003273 VOLUME 546083.100 3751392.587 207.76
LOCATION L0003274 VOLUME 546083.134 3751401.178 207.88
LOCATION L0003275 VOLUME 546083.167 3751409.769 207.99
LOCATION L0003276 VOLUME 546083.200 3751418.359 208.10
LOCATION L0003277 VOLUME 546083.233 3751426.950 208.19
LOCATION L0003278 VOLUME 546083.266 3751435.541 208.29
LOCATION L0003279 VOLUME 546083.299 3751444.132 208.39
LOCATION L0003280 VOLUME 546083.332 3751452.722 208.48
LOCATION L0003281 VOLUME 546083.365 3751461.313 208.57
LOCATION L0003282 VOLUME 546083.398 3751469.904 208.66
LOCATION L0003283 VOLUME 546083.431 3751478.495 208.78
LOCATION L0003284 VOLUME 546083.464 3751487.085 208.91
Item Number: 1.

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LOCATION L0003285 VOLUME 546083.497 3751495.676 209.04
LOCATION L0003286 VOLUME 546083.530 3751504.267 209.18
LOCATION L0003287 VOLUME 546083.563 3751512.857 209.37
LOCATION L0003288 VOLUME 546083.596 3751521.448 209.56
LOCATION L0003289 VOLUME 546083.629 3751530.039 209.76
LOCATION L0003290 VOLUME 546083.662 3751538.630 209.97
** End of LINE VOLUME Source ID = SLINE8
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE9
** DESCRSRC Eastbound along Varner Road from Palm Drive ** PREFIX** Length of Side = 8.59
** Configuration = Adjacent** Emission Rate = 2.51E‐07
** Elevated** Vertical Dimension = 7.00
** SZINIT = 1.63
** Nodes = 4
** 546080.031, 3750213.722, 191.93, 3.50, 4.00
** 546085.983, 3750210.375, 191.93, 3.50, 4.00** 546096.025, 3750208.143, 191.92, 3.50, 4.00** 546405.493, 3750133.380, 190.04, 3.50, 4.00** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LOCATION L0003291 VOLUME 546083.775 3750211.617 191.99
LOCATION L0003292 VOLUME 546091.896 3750209.061 191.92
LOCATION L0003293 VOLUME 546100.265 3750207.119 191.84
LOCATION L0003294 VOLUME 546108.615 3750205.102 191.75
LOCATION L0003295 VOLUME 546116.966 3750203.084 191.66
LOCATION L0003296 VOLUME 546125.316 3750201.067 191.55
LOCATION L0003297 VOLUME 546133.667 3750199.049 191.45
LOCATION L0003298 VOLUME 546142.017 3750197.032 191.35
LOCATION L0003299 VOLUME 546150.368 3750195.015 191.25
LOCATION L0003300 VOLUME 546158.719 3750192.997 191.15
LOCATION L0003301 VOLUME 546167.069 3750190.980 191.05
LOCATION L0003302 VOLUME 546175.420 3750188.963 190.94
LOCATION L0003303 VOLUME 546183.770 3750186.945 190.82
LOCATION L0003304 VOLUME 546192.121 3750184.928 190.69LOCATION L0003305 VOLUME 546200.471 3750182.910 190.58 LOCATION L0003306 VOLUME 546208.822 3750180.893 190.47
LOCATION L0003307 VOLUME 546217.172 3750178.876 190.37
LOCATION L0003308 VOLUME 546225.523 3750176.858 190.26
LOCATION L0003309 VOLUME 546233.874 3750174.841 190.12
LOCATION L0003310 VOLUME 546242.224 3750172.823 189.97
LOCATION L0003311 VOLUME 546250.575 3750170.806 189.85
LOCATION L0003312 VOLUME 546258.925 3750168.789 189.78LOCATION L0003313 VOLUME 546267.276 3750166.771 189.71 LOCATION L0003314 VOLUME 546275.626 3750164.754 189.71
LOCATION L0003315 VOLUME 546283.977 3750162.737 189.80
LOCATION L0003316 VOLUME 546292.328 3750160.719 189.90
Item Number: 1.

Page 570 of 2902 ends

LOCATION L0003317 VOLUME 546300.678 3750158.702 190.01
LOCATION L0003318 VOLUME 546309.029 3750156.684 190.12
LOCATION L0003319 VOLUME 546317.379 3750154.667 190.24
LOCATION L0003320 VOLUME 546325.730 3750152.650 190.34
LOCATION L0003321 VOLUME 546334.080 3750150.632 190.36
LOCATION L0003322 VOLUME 546342.431 3750148.615 190.38
LOCATION L0003323 VOLUME 546350.782 3750146.597 190.36
LOCATION L0003324 VOLUME 546359.132 3750144.580 190.30
LOCATION L0003325 VOLUME 546367.483 3750142.563 190.24
LOCATION L0003326 VOLUME 546375.833 3750140.545 190.18
LOCATION L0003327 VOLUME 546384.184 3750138.528 190.15
LOCATION L0003328 VOLUME 546392.534 3750136.511 190.12
LOCATION L0003329 VOLUME 546400.885 3750134.493 190.09
** End of LINE VOLUME Source ID = SLINE9
LOCATION STCK1 POINT 544550.080 3750585.430 199.950
** DESCRSRC Idling location at entrance
LOCATION STCK2 POINT 545244.212 3750127.345 193.890
** DESCRSRC Idling location at entrance
LOCATION STCK3 POINT 544665.744 3750334.719 196.430
** DESCRSRC Idling location
LOCATION STCK4 POINT 544692.157 3750319.839 196.260
** DESCRSRC Idling location
LOCATION STCK5 POINT 544718.570 3750302.726 196.080
** DESCRSRC Idling location
LOCATION STCK6 POINT 544745.356 3750285.985 195.860
** DESCRSRC Idling location
LOCATION STCK7 POINT 544772.513 3750270.360 195.610
** DESCRSRC Idling location
LOCATION STCK8 POINT 544801.902 3750259.200 195.700
** DESCRSRC Idling location
LOCATION STCK9 POINT 544832.780 3750251.016 195.640
** DESCRSRC Idling location
LOCATION STCK10 POINT 544863.657 3750243.203 195.290
** DESCRSRC Idling location
LOCATION STCK11 POINT 544893.419 3750236.507 195.020
** DESCRSRC Idling location
LOCATION STCK12 POINT 544923.552 3750227.579 194.910
** DESCRSRC Idling location
LOCATION STCK13 POINT 544954.429 3750219.022 194.740
** DESCRSRC Idling location
LOCATION STCK14 POINT 544985.307 3750210.838 194.530
** DESCRSRC Idling location
LOCATION STCK15 POINT 545013.208 3750204.141 194.460
** DESCRSRC Idling location
LOCATION STCK16 POINT 545044.086 3750195.585 193.970
** DESCRSRC Idling location
LOCATION STCK17 POINT 545074.219 3750187.773 194.360
** DESCRSRC Idling location
LOCATION STCK18 POINT 545105.096 3750179.960 194.560
** DESCRSRC Idling location
Item Number: 1.

Page 571 of 2902 ends

LOCATION STCK19 POINT 544714.478 3750479.062 198.600
** DESCRSRC Idling location
LOCATION STCK20 POINT 544746.100 3750471.622 198.580
** DESCRSRC Idling location
LOCATION STCK21 POINT 544777.349 3750462.693 198.450
** DESCRSRC Idling location
LOCATION STCK22 POINT 544807.483 3750454.881 198.450
** DESCRSRC Idling location
LOCATION STCK23 POINT 544837.616 3750447.441 198.580
** DESCRSRC Idling location
LOCATION STCK24 POINT 544867.749 3750438.884 198.360
** DESCRSRC Idling location
LOCATION STCK25 POINT 544896.395 3750430.700 198.160
** DESCRSRC Idling location
LOCATION STCK26 POINT 544926.528 3750423.632 198.050
** DESCRSRC Idling location
LOCATION STCK27 POINT 544956.290 3750415.447 197.910
** DESCRSRC Idling location
LOCATION STCK28 POINT 544986.795 3750408.007 197.720
** DESCRSRC Idling location
LOCATION STCK29 POINT 545018.044 3750399.450 197.590
** DESCRSRC Idling location
LOCATION STCK30 POINT 545047.806 3750392.754 197.200
** DESCRSRC Idling location
LOCATION STCK31 POINT 545079.055 3750384.198 196.800
** DESCRSRC Idling location
LOCATION STCK32 POINT 545108.445 3750376.757 197.040
** DESCRSRC Idling location
LOCATION STCK33 POINT 545140.066 3750368.945 197.390
** DESCRSRC Idling location
LOCATION PAREA1 AREAPOLY 544654.943 3750509.637 198.890 ** DESCRSRC Emergency pumps and generators
LOCATION PAREA2 AREAPOLY 544647.545 3750550.680 199.420 ** DESCRSRC Forklifts and yard goats activity area
** Source Parameters **
** LINE VOLUME Source ID = SLINE1
SRCPARAM L0002555 0.0000002456 3.50 4.00 1.63
SRCPARAM L0002556 0.0000002456 3.50 4.00 1.63SRCPARAM L0002557 0.0000002456 3.50 4.00 1.63SRCPARAM L0002558 0.0000002456 3.50 4.00 1.63 SRCPARAM L0002559 0.0000002456 3.50 4.00 1.63
SRCPARAM L0002560 0.0000002456 3.50 4.00 1.63SRCPARAM L0002561 0.0000002456 3.50 4.00 1.63SRCPARAM L0002562 0.0000002456 3.50 4.00 1.63SRCPARAM L0002563 0.0000002456 3.50 4.00 1.63SRCPARAM L0002564 0.0000002456 3.50 4.00 1.63SRCPARAM L0002565 0.0000002456 3.50 4.00 1.63SRCPARAM L0002566 0.0000002456 3.50 4.00 1.63SRCPARAM L0002567 0.0000002456 3.50 4.00 1.63SRCPARAM L0002568 0.0000002456 3.50 4.00 1.63 Item Number: 1.

Page 572 of 2902 ends

SRCPARAM L0002569 0.0000002456 3.50 4.00 1.63
SRCPARAM L0002570 0.0000002456 3.50 4.00 1.63SRCPARAM L0002571 0.0000002456 3.50 4.00 1.63SRCPARAM L0002572 0.0000002456 3.50 4.00 1.63SRCPARAM L0002573 0.0000002456 3.50 4.00 1.63SRCPARAM L0002574 0.0000002456 3.50 4.00 1.63SRCPARAM L0002575 0.0000002456 3.50 4.00 1.63SRCPARAM L0002576 0.0000002456 3.50 4.00 1.63SRCPARAM L0002577 0.0000002456 3.50 4.00 1.63SRCPARAM L0002578 0.0000002456 3.50 4.00 1.63SRCPARAM L0002579 0.0000002456 3.50 4.00 1.63SRCPARAM L0002580 0.0000002456 3.50 4.00 1.63SRCPARAM L0002581 0.0000002456 3.50 4.00 1.63 ** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** LINE VOLUME Source ID = SLINE2 SRCPARAM L0002582 0.0000003713 3.50 4.00 1.63SRCPARAM L0002583 0.0000003713 3.50 4.00 1.63SRCPARAM L0002584 0.0000003713 3.50 4.00 1.63SRCPARAM L0002585 0.0000003713 3.50 4.00 1.63SRCPARAM L0002586 0.0000003713 3.50 4.00 1.63SRCPARAM L0002587 0.0000003713 3.50 4.00 1.63SRCPARAM L0002588 0.0000003713 3.50 4.00 1.63SRCPARAM L0002589 0.0000003713 3.50 4.00 1.63 ** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** LINE VOLUME Source ID = SLINE3 SRCPARAM L0002590 0.000000623 3.50 4.00 8.51
SRCPARAM L0002591 0.000000623 3.50 4.00 8.51
SRCPARAM L0002592 0.000000623 3.50 4.00 8.51
SRCPARAM L0002593 0.000000623 3.50 4.00 8.51
SRCPARAM L0002594 0.000000623 3.50 4.00 8.51
SRCPARAM L0002595 0.000000623 3.50 4.00 8.51
SRCPARAM L0002596 0.000000623 3.50 4.00 8.51
SRCPARAM L0002597 0.000000623 3.50 4.00 8.51
SRCPARAM L0002598 0.000000623 3.50 4.00 8.51
SRCPARAM L0002599 0.000000623 3.50 4.00 8.51
SRCPARAM L0002600 0.000000623 3.50 4.00 8.51
SRCPARAM L0002601 0.000000623 3.50 4.00 8.51
SRCPARAM L0002602 0.000000623 3.50 4.00 8.51
SRCPARAM L0002603 0.000000623 3.50 4.00 8.51
SRCPARAM L0002604 0.000000623 3.50 4.00 8.51
SRCPARAM L0002605 0.000000623 3.50 4.00 8.51
SRCPARAM L0002606 0.000000623 3.50 4.00 8.51
SRCPARAM L0002607 0.000000623 3.50 4.00 8.51
SRCPARAM L0002608 0.000000623 3.50 4.00 8.51
SRCPARAM L0002609 0.000000623 3.50 4.00 8.51
SRCPARAM L0002610 0.000000623 3.50 4.00 8.51
SRCPARAM L0002611 0.000000623 3.50 4.00 8.51
SRCPARAM L0002612 0.000000623 3.50 4.00 8.51
SRCPARAM L0002613 0.000000623 3.50 4.00 8.51
SRCPARAM L0002614 0.000000623 3.50 4.00 8.51
Item Number: 1.

Page 573 of 2902 ends

SRCPARAM L0002615 0.000000623 3.50 4.00 8.51
SRCPARAM L0002616 0.000000623 3.50 4.00 8.51
SRCPARAM L0002617 0.000000623 3.50 4.00 8.51
SRCPARAM L0002618 0.000000623 3.50 4.00 8.51
SRCPARAM L0002619 0.000000623 3.50 4.00 8.51
SRCPARAM L0002620 0.000000623 3.50 4.00 8.51
SRCPARAM L0002621 0.000000623 3.50 4.00 8.51
SRCPARAM L0002622 0.000000623 3.50 4.00 8.51
SRCPARAM L0002623 0.000000623 3.50 4.00 8.51
SRCPARAM L0002624 0.000000623 3.50 4.00 8.51
SRCPARAM L0002625 0.000000623 3.50 4.00 8.51
SRCPARAM L0002626 0.000000623 3.50 4.00 8.51
SRCPARAM L0002627 0.000000623 3.50 4.00 8.51
SRCPARAM L0002628 0.000000623 3.50 4.00 8.51
SRCPARAM L0002629 0.000000623 3.50 4.00 8.51
SRCPARAM L0002630 0.000000623 3.50 4.00 8.51
SRCPARAM L0002631 0.000000623 3.50 4.00 8.51
SRCPARAM L0002632 0.000000623 3.50 4.00 8.51
SRCPARAM L0002633 0.000000623 3.50 4.00 8.51
SRCPARAM L0002634 0.000000623 3.50 4.00 8.51
SRCPARAM L0002635 0.000000623 3.50 4.00 8.51
SRCPARAM L0002636 0.000000623 3.50 4.00 8.51
SRCPARAM L0002637 0.000000623 3.50 4.00 8.51
SRCPARAM L0002638 0.000000623 3.50 4.00 8.51
SRCPARAM L0002639 0.000000623 3.50 4.00 8.51
SRCPARAM L0002640 0.000000623 3.50 4.00 8.51
SRCPARAM L0002641 0.000000623 3.50 4.00 8.51
SRCPARAM L0002642 0.000000623 3.50 4.00 8.51
SRCPARAM L0002643 0.000000623 3.50 4.00 8.51
SRCPARAM L0002644 0.000000623 3.50 4.00 8.51
SRCPARAM L0002645 0.000000623 3.50 4.00 8.51
SRCPARAM L0002646 0.000000623 3.50 4.00 8.51
SRCPARAM L0002647 0.000000623 3.50 4.00 8.51
SRCPARAM L0002648 0.000000623 3.50 4.00 8.51SRCPARAM L0002649 0.000000623 3.50 4.00 8.51 SRCPARAM L0002650 0.000000623 3.50 4.00 8.51
SRCPARAM L0002651 0.000000623 3.50 4.00 8.51
SRCPARAM L0002652 0.000000623 3.50 4.00 8.51
SRCPARAM L0002653 0.000000623 3.50 4.00 8.51
SRCPARAM L0002654 0.000000623 3.50 4.00 8.51
SRCPARAM L0002655 0.000000623 3.50 4.00 8.51
SRCPARAM L0002656 0.000000623 3.50 4.00 8.51
SRCPARAM L0002657 0.000000623 3.50 4.00 8.51
SRCPARAM L0002658 0.000000623 3.50 4.00 8.51
SRCPARAM L0002659 0.000000623 3.50 4.00 8.51
SRCPARAM L0002660 0.000000623 3.50 4.00 8.51
SRCPARAM L0002661 0.000000623 3.50 4.00 8.51
SRCPARAM L0002662 0.000000623 3.50 4.00 8.51
SRCPARAM L0002663 0.000000623 3.50 4.00 8.51
SRCPARAM L0002664 0.000000623 3.50 4.00 8.51
Item Number: 1.

Page 574 of 2902 ends

SRCPARAM L0002665 0.000000623 3.50 4.00 8.51
SRCPARAM L0002666 0.000000623 3.50 4.00 8.51
SRCPARAM L0002667 0.000000623 3.50 4.00 8.51
SRCPARAM L0002668 0.000000623 3.50 4.00 8.51
SRCPARAM L0002669 0.000000623 3.50 4.00 8.51
SRCPARAM L0002670 0.000000623 3.50 4.00 8.51
SRCPARAM L0002671 0.000000623 3.50 4.00 8.51
SRCPARAM L0002672 0.000000623 3.50 4.00 8.51
SRCPARAM L0002673 0.000000623 3.50 4.00 8.51
SRCPARAM L0002674 0.000000623 3.50 4.00 8.51
SRCPARAM L0002675 0.000000623 3.50 4.00 8.51
SRCPARAM L0002676 0.000000623 3.50 4.00 8.51
SRCPARAM L0002677 0.000000623 3.50 4.00 8.51
SRCPARAM L0002678 0.000000623 3.50 4.00 8.51
SRCPARAM L0002679 0.000000623 3.50 4.00 8.51
SRCPARAM L0002680 0.000000623 3.50 4.00 8.51
SRCPARAM L0002681 0.000000623 3.50 4.00 8.51
SRCPARAM L0002682 0.000000623 3.50 4.00 8.51
SRCPARAM L0002683 0.000000623 3.50 4.00 8.51
SRCPARAM L0002684 0.000000623 3.50 4.00 8.51
SRCPARAM L0002685 0.000000623 3.50 4.00 8.51
SRCPARAM L0002686 0.000000623 3.50 4.00 8.51
SRCPARAM L0002687 0.000000623 3.50 4.00 8.51
SRCPARAM L0002688 0.000000623 3.50 4.00 8.51
SRCPARAM L0002689 0.000000623 3.50 4.00 8.51
SRCPARAM L0002690 0.000000623 3.50 4.00 8.51
SRCPARAM L0002691 0.000000623 3.50 4.00 8.51
SRCPARAM L0002692 0.000000623 3.50 4.00 8.51
SRCPARAM L0002693 0.000000623 3.50 4.00 8.51
SRCPARAM L0002694 0.000000623 3.50 4.00 8.51
SRCPARAM L0002695 0.000000623 3.50 4.00 8.51
SRCPARAM L0002696 0.000000623 3.50 4.00 8.51
SRCPARAM L0002697 0.000000623 3.50 4.00 8.51
SRCPARAM L0002698 0.000000623 3.50 4.00 8.51SRCPARAM L0002699 0.000000623 3.50 4.00 8.51 SRCPARAM L0002700 0.000000623 3.50 4.00 8.51
SRCPARAM L0002701 0.000000623 3.50 4.00 8.51
SRCPARAM L0002702 0.000000623 3.50 4.00 8.51
SRCPARAM L0002703 0.000000623 3.50 4.00 8.51
SRCPARAM L0002704 0.000000623 3.50 4.00 8.51
SRCPARAM L0002705 0.000000623 3.50 4.00 8.51
SRCPARAM L0002706 0.000000623 3.50 4.00 8.51
SRCPARAM L0002707 0.000000623 3.50 4.00 8.51
SRCPARAM L0002708 0.000000623 3.50 4.00 8.51
SRCPARAM L0002709 0.000000623 3.50 4.00 8.51
SRCPARAM L0002710 0.000000623 3.50 4.00 8.51
SRCPARAM L0002711 0.000000623 3.50 4.00 8.51
SRCPARAM L0002712 0.000000623 3.50 4.00 8.51
SRCPARAM L0002713 0.000000623 3.50 4.00 8.51
SRCPARAM L0002714 0.000000623 3.50 4.00 8.51
Item Number: 1.

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SRCPARAM L0002715 0.000000623 3.50 4.00 8.51
SRCPARAM L0002716 0.000000623 3.50 4.00 8.51
SRCPARAM L0002717 0.000000623 3.50 4.00 8.51
SRCPARAM L0002718 0.000000623 3.50 4.00 8.51
SRCPARAM L0002719 0.000000623 3.50 4.00 8.51
SRCPARAM L0002720 0.000000623 3.50 4.00 8.51
SRCPARAM L0002721 0.000000623 3.50 4.00 8.51
SRCPARAM L0002722 0.000000623 3.50 4.00 8.51
SRCPARAM L0002723 0.000000623 3.50 4.00 8.51
SRCPARAM L0002724 0.000000623 3.50 4.00 8.51
SRCPARAM L0002725 0.000000623 3.50 4.00 8.51
SRCPARAM L0002726 0.000000623 3.50 4.00 8.51
SRCPARAM L0002727 0.000000623 3.50 4.00 8.51
SRCPARAM L0002728 0.000000623 3.50 4.00 8.51
SRCPARAM L0002729 0.000000623 3.50 4.00 8.51
SRCPARAM L0002730 0.000000623 3.50 4.00 8.51
SRCPARAM L0002731 0.000000623 3.50 4.00 8.51
SRCPARAM L0002732 0.000000623 3.50 4.00 8.51
SRCPARAM L0002733 0.000000623 3.50 4.00 8.51
SRCPARAM L0002734 0.000000623 3.50 4.00 8.51
SRCPARAM L0002735 0.000000623 3.50 4.00 8.51
SRCPARAM L0002736 0.000000623 3.50 4.00 8.51
SRCPARAM L0002737 0.000000623 3.50 4.00 8.51
SRCPARAM L0002738 0.000000623 3.50 4.00 8.51
SRCPARAM L0002739 0.000000623 3.50 4.00 8.51
SRCPARAM L0002740 0.000000623 3.50 4.00 8.51
SRCPARAM L0002741 0.000000623 3.50 4.00 8.51
SRCPARAM L0002742 0.000000623 3.50 4.00 8.51
SRCPARAM L0002743 0.000000623 3.50 4.00 8.51
SRCPARAM L0002744 0.000000623 3.50 4.00 8.51
SRCPARAM L0002745 0.000000623 3.50 4.00 8.51
SRCPARAM L0002746 0.000000623 3.50 4.00 8.51
SRCPARAM L0002747 0.000000623 3.50 4.00 8.51
SRCPARAM L0002748 0.000000623 3.50 4.00 8.51SRCPARAM L0002749 0.000000623 3.50 4.00 8.51 SRCPARAM L0002750 0.000000623 3.50 4.00 8.51
SRCPARAM L0002751 0.000000623 3.50 4.00 8.51
SRCPARAM L0002752 0.000000623 3.50 4.00 8.51
SRCPARAM L0002753 0.000000623 3.50 4.00 8.51
SRCPARAM L0002754 0.000000623 3.50 4.00 8.51
SRCPARAM L0002755 0.000000623 3.50 4.00 8.51
SRCPARAM L0002756 0.000000623 3.50 4.00 8.51
SRCPARAM L0002757 0.000000623 3.50 4.00 8.51
SRCPARAM L0002758 0.000000623 3.50 4.00 8.51
SRCPARAM L0002759 0.000000623 3.50 4.00 8.51
SRCPARAM L0002760 0.000000623 3.50 4.00 8.51
SRCPARAM L0002761 0.000000623 3.50 4.00 8.51
SRCPARAM L0002762 0.000000623 3.50 4.00 8.51
SRCPARAM L0002763 0.000000623 3.50 4.00 8.51
SRCPARAM L0002764 0.000000623 3.50 4.00 8.51
Item Number: 1.

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SRCPARAM L0002765 0.000000623 3.50 4.00 8.51
SRCPARAM L0002766 0.000000623 3.50 4.00 8.51
SRCPARAM L0002767 0.000000623 3.50 4.00 8.51
SRCPARAM L0002768 0.000000623 3.50 4.00 8.51
SRCPARAM L0002769 0.000000623 3.50 4.00 8.51
SRCPARAM L0002770 0.000000623 3.50 4.00 8.51
SRCPARAM L0002771 0.000000623 3.50 4.00 8.51
SRCPARAM L0002772 0.000000623 3.50 4.00 8.51
SRCPARAM L0002773 0.000000623 3.50 4.00 8.51
SRCPARAM L0002774 0.000000623 3.50 4.00 8.51
SRCPARAM L0002775 0.000000623 3.50 4.00 8.51
SRCPARAM L0002776 0.000000623 3.50 4.00 8.51
SRCPARAM L0002777 0.000000623 3.50 4.00 8.51
SRCPARAM L0002778 0.000000623 3.50 4.00 8.51
SRCPARAM L0002779 0.000000623 3.50 4.00 8.51
SRCPARAM L0002780 0.000000623 3.50 4.00 8.51
** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** LINE VOLUME Source ID = SLINE4 SRCPARAM L0002781 0.0000003211 3.50 4.00 1.63SRCPARAM L0002782 0.0000003211 3.50 4.00 1.63SRCPARAM L0002783 0.0000003211 3.50 4.00 1.63SRCPARAM L0002784 0.0000003211 3.50 4.00 1.63SRCPARAM L0002785 0.0000003211 3.50 4.00 1.63SRCPARAM L0002786 0.0000003211 3.50 4.00 1.63SRCPARAM L0002787 0.0000003211 3.50 4.00 1.63SRCPARAM L0002788 0.0000003211 3.50 4.00 1.63SRCPARAM L0002789 0.0000003211 3.50 4.00 1.63SRCPARAM L0002790 0.0000003211 3.50 4.00 1.63SRCPARAM L0002791 0.0000003211 3.50 4.00 1.63SRCPARAM L0002792 0.0000003211 3.50 4.00 1.63SRCPARAM L0002793 0.0000003211 3.50 4.00 1.63SRCPARAM L0002794 0.0000003211 3.50 4.00 1.63SRCPARAM L0002795 0.0000003211 3.50 4.00 1.63SRCPARAM L0002796 0.0000003211 3.50 4.00 1.63SRCPARAM L0002797 0.0000003211 3.50 4.00 1.63SRCPARAM L0002798 0.0000003211 3.50 4.00 1.63SRCPARAM L0002799 0.0000003211 3.50 4.00 1.63SRCPARAM L0002800 0.0000003211 3.50 4.00 1.63SRCPARAM L0002801 0.0000003211 3.50 4.00 1.63SRCPARAM L0002802 0.0000003211 3.50 4.00 1.63SRCPARAM L0002803 0.0000003211 3.50 4.00 1.63SRCPARAM L0002804 0.0000003211 3.50 4.00 1.63SRCPARAM L0002805 0.0000003211 3.50 4.00 1.63SRCPARAM L0002806 0.0000003211 3.50 4.00 1.63SRCPARAM L0002807 0.0000003211 3.50 4.00 1.63SRCPARAM L0002808 0.0000003211 3.50 4.00 1.63SRCPARAM L0002809 0.0000003211 3.50 4.00 1.63SRCPARAM L0002810 0.0000003211 3.50 4.00 1.63SRCPARAM L0002811 0.0000003211 3.50 4.00 1.63SRCPARAM L0002812 0.0000003211 3.50 4.00 1.63 Item Number: 1.

Page 577 of 2902 ends

SRCPARAM L0002813 0.0000003211 3.50 4.00 1.63
SRCPARAM L0002814 0.0000003211 3.50 4.00 1.63SRCPARAM L0002815 0.0000003211 3.50 4.00 1.63SRCPARAM L0002816 0.0000003211 3.50 4.00 1.63SRCPARAM L0002817 0.0000003211 3.50 4.00 1.63SRCPARAM L0002818 0.0000003211 3.50 4.00 1.63SRCPARAM L0002819 0.0000003211 3.50 4.00 1.63SRCPARAM L0002820 0.0000003211 3.50 4.00 1.63SRCPARAM L0002821 0.0000003211 3.50 4.00 1.63SRCPARAM L0002822 0.0000003211 3.50 4.00 1.63SRCPARAM L0002823 0.0000003211 3.50 4.00 1.63SRCPARAM L0002824 0.0000003211 3.50 4.00 1.63SRCPARAM L0002825 0.0000003211 3.50 4.00 1.63SRCPARAM L0002826 0.0000003211 3.50 4.00 1.63SRCPARAM L0002827 0.0000003211 3.50 4.00 1.63SRCPARAM L0002828 0.0000003211 3.50 4.00 1.63SRCPARAM L0002829 0.0000003211 3.50 4.00 1.63SRCPARAM L0002830 0.0000003211 3.50 4.00 1.63SRCPARAM L0002831 0.0000003211 3.50 4.00 1.63SRCPARAM L0002832 0.0000003211 3.50 4.00 1.63SRCPARAM L0002833 0.0000003211 3.50 4.00 1.63SRCPARAM L0002834 0.0000003211 3.50 4.00 1.63SRCPARAM L0002835 0.0000003211 3.50 4.00 1.63SRCPARAM L0002836 0.0000003211 3.50 4.00 1.63SRCPARAM L0002837 0.0000003211 3.50 4.00 1.63SRCPARAM L0002838 0.0000003211 3.50 4.00 1.63SRCPARAM L0002839 0.0000003211 3.50 4.00 1.63SRCPARAM L0002840 0.0000003211 3.50 4.00 1.63SRCPARAM L0002841 0.0000003211 3.50 4.00 1.63SRCPARAM L0002842 0.0000003211 3.50 4.00 1.63SRCPARAM L0002843 0.0000003211 3.50 4.00 1.63SRCPARAM L0002844 0.0000003211 3.50 4.00 1.63SRCPARAM L0002845 0.0000003211 3.50 4.00 1.63SRCPARAM L0002846 0.0000003211 3.50 4.00 1.63 SRCPARAM L0002847 0.0000003211 3.50 4.00 1.63SRCPARAM L0002848 0.0000003211 3.50 4.00 1.63SRCPARAM L0002849 0.0000003211 3.50 4.00 1.63SRCPARAM L0002850 0.0000003211 3.50 4.00 1.63SRCPARAM L0002851 0.0000003211 3.50 4.00 1.63SRCPARAM L0002852 0.0000003211 3.50 4.00 1.63SRCPARAM L0002853 0.0000003211 3.50 4.00 1.63SRCPARAM L0002854 0.0000003211 3.50 4.00 1.63SRCPARAM L0002855 0.0000003211 3.50 4.00 1.63SRCPARAM L0002856 0.0000003211 3.50 4.00 1.63SRCPARAM L0002857 0.0000003211 3.50 4.00 1.63SRCPARAM L0002858 0.0000003211 3.50 4.00 1.63SRCPARAM L0002859 0.0000003211 3.50 4.00 1.63SRCPARAM L0002860 0.0000003211 3.50 4.00 1.63SRCPARAM L0002861 0.0000003211 3.50 4.00 1.63SRCPARAM L0002862 0.0000003211 3.50 4.00 1.63 Item Number: 1.

Page 578 of 2902 ends

SRCPARAM L0002863 0.0000003211 3.50 4.00 1.63
SRCPARAM L0002864 0.0000003211 3.50 4.00 1.63SRCPARAM L0002865 0.0000003211 3.50 4.00 1.63SRCPARAM L0002866 0.0000003211 3.50 4.00 1.63SRCPARAM L0002867 0.0000003211 3.50 4.00 1.63SRCPARAM L0002868 0.0000003211 3.50 4.00 1.63SRCPARAM L0002869 0.0000003211 3.50 4.00 1.63SRCPARAM L0002870 0.0000003211 3.50 4.00 1.63SRCPARAM L0002871 0.0000003211 3.50 4.00 1.63SRCPARAM L0002872 0.0000003211 3.50 4.00 1.63SRCPARAM L0002873 0.0000003211 3.50 4.00 1.63SRCPARAM L0002874 0.0000003211 3.50 4.00 1.63SRCPARAM L0002875 0.0000003211 3.50 4.00 1.63 ** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** LINE VOLUME Source ID = SLINE5 SRCPARAM L0002876 0.0000001922 3.50 4.00 1.63SRCPARAM L0002877 0.0000001922 3.50 4.00 1.63SRCPARAM L0002878 0.0000001922 3.50 4.00 1.63SRCPARAM L0002879 0.0000001922 3.50 4.00 1.63SRCPARAM L0002880 0.0000001922 3.50 4.00 1.63SRCPARAM L0002881 0.0000001922 3.50 4.00 1.63SRCPARAM L0002882 0.0000001922 3.50 4.00 1.63SRCPARAM L0002883 0.0000001922 3.50 4.00 1.63SRCPARAM L0002884 0.0000001922 3.50 4.00 1.63SRCPARAM L0002885 0.0000001922 3.50 4.00 1.63SRCPARAM L0002886 0.0000001922 3.50 4.00 1.63SRCPARAM L0002887 0.0000001922 3.50 4.00 1.63SRCPARAM L0002888 0.0000001922 3.50 4.00 1.63SRCPARAM L0002889 0.0000001922 3.50 4.00 1.63SRCPARAM L0002890 0.0000001922 3.50 4.00 1.63SRCPARAM L0002891 0.0000001922 3.50 4.00 1.63SRCPARAM L0002892 0.0000001922 3.50 4.00 1.63SRCPARAM L0002893 0.0000001922 3.50 4.00 1.63SRCPARAM L0002894 0.0000001922 3.50 4.00 1.63SRCPARAM L0002895 0.0000001922 3.50 4.00 1.63SRCPARAM L0002896 0.0000001922 3.50 4.00 1.63SRCPARAM L0002897 0.0000001922 3.50 4.00 1.63SRCPARAM L0002898 0.0000001922 3.50 4.00 1.63SRCPARAM L0002899 0.0000001922 3.50 4.00 1.63SRCPARAM L0002900 0.0000001922 3.50 4.00 1.63SRCPARAM L0002901 0.0000001922 3.50 4.00 1.63SRCPARAM L0002902 0.0000001922 3.50 4.00 1.63SRCPARAM L0002903 0.0000001922 3.50 4.00 1.63SRCPARAM L0002904 0.0000001922 3.50 4.00 1.63SRCPARAM L0002905 0.0000001922 3.50 4.00 1.63SRCPARAM L0002906 0.0000001922 3.50 4.00 1.63SRCPARAM L0002907 0.0000001922 3.50 4.00 1.63 ** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** LINE VOLUME Source ID = SLINE6 SRCPARAM L0002908 0.0000001282 3.50 4.00 1.63
Item Number: 1.

Page 579 of 2902 ends

SRCPARAM L0002909 0.0000001282 3.50 4.00 1.63
SRCPARAM L0002910 0.0000001282 3.50 4.00 1.63SRCPARAM L0002911 0.0000001282 3.50 4.00 1.63SRCPARAM L0002912 0.0000001282 3.50 4.00 1.63SRCPARAM L0002913 0.0000001282 3.50 4.00 1.63SRCPARAM L0002914 0.0000001282 3.50 4.00 1.63SRCPARAM L0002915 0.0000001282 3.50 4.00 1.63SRCPARAM L0002916 0.0000001282 3.50 4.00 1.63SRCPARAM L0002917 0.0000001282 3.50 4.00 1.63SRCPARAM L0002918 0.0000001282 3.50 4.00 1.63SRCPARAM L0002919 0.0000001282 3.50 4.00 1.63SRCPARAM L0002920 0.0000001282 3.50 4.00 1.63SRCPARAM L0002921 0.0000001282 3.50 4.00 1.63SRCPARAM L0002922 0.0000001282 3.50 4.00 1.63SRCPARAM L0002923 0.0000001282 3.50 4.00 1.63SRCPARAM L0002924 0.0000001282 3.50 4.00 1.63SRCPARAM L0002925 0.0000001282 3.50 4.00 1.63SRCPARAM L0002926 0.0000001282 3.50 4.00 1.63SRCPARAM L0002927 0.0000001282 3.50 4.00 1.63SRCPARAM L0002928 0.0000001282 3.50 4.00 1.63SRCPARAM L0002929 0.0000001282 3.50 4.00 1.63SRCPARAM L0002930 0.0000001282 3.50 4.00 1.63SRCPARAM L0002931 0.0000001282 3.50 4.00 1.63SRCPARAM L0002932 0.0000001282 3.50 4.00 1.63SRCPARAM L0002933 0.0000001282 3.50 4.00 1.63SRCPARAM L0002934 0.0000001282 3.50 4.00 1.63SRCPARAM L0002935 0.0000001282 3.50 4.00 1.63SRCPARAM L0002936 0.0000001282 3.50 4.00 1.63SRCPARAM L0002937 0.0000001282 3.50 4.00 1.63SRCPARAM L0002938 0.0000001282 3.50 4.00 1.63SRCPARAM L0002939 0.0000001282 3.50 4.00 1.63SRCPARAM L0002940 0.0000001282 3.50 4.00 1.63SRCPARAM L0002941 0.0000001282 3.50 4.00 1.63SRCPARAM L0002942 0.0000001282 3.50 4.00 1.63 SRCPARAM L0002943 0.0000001282 3.50 4.00 1.63SRCPARAM L0002944 0.0000001282 3.50 4.00 1.63SRCPARAM L0002945 0.0000001282 3.50 4.00 1.63SRCPARAM L0002946 0.0000001282 3.50 4.00 1.63SRCPARAM L0002947 0.0000001282 3.50 4.00 1.63SRCPARAM L0002948 0.0000001282 3.50 4.00 1.63SRCPARAM L0002949 0.0000001282 3.50 4.00 1.63SRCPARAM L0002950 0.0000001282 3.50 4.00 1.63SRCPARAM L0002951 0.0000001282 3.50 4.00 1.63SRCPARAM L0002952 0.0000001282 3.50 4.00 1.63SRCPARAM L0002953 0.0000001282 3.50 4.00 1.63SRCPARAM L0002954 0.0000001282 3.50 4.00 1.63SRCPARAM L0002955 0.0000001282 3.50 4.00 1.63SRCPARAM L0002956 0.0000001282 3.50 4.00 1.63SRCPARAM L0002957 0.0000001282 3.50 4.00 1.63SRCPARAM L0002958 0.0000001282 3.50 4.00 1.63 Item Number: 1.

Page 580 of 2902 ends

SRCPARAM L0002959 0.0000001282 3.50 4.00 1.63
SRCPARAM L0002960 0.0000001282 3.50 4.00 1.63SRCPARAM L0002961 0.0000001282 3.50 4.00 1.63SRCPARAM L0002962 0.0000001282 3.50 4.00 1.63SRCPARAM L0002963 0.0000001282 3.50 4.00 1.63SRCPARAM L0002964 0.0000001282 3.50 4.00 1.63SRCPARAM L0002965 0.0000001282 3.50 4.00 1.63SRCPARAM L0002966 0.0000001282 3.50 4.00 1.63SRCPARAM L0002967 0.0000001282 3.50 4.00 1.63SRCPARAM L0002968 0.0000001282 3.50 4.00 1.63SRCPARAM L0002969 0.0000001282 3.50 4.00 1.63SRCPARAM L0002970 0.0000001282 3.50 4.00 1.63SRCPARAM L0002971 0.0000001282 3.50 4.00 1.63SRCPARAM L0002972 0.0000001282 3.50 4.00 1.63SRCPARAM L0002973 0.0000001282 3.50 4.00 1.63SRCPARAM L0002974 0.0000001282 3.50 4.00 1.63SRCPARAM L0002975 0.0000001282 3.50 4.00 1.63SRCPARAM L0002976 0.0000001282 3.50 4.00 1.63SRCPARAM L0002977 0.0000001282 3.50 4.00 1.63SRCPARAM L0002978 0.0000001282 3.50 4.00 1.63SRCPARAM L0002979 0.0000001282 3.50 4.00 1.63SRCPARAM L0002980 0.0000001282 3.50 4.00 1.63SRCPARAM L0002981 0.0000001282 3.50 4.00 1.63SRCPARAM L0002982 0.0000001282 3.50 4.00 1.63SRCPARAM L0002983 0.0000001282 3.50 4.00 1.63SRCPARAM L0002984 0.0000001282 3.50 4.00 1.63SRCPARAM L0002985 0.0000001282 3.50 4.00 1.63SRCPARAM L0002986 0.0000001282 3.50 4.00 1.63SRCPARAM L0002987 0.0000001282 3.50 4.00 1.63SRCPARAM L0002988 0.0000001282 3.50 4.00 1.63SRCPARAM L0002989 0.0000001282 3.50 4.00 1.63SRCPARAM L0002990 0.0000001282 3.50 4.00 1.63SRCPARAM L0002991 0.0000001282 3.50 4.00 1.63SRCPARAM L0002992 0.0000001282 3.50 4.00 1.63 ** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** LINE VOLUME Source ID = SLINE7 SRCPARAM L0002993 0.0000003076 3.50 4.00 1.63SRCPARAM L0002994 0.0000003076 3.50 4.00 1.63SRCPARAM L0002995 0.0000003076 3.50 4.00 1.63SRCPARAM L0002996 0.0000003076 3.50 4.00 1.63SRCPARAM L0002997 0.0000003076 3.50 4.00 1.63SRCPARAM L0002998 0.0000003076 3.50 4.00 1.63SRCPARAM L0002999 0.0000003076 3.50 4.00 1.63SRCPARAM L0003000 0.0000003076 3.50 4.00 1.63SRCPARAM L0003001 0.0000003076 3.50 4.00 1.63SRCPARAM L0003002 0.0000003076 3.50 4.00 1.63SRCPARAM L0003003 0.0000003076 3.50 4.00 1.63SRCPARAM L0003004 0.0000003076 3.50 4.00 1.63SRCPARAM L0003005 0.0000003076 3.50 4.00 1.63SRCPARAM L0003006 0.0000003076 3.50 4.00 1.63 Item Number: 1.

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SRCPARAM L0003007 0.0000003076 3.50 4.00 1.63
SRCPARAM L0003008 0.0000003076 3.50 4.00 1.63SRCPARAM L0003009 0.0000003076 3.50 4.00 1.63SRCPARAM L0003010 0.0000003076 3.50 4.00 1.63SRCPARAM L0003011 0.0000003076 3.50 4.00 1.63SRCPARAM L0003012 0.0000003076 3.50 4.00 1.63SRCPARAM L0003013 0.0000003076 3.50 4.00 1.63SRCPARAM L0003014 0.0000003076 3.50 4.00 1.63SRCPARAM L0003015 0.0000003076 3.50 4.00 1.63SRCPARAM L0003016 0.0000003076 3.50 4.00 1.63SRCPARAM L0003017 0.0000003076 3.50 4.00 1.63SRCPARAM L0003018 0.0000003076 3.50 4.00 1.63SRCPARAM L0003019 0.0000003076 3.50 4.00 1.63SRCPARAM L0003020 0.0000003076 3.50 4.00 1.63SRCPARAM L0003021 0.0000003076 3.50 4.00 1.63SRCPARAM L0003022 0.0000003076 3.50 4.00 1.63SRCPARAM L0003023 0.0000003076 3.50 4.00 1.63SRCPARAM L0003024 0.0000003076 3.50 4.00 1.63SRCPARAM L0003025 0.0000003076 3.50 4.00 1.63SRCPARAM L0003026 0.0000003076 3.50 4.00 1.63SRCPARAM L0003027 0.0000003076 3.50 4.00 1.63SRCPARAM L0003028 0.0000003076 3.50 4.00 1.63SRCPARAM L0003029 0.0000003076 3.50 4.00 1.63SRCPARAM L0003030 0.0000003076 3.50 4.00 1.63SRCPARAM L0003031 0.0000003076 3.50 4.00 1.63SRCPARAM L0003032 0.0000003076 3.50 4.00 1.63SRCPARAM L0003033 0.0000003076 3.50 4.00 1.63SRCPARAM L0003034 0.0000003076 3.50 4.00 1.63SRCPARAM L0003035 0.0000003076 3.50 4.00 1.63SRCPARAM L0003036 0.0000003076 3.50 4.00 1.63SRCPARAM L0003037 0.0000003076 3.50 4.00 1.63SRCPARAM L0003038 0.0000003076 3.50 4.00 1.63SRCPARAM L0003039 0.0000003076 3.50 4.00 1.63SRCPARAM L0003040 0.0000003076 3.50 4.00 1.63 SRCPARAM L0003041 0.0000003076 3.50 4.00 1.63SRCPARAM L0003042 0.0000003076 3.50 4.00 1.63SRCPARAM L0003043 0.0000003076 3.50 4.00 1.63SRCPARAM L0003044 0.0000003076 3.50 4.00 1.63SRCPARAM L0003045 0.0000003076 3.50 4.00 1.63SRCPARAM L0003046 0.0000003076 3.50 4.00 1.63SRCPARAM L0003047 0.0000003076 3.50 4.00 1.63SRCPARAM L0003048 0.0000003076 3.50 4.00 1.63SRCPARAM L0003049 0.0000003076 3.50 4.00 1.63SRCPARAM L0003050 0.0000003076 3.50 4.00 1.63SRCPARAM L0003051 0.0000003076 3.50 4.00 1.63SRCPARAM L0003052 0.0000003076 3.50 4.00 1.63SRCPARAM L0003053 0.0000003076 3.50 4.00 1.63SRCPARAM L0003054 0.0000003076 3.50 4.00 1.63SRCPARAM L0003055 0.0000003076 3.50 4.00 1.63SRCPARAM L0003056 0.0000003076 3.50 4.00 1.63 Item Number: 1.

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SRCPARAM L0003057 0.0000003076 3.50 4.00 1.63
SRCPARAM L0003058 0.0000003076 3.50 4.00 1.63SRCPARAM L0003059 0.0000003076 3.50 4.00 1.63SRCPARAM L0003060 0.0000003076 3.50 4.00 1.63SRCPARAM L0003061 0.0000003076 3.50 4.00 1.63SRCPARAM L0003062 0.0000003076 3.50 4.00 1.63SRCPARAM L0003063 0.0000003076 3.50 4.00 1.63SRCPARAM L0003064 0.0000003076 3.50 4.00 1.63SRCPARAM L0003065 0.0000003076 3.50 4.00 1.63SRCPARAM L0003066 0.0000003076 3.50 4.00 1.63SRCPARAM L0003067 0.0000003076 3.50 4.00 1.63SRCPARAM L0003068 0.0000003076 3.50 4.00 1.63SRCPARAM L0003069 0.0000003076 3.50 4.00 1.63SRCPARAM L0003070 0.0000003076 3.50 4.00 1.63SRCPARAM L0003071 0.0000003076 3.50 4.00 1.63SRCPARAM L0003072 0.0000003076 3.50 4.00 1.63SRCPARAM L0003073 0.0000003076 3.50 4.00 1.63SRCPARAM L0003074 0.0000003076 3.50 4.00 1.63SRCPARAM L0003075 0.0000003076 3.50 4.00 1.63SRCPARAM L0003076 0.0000003076 3.50 4.00 1.63SRCPARAM L0003077 0.0000003076 3.50 4.00 1.63SRCPARAM L0003078 0.0000003076 3.50 4.00 1.63SRCPARAM L0003079 0.0000003076 3.50 4.00 1.63SRCPARAM L0003080 0.0000003076 3.50 4.00 1.63SRCPARAM L0003081 0.0000003076 3.50 4.00 1.63SRCPARAM L0003082 0.0000003076 3.50 4.00 1.63SRCPARAM L0003083 0.0000003076 3.50 4.00 1.63SRCPARAM L0003084 0.0000003076 3.50 4.00 1.63SRCPARAM L0003085 0.0000003076 3.50 4.00 1.63SRCPARAM L0003086 0.0000003076 3.50 4.00 1.63SRCPARAM L0003087 0.0000003076 3.50 4.00 1.63SRCPARAM L0003088 0.0000003076 3.50 4.00 1.63SRCPARAM L0003089 0.0000003076 3.50 4.00 1.63SRCPARAM L0003090 0.0000003076 3.50 4.00 1.63 SRCPARAM L0003091 0.0000003076 3.50 4.00 1.63SRCPARAM L0003092 0.0000003076 3.50 4.00 1.63SRCPARAM L0003093 0.0000003076 3.50 4.00 1.63SRCPARAM L0003094 0.0000003076 3.50 4.00 1.63SRCPARAM L0003095 0.0000003076 3.50 4.00 1.63SRCPARAM L0003096 0.0000003076 3.50 4.00 1.63SRCPARAM L0003097 0.0000003076 3.50 4.00 1.63SRCPARAM L0003098 0.0000003076 3.50 4.00 1.63SRCPARAM L0003099 0.0000003076 3.50 4.00 1.63SRCPARAM L0003100 0.0000003076 3.50 4.00 1.63SRCPARAM L0003101 0.0000003076 3.50 4.00 1.63SRCPARAM L0003102 0.0000003076 3.50 4.00 1.63SRCPARAM L0003103 0.0000003076 3.50 4.00 1.63SRCPARAM L0003104 0.0000003076 3.50 4.00 1.63SRCPARAM L0003105 0.0000003076 3.50 4.00 1.63SRCPARAM L0003106 0.0000003076 3.50 4.00 1.63 Item Number: 1.

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SRCPARAM L0003107 0.0000003076 3.50 4.00 1.63
SRCPARAM L0003108 0.0000003076 3.50 4.00 1.63SRCPARAM L0003109 0.0000003076 3.50 4.00 1.63SRCPARAM L0003110 0.0000003076 3.50 4.00 1.63SRCPARAM L0003111 0.0000003076 3.50 4.00 1.63SRCPARAM L0003112 0.0000003076 3.50 4.00 1.63SRCPARAM L0003113 0.0000003076 3.50 4.00 1.63SRCPARAM L0003114 0.0000003076 3.50 4.00 1.63SRCPARAM L0003115 0.0000003076 3.50 4.00 1.63SRCPARAM L0003116 0.0000003076 3.50 4.00 1.63SRCPARAM L0003117 0.0000003076 3.50 4.00 1.63SRCPARAM L0003118 0.0000003076 3.50 4.00 1.63SRCPARAM L0003119 0.0000003076 3.50 4.00 1.63SRCPARAM L0003120 0.0000003076 3.50 4.00 1.63SRCPARAM L0003121 0.0000003076 3.50 4.00 1.63SRCPARAM L0003122 0.0000003076 3.50 4.00 1.63SRCPARAM L0003123 0.0000003076 3.50 4.00 1.63SRCPARAM L0003124 0.0000003076 3.50 4.00 1.63SRCPARAM L0003125 0.0000003076 3.50 4.00 1.63SRCPARAM L0003126 0.0000003076 3.50 4.00 1.63SRCPARAM L0003127 0.0000003076 3.50 4.00 1.63SRCPARAM L0003128 0.0000003076 3.50 4.00 1.63SRCPARAM L0003129 0.0000003076 3.50 4.00 1.63SRCPARAM L0003130 0.0000003076 3.50 4.00 1.63SRCPARAM L0003131 0.0000003076 3.50 4.00 1.63SRCPARAM L0003132 0.0000003076 3.50 4.00 1.63SRCPARAM L0003133 0.0000003076 3.50 4.00 1.63SRCPARAM L0003134 0.0000003076 3.50 4.00 1.63SRCPARAM L0003135 0.0000003076 3.50 4.00 1.63SRCPARAM L0003136 0.0000003076 3.50 4.00 1.63 ** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐** LINE VOLUME Source ID = SLINE8 SRCPARAM L0003137 0.000000006429 3.50 4.00 1.63SRCPARAM L0003138 0.000000006429 3.50 4.00 1.63SRCPARAM L0003139 0.000000006429 3.50 4.00 1.63SRCPARAM L0003140 0.000000006429 3.50 4.00 1.63SRCPARAM L0003141 0.000000006429 3.50 4.00 1.63SRCPARAM L0003142 0.000000006429 3.50 4.00 1.63SRCPARAM L0003143 0.000000006429 3.50 4.00 1.63SRCPARAM L0003144 0.000000006429 3.50 4.00 1.63SRCPARAM L0003145 0.000000006429 3.50 4.00 1.63SRCPARAM L0003146 0.000000006429 3.50 4.00 1.63SRCPARAM L0003147 0.000000006429 3.50 4.00 1.63SRCPARAM L0003148 0.000000006429 3.50 4.00 1.63SRCPARAM L0003149 0.000000006429 3.50 4.00 1.63SRCPARAM L0003150 0.000000006429 3.50 4.00 1.63SRCPARAM L0003151 0.000000006429 3.50 4.00 1.63SRCPARAM L0003152 0.000000006429 3.50 4.00 1.63SRCPARAM L0003153 0.000000006429 3.50 4.00 1.63SRCPARAM L0003154 0.000000006429 3.50 4.00 1.63 Item Number: 1.

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