Agenda

Richmond City Council
December 6, 2022

Document: Agenda
Meeting: December 6, 2022
Body: Richmond City Council
Pages: 1,565
Original file: 135.4 MB

Text extracted from the city's file for reading and search. Open the original on pub-richmond.escribemeetings.com. That file is the official record.

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Criteria Air Pollutants
Inputs, Calculations and CalEEMod Output

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CONSTRUCTION EMISSIONS - Criteria Air Pollutants - Uncontrolled ROG NOx Exhaust PM-10 Exhaust PM-2.5 Total PM-2.5 Fu g. PM-2.5 ROG NOx Exhaust PM-10 Exhaust PM-2.5 2023 65 0.08 0.72 0.03 0.03 0. 04 0.01 2.3 22.2 1.0 0.9 2024 262 0.35 3.93 0.15 0.14 0. 63 0.49 2.7 30.0 1.1 1.0 2025 261 0.16 1.37 0.05 0.05 0. 07 0.02 1.2 10.5 0.4 0.4 2026 261 0.16 1.37 0.05 0.05 0. 07 0.02 1.2 10.5 0.4 0.4 2027 196 2.97 0.78 0.03 0.03 0.04 0.01 30.3 7.9 0.3 0.3 PROJECT TOTAL 1045 3.72 8.18 0.32 0.30 0.85 0.55 7.1 15.6 0.6 0.6 CONSTRUCTION EMISSIONS - Criteria Air Pollutants - Tier 4 Final for all equipment ROG NOx Exhaust PM-10 Exhaust PM-2.5 Total PM-2.5 Fu g. PM-2.5 ROG NOx Exhaust PM-10 Exhaust PM-2.5 2023 65 0.02 0.09 0.002 0.002 0.009 0.01 0.5 2.7 0.1 0.1 2024 262 0.09 0.99 0.015 0.015 0.508 0.49 0.7 7.6 0.1 0.1 2025 261 0.05 0.37 0.005 0.005 0.025 0.02 0.4 2.8 0.0 0.0 2026 261 0.05 0.36 0.005 0.005 0.025 0.02 0.4 2.8 0.0 0.0 2027 196 2.91 0.18 0.003 0.003 0.012 0.01 29.7 1.8 0.0 0.0 PROJECT TOTAL 1045 3.13 1.99 0.031 0.030 0.580 0.55 6.0 3.8 0.1 0.1 OPERATIONAL EMISSIONS - Criteria Air Pollutants
ROG NOx Total PM-10 Total PM-2.5 ROG NOx Total PM-10 Total PM-2.5 Area 1.684 0.022 0.067 0. 067 9.23 0.12 0.37 0.37
Energy 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00
Mobile 0.718 0.749 1.600 0. 434 3.93 4.11 8.76 2.38
TOTAL 2.40 0.77 1.67 0.50 13.2 4.2 9.1 2.7

18.0 18.0 12.9 4.1
27% 77% 29% 32%
CONSTRUCTION EMISSIONS - GHG as MT CO2e
Construction Year CO 2 CH4 N2OC O 2e
2023 123.1 0.031 0.002 124.4
2024 829.7 0.173 0.045 847.3
2025 331.5 0.054 0.007 335.1
2026 329.5 0.054 0.007 333.0
2027 186.8 0.037 0.003 188.6
Total 1800.7 0.350 0.064 1828.4

OPERATIONAL EMISSIONS - GHG (MT CO
2e/year)
Operational Source CO 2 CH4 N2OC O 2e
Area 10.2 0.039 0.000 11.2
Energy 542.1 0.031 0.010 65.8
Mobile 1245.0 0.081 0.060 1264.9
Solid waste 46.6 2.757 0.000 115.6
Water & Wastewater 11.0 0.357 0.009 22.5
Total Pro
ject Operational Emissions 1797 0.151 0.070 1479.9
Service Population 508

2.9 Terminal One Project - Emissions Summaries
Year No. of Construction
Wokdays
Average Pounds per dayTons per Year
Tons per YearConstruction Year No. of Construction
Wokdays
Source Tons per year Average Pounds per day
Modified Project
Average Pounds per day

Page 1334 of 1565 ends

Natural Gas to Increase in Electricity Use Conversion
Title 24 (2019 - CalEEMod Default)
Project Non-Residential Land Uses Title-24 Electricit y Nontitle-24 Electricity Lighting Title-24 Nat Gas Nontitle-24 Nat Gas Total Nat Gas Total Nat Gas KWhr/size/yr KWhr/size/yr KWhr/size/yr KBTU/size/yr KBTU/size/yr KBT U/size/yr therms/size/yr High Turnover (Sit Down Restaurant) 2.38 20.97 5.34 39.50 128.02 167.52 1.7 Neighborhood Clubhouse 1.08 3.36 2.99 17.67 6.90 24.57 0.2 Project Residential Land Uses
Single Family Housing 45.71 6, 155.97 1, 608.84 35,976.14 2, 615.00 38,591.14 385.9 Title 24 (2019) - to account for increase in electricity use due to no natural gas Project Non-Residential Land Uses High Turnover (Sit Down Restaurant) 13.96 58.49 5.34 - - Neighborhood Clubhouse 6.26 5.38 2.99 - - Project Residential Land Uses
Single Family Housing 10,589.27 6, 922.35 1, 608.84 - - 1kBTu = 0.293071 kWhr
GHG Reduction Formula ( Measure E-15: Require All-Electric Development in 2021 CAPCOA GHG Handbook) A = (-E * C * G * I * J) + (F * C * H * K * J)
A = Reduction in GHG emissions from building energy (residential) -466.5 MT CO2e per year B = Housing or building type = Housing
C = Number of du or size of commercial building = 184 DU 1F i gure E-1.1, Table E-1.1
E = Existing fuel consumption for natural gas end uses without measure = 521 therm per year per DU Table E-15. 1 0.74 E = Existing fuel consumption for natural gas end uses without measure (adjusted for CalEEMod estimate 386 therm per year per DU =0.73*532 F = Additional electricity use for equivalent electrified end uses with measure = 2,778.41 kWh per year per DU Tables E-15.1 G = Carbon intensity of natural gas (residential) = 117 lb CO 2e per MMBtu H = Carbon intensity of local electricity provider (MCE) = 184 l b CO2e per MWh Table E-4.3 I = Conversion from therm to MMBtu = 0.1 MMBtu per therm J = Conversion from lb to MT = 0.000454 MT per lb
K = Conversion from kWh to MWh = 0.001 MWh per kWh
A = (-E * C * G * I * J) + (F * C * H * K * J)
A = Reduction in GHG emissions from building energy (restaurant) -13.6 MT CO2e per year B = Housing or building type = commercial
C = Number of du or size of commercial building = 2 KSF 1F i gure E-1.1, Table E-1.1
E = Existing fuel consumption for natural gas end uses without measure = 1258 therm per year per KSF Table E-15.2 0.001 E = Existing fuel consumption for natural gas end uses without measure (adjusted for CalEEMod estimate 2 therm per year per KSF =0.001*1258 F = Additional electricity use for equivalent electrified end uses with measure = 1.19 kWh per year per KSF Table E-15.2 G = Carbon intensity of natural gas (commercial) = 119 lb CO 2e per MMBtu H = Carbon intensity of local electricity provider (MCE) = 184 l b CO2e per MWh Table E-4.3 I = Conversion from therm to MMBtu = 0.1 MMBtu per therm J = Conversion from lb to MT = 0.000454 MT per lb
K = Conversion from kWh to MWh = 0.001 MWh per kWh
D = Electricity demand forecast zone =
D = Electricity demand forecast zone =

Page 1335 of 1565 ends

Terminal One - 2022 Modified Project - Responses transferred from hand marked copy CalEEMod Inputs
Construction
Proposed Land Uses Size Units Area (sqft)
Single Family Housing 155 DU 405,000.00
High Turnover (Sit Down Restaurant) 2 1000sqft 2,000.00 Neighborhood Clubhouse 3.5 1000sqft 3,500.00
Site Area 13.12 acres
Area to be demolished 95,040 square feet area of existing warehous e Total Proposed building area 407,000 square feet
Volume of infill to be brought in 43,500 cubic yards
Volume of material to be exported 1,500 cubic yards
Total Onsite Parking Spaces 365 spaces
Interior garage spaces in homes 310 spaces
Driveway 18 spaces 10/1/2023 12/31/2023 65
Parking Stalls 16 spaces 162 sqft 1/1/2024 12/31/2024 262 On-street 21 spaces 160 sqft 1/1/2025 12/31/2025 261
Total Offsite Parking spaces 53 spaces 1/1/2026 12/31/2026 261 1/1/2027 10/1/2027 196
Construction schedule
Start date of construction 10/1/2023
First year of operation 2027
Construction Phase From To # of days
Site work - demo, remediation, site prep and grading 10/1/2023 10/1/2024 262 60 262 10/1/2023 10/1/2024 Demo, remediation, site prep and grading - Demolition 10/1/2023 1/30/2024 87 Demolition 10/1/2023 10/27/2023 20 87 - Site Preparation 1/31/2024 4/1/2024 44 Site Preparation 10/28/2023 11/10/2023 10 44 - Grading 4/2/2024 10/1/2024 131 Grading 11/11/2023 12/22/2023 30 131 Building Construction 10/2/2024 5/27/2027 692 Building Construction 12/23/2023 2/14/2025 300 692 Paving 5/28/2027 7/30/2027 46 Paving 2/15/2025 3/14/2025 20 46 Architectural Coating 7/31/2027 10/1/2027 45 Architectural Coating 3/15/2025 4/11/2025 20 46 783 340 784 10/1/2024 10/1/2027 Building construction
Construction Equipment - CalEEMod defaults used
Equipment Number No. of Da ys used Hrs /day used Horse power combined default equipment for demo, site prep and grading Concrete/Industrial Saws 1 87 8.00 81
Graders 3 87 8.00 162
Rubber Tired Dozers 2 87 8.00 255
Rubber Tired Dozers 3 44 8.00 255
Tractors/Loaders/Backhoes 4 44 8.00 97
Excavators 2 131 8.00 162
Graders 1 131 8.00 174
Rubber Tired Dozers 1 131 8.00 255
Scrapers 2 131 8.00 361
Tractors/Loaders/Backhoes 2 131 8.00 97
Cranes 1 692 7.00 226
Forklifts 3 692 8.00 89
Generator Sets 1 692 8.00 84
Tractors/Loaders/Backhoes 3 692 7.00 97
Welders 1 692 8.00 46
Pavers 2 46 8.00 125
Paving Equipment 2 46 8.00 130
Rollers 2 46 8.00 80
Estimated by ESA
Site work - demo, remediation, site prep and grading
- Demolition
- Site Preparation
- Grading
Paving
Architectural Coating
Data provided in response to RFI CalEEMod defaults available if project specific data is not available.

Any data shown in these cells is from the 2016 project
Data available from
project materials
Building Construction

Page 1336 of 1565 ends

Air Compressors 1 45 6.00 78
Vehicle Trips - CalEEMod defaults
Construction Phase
Worker Commute
trips/day Vendor Trips/ day Hauling trips/day
- Demolition 15 0 432
- Site Preparation 18 0 0
- Grading 20 0 4449
Building Construction 58 17 0
Paving 15 0 0
Architectural Coating 12 0 0

Page 1337 of 1565 ends

Woodstoves - No woodburning or gas fireplaces
Table Name Column Name Default Value New Value
tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 Off-road Equipment -
Grading -
Demolition -
Vehicle Trips - Adjustments based on project transportation study Construction Off-road Equipment Mitigation - Tier 4F for BACT Trips and VMT - 43,000 CY of fill + 1500 CY of offhaul, 10 CY trucks

1.3 User Entered Comments & Non-Default Data
Project Characteristics -
Land Use - From Applicant
Construction Phase - See AQ data sheets for schedule
Off-road Equipment - Based on applicant input
Off-road Equipment -
526
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033 N2O Intensity
(lb/MWhr)

0.004
58 Climate Zone 5 Operational Year 2027
Utility Company Pacific Gas and Electric Company

1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) Contra Costa County, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Terminal One - Modified Project
Racquet Club 3.50 1000sqft 0.00 3,500.00 0
High Turnover (Sit Down Restaurant) 2.00 1000sqft 0.00 2,000.00 0 Single Family Housing 184.00 Dwelling Unit 59.74 331,200.00

Page 1338 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied tblConstructionPhase NumDays 10.00 44.00
tblConstructionPhase NumDays 30.00 131.00
tblConstructionPhase NumDays 20.00 46.00
tblConstructionPhase NumDays 300.00 692.00
tblConstructionPhase NumDays 20.00 87.00
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstructionPhase NumDays 20.00 45.00
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 6.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 9.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 3.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 5.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00

Page 1339 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.0 Emissions Summary
tblVehicleTrips WD_TR 14.03 0.00
tblVehicleTrips WD_TR 9.44 9.62
tblVehicleTrips SU_TR 8.55 8.71
tblVehicleTrips WD_TR 112.18 105.00
tblVehicleTrips SU_TR 142.64 133.51
tblVehicleTrips SU_TR 17.40 0.00
tblVehicleTrips ST_TR 21.35 0.00
tblVehicleTrips ST_TR 9.54 9.72
tblTripsAndVMT HaulingTripNumber 4,449.00 9,000.00
tblVehicleTrips ST_TR 122.40 114.57
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment UsageHours 7.00 0.00
tblLandUse LotAcreage 0.05 0.00
tblLandUse LotAcreage 0.08 0.00
tblGrading MaterialExported 0.00 1,500.00
tblGrading MaterialImported 0.00 43,500.00
tblFireplaces NumberGas 38.75 0.00
tblFireplaces NumberWood 66.65 0.00
tblConstructionPhase PhaseStartDate 2/15/2025 5/28/2027 tblConstructionPhase PhaseStartDate 10/28/2023 1/31/2024 tblConstructionPhase PhaseStartDate 12/23/2023 10/2/2024 tblConstructionPhase PhaseStartDate 11/11/2023 4/2/2024 tblConstructionPhase PhaseEndDate 11/10/2023 4/1/2024
tblConstructionPhase PhaseStartDate 3/15/2025 7/31/2027 tblConstructionPhase PhaseEndDate 12/22/2023 10/1/2024
tblConstructionPhase PhaseEndDate 3/14/2025 7/30/2027
tblConstructionPhase PhaseEndDate 2/14/2025 5/27/2027
tblConstructionPhase PhaseEndDate 10/27/2023 1/30/2024
tblConstructionPhase PhaseEndDate 4/11/2025 10/1/2027

Page 1340 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

0.00 0.00 0.00 0.00 0.00 0.000.00 90.47 17.00 0.00 89.93 31.66 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent Reduction 15.98 75.70 -9.11 0.00
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2ROG NOx CO SO2 Fugitive
PM10
0 829.7169 829.7169 0.1725 0.0446 847.31191.1578 0.0151 1.1729 0.4936 0.0149 0.5084Maximum 2.9091 0.9914 3.601 9.10E-03 0 186.8405 186.8405 0.0371 2.89E-03 188.63030.0349 3.01E-03 0.0379 9.42E-03 2.99E-03 0.01242027 2.9091 0.1774 1.3122 2.13E-03 0 329.4568 329.4568 0.0543 7.17E-03 332.95150.0746 5.09E-03 0.0797 0.0202 5.04E-03 0.02522026 0.0533 0.3642 2.1515 3.76E-03 0 331.5479 331.5479 0.0544 7.36E-03 335.10150.0746 5.11E-03 0.0797 0.0202 5.06E-03 0.02522025 0.0544 0.3659 2.1606 3.78E-03 0 829.7169 829.7169 0.1725 0.0446 847.31191.1578 0.0151 1.1729 0.4936 0.0149 0.50842024 0.093 0.9914 3.601 9.10E-03 0 123.1032 123.1032 0.0313 1.61E-03 124.36660.0416 2.20E-03 0.0438 7.07E-03 2.19E-03 9.26E-032023 0.0166 0.0877 0.7726 1.39E-03 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 829.7175 829.7175 0.1725 0.0446 847.31261.1578 0.1462 1.304 0.4936 0.1352 0.6288Maximum 2.9703 3.9304 3.1418 9.10E-03 0 186.8407 186.8407 0.0371 2.89E-03 188.63050.0349 0.0327 0.0676 9.42E-03 0.0307 0.04012027 2.9703 0.7757 1.2166 2.13E-03 0 329.4571 329.4571 0.0543 7.17E-03 332.95180.0746 0.0543 0.129 0.0202 0.0514 0.07162026 0.1614 1.3732 2.0705 3.76E-03 0 331.5482 331.5482 0.0544 7.36E-03 335.10180.0746 0.0543 0.129 0.0202 0.0514 0.07162025 0.1625 1.3749 2.0796 3.78E-03 0 829.7175 829.7175 0.1725 0.0446 847.31261.1578 0.1462 1.304 0.4936 0.1352 0.62882024 0.3516 3.9304 3.1418 9.10E-03 0 123.1033 123.1033 0.0313 1.61E-03 124.36680.0416 0.0326 0.0742 7.07E-03 0.0304 0.03742023 0.0754 0.7208 0.6544 1.39E-03 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2

2.1 Overall Construction
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10

Page 1341 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

58.0547 1,796.85 1,854.90 3.2645 0.0787 1,959.961.5898 0.1048 1.6945 0.4248 0.1041 0.5288Total 2.4422 1.1186 8.3843 0.017

3.4622 7.5789 11.0411 0.3568 8.55E-03 22.508100 00Water

46.6494 0 46.6494 2.7569 0 115.571800 00Waste
0 1,244.96 1,244.96 0.0811 0.06 1,264.871.5898 9.83E-03 1.5996 0.4248 9.16E-03 0.4339Mobile 0.7177 0.7492 6.4991 0.0135 0 542.0765 542.0765 0.0305 0.0101 545.85290.028 0.028 0.028 0.028Energy 0.0406 0.3478 0.1566 2.21E-03

7.9432 2.2318 10.175 0.0393 0 11.15670.0669 0.0669 0.0669 0.0669Area 1.684 0.0217 1.7286 1.26E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
16 7-1-2027 9-30-2027 2.9662 2.8549
Highest 2.9662 2.8549
14 1-1-2027 3-31-2027 0.3783 0.1032
15 4-1-2027 6-30-2027 0.3545 0.0830
12 7-1-2026 9-30-2026 0.3857 0.1044
13 10-1-2026 12-31-2026 0.3874 0.1062
10 1-1-2026 3-31-2026 0.3790 0.1039
11 4-1-2026 6-30-2026 0.3815 0.1033
8 7-1-2025 9-30-2025 0.3864 0.1051
9 10-1-2025 12-31-2025 0.3882 0.1069
6 1-1-2025 3-31-2025 0.3797 0.1046
7 4-1-2025 6-30-2025 0.3822 0.1040
4 7-1-2024 9-30-2024 1.4707 0.4346
5 10-1-2024 12-31-2024 0.4258 0.1115
2 1-1-2024 3-31-2024 0.9076 0.0904
3 4-1-2024 6-30-2024 1.4494 0.4260
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/qu arter) Maximum Mitigated ROG + NOX (tons/quarter) 1 10-1-2023 12-31-2023 0.8055 0.1061

Page 1342 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Load Factor
Architectural Coating Air Compressors 1 6.00 78 0.48
Acres of Grading (Site Preparation Phase): 66
Acres of Grading (Grading Phase): 393
Acres of Paving: 0
Residential Indoor: 820,125; Residential Outdoor: 273,375; Non-Residential Indoor: 8,250; Non-Residential Outdoor: 2,750; Striped Parking Area: 0 OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 692
6 Architectural Coating Architectural Coating 7/31/2027 10/1/2027 5 4 5 5 Building Construction Building Construction 10/2/2024 5/27/2027 5 131
4 Demolition Demolition 10/1/2023 1/30/2024 5 87
3 Grading Grading 4/2/2024 10/1/2024 5
44 2 Paving Paving 5/28/2027 7/30/2027 5 46
End Date Num Days
Week
Num Days Phase Description
1 Site Preparation Site Preparation 1/31/2024 4/1/2024 5

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date

0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive
PM10

58.0547 1,796.85 1,854.90 3.2645 0.0787 1,959.961.5898 0.1048 1.6945 0.4248 0.1041 0.5288Total 2.4422 1.1186 8.3843 0.017

3.4622 7.5789 11.0411 0.3568 8.55E-03 22.508100 00Water

46.6494 0 46.6494 2.7569 0 115.571800 00Waste
0 1,244.96 1,244.96 0.0811 0.06 1,264.871.5898 9.83E-03 1.5996 0.4248 9.16E-03 0.4339Mobile 0.7177 0.7492 6.4991 0.0135 0 542.0765 542.0765 0.0305 0.0101 545.85290.028 0.028 0.028 0.028Energy 0.0406 0.3478 0.1566 2.21E-03

7.9432 2.2318 10.175 0.0393 0 11.15670.0669 0.0669 0.0669 0.0669Area 1.6840 0.0217 1.7286 1.26E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1343 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.1 Mitigation Measures Construction
Use Cleaner Engines for Construction Equipment

10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

7.30 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 12.00 0.00 0.00
Paving 6 15.00 0.00 0.00 10.80

10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

7.30 20.00 LD_Mix HDT_Mix HHDT
Building Construction 8 58.00 17.00 0.00
Grading 8 20.00 0.00 9,000.00 10.80

10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

7.30 20.00 LD_Mix HDT_Mix HHDT
Site Preparation 7 18.00 0.00 0.00
Demolition 6 15.00 0.00 432.00 10.80
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor Vehicle
Class
Hauling
Vehicle Class
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Building Construction Welders 1 8.00 46 0.45
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Scrapers 2 8.00 367 0.48
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Grading Rubber Tired Dozers 1 8.00 247 0.40
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Paving Rollers 2 8.00 80 0.38
Paving Paving Equipment 2 8.00 132 0.36
Paving Pavers 2 8.00 130 0.42
Grading Graders 1 8.00 187 0.41
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Forklifts 3 8.00 89 0.20
Grading Excavators 2 8.00 158 0.38
Demolition Excavators 3 8.00 158 0.38
Building Construction Cranes 0 0.00 231 0.29
Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Page 1344 of 1565 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 0 73.6055 73.6055 0.0238 0 74.20060.4325 1.37E-03 0.4338 0.2223 1.37E-03 0.2236Total 0.0102 0.0444 0.4591 8.40E-04 0 73.6055 73.6055 0.0238 0 74.20061.37E-03 1.37E-03 1.37E-03 1.37E-03Off-Road 0.0102 0.0444 0.4591 8.40E-04 00 0 00 00.4325 0 0.4325 0.2223 0 0.2223Fugitive Dust
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 2.3631 2.3631 7.00E-05 6.00E-05 2.3843.14E-03 2.00E-05 3.16E-03 8.40E-04 1.00E-05 8.50E-04Total 9.70E-04 6.30E-04 8.27E-03 3.00E-05 0 2.3631 2.3631 7.00E-05 6.00E-05 2.3843.14E-03 2.00E-05 3.16E-03 8.40E-04 1.00E-05 8.50E-04Worker 9.70E-04 6.30E-04 8.27E-03 3.00E-05 PM10 Total
00 0 00 00 000 00Vendor 0 0 0 0

0.4595
00 0 00 00 000 00
CO2e
Category tons/yr MT/yr
Hauling 0 0 0 0
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2 Fugitive PM10
Exhaust
PM10

0.0249
00000
Fugitive
PM2.5
Exhaust
PM2.5

0.0238 0 74.2007
Unmitigated Construction Off-Site
ROG NOx CO

0.2223 0.0249 0.2471 0 73.6055 73.6055Total 0.0585 0.5979 0.4034 8.40E-04 0.4325 0.0271 Off-Road 0.0585 0.5979 0.4034
0 0.4325 0.2223 0 0.2223 0
Category tons/yr MT/yr
Fugitive Dust 0.4325

74.20070.0249 0 73.6055 73.6055 0.0238 08.40E-04 0.0271 0.0271 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

3.2 Site Preparation - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2

Page 1345 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 0 1.8699 1.8699 4.00E-05 5.00E-05 1.8852.74E-03 1.00E-05 2.75E-03 7.30E-04 1.00E-05 7.40E-04Total 7.00E-04 4.10E-04 6.02E-03 2.00E-05 0 1.8699 1.8699 4.00E-05 5.00E-05 1.8852.74E-03 1.00E-05 2.75E-03 7.30E-04 1.00E-05 7.40E-04Worker 7.00E-04 4.10E-04 6.02E-03 2.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 46.0443 46.0443 0.0149 0 46.41669.63E-03 9.63E-03 8.86E-03 8.86E-03Total 0.0211 0.1974 0.3353 5.20E-04 00 0 00 000 00Paving 0
0 46.0443 46.0443 0.0149 0 46.41669.63E-03 9.63E-03 8.86E-03 8.86E-03Off-Road 0.0211 0.1974 0.3353 5.20E-04 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.3 Paving - 2027
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 2.3631 2.3631 7.00E-05 6.00E-05 2.3843.14E-03 2.00E-05 3.16E-03 8.40E-04 1.00E-05 8.50E-04Total 9.70E-04 6.30E-04 8.27E-03 3.00E-05 0 2.3631 2.3631 7.00E-05 6.00E-05 2.3843.14E-03 2.00E-05 3.16E-03 8.40E-04 1.00E-05 8.50E-04Worker 9.70E-04 6.30E-04 8.27E-03 3.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1346 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Unmitigated Construction Off-Site
0 357.1029 357.1029 0.1155 0 359.99020.6028 0.0875 0.6903 0.2393 0.0805 0.3198Total 0.2108 2.1207 1.8158 4.07E-03 0 357.1029 357.1029 0.1155 0 359.99020.0875 0.0875 0.0805 0.0805Off-Road 0.2108 2.1207 1.8158 4.07E-03 00 0 00 00.6028 0 0.6028 0.2393 0 0.2393Fugitive Dust
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.4 Grading - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 1.8699 1.8699 4.00E-05 5.00E-05 1.8852.74E-03 1.00E-05 2.75E-03 7.30E-04 1.00E-05 7.40E-04Total 7.00E-04 4.10E-04 6.02E-03 2.00E-05 0 1.8699 1.8699 4.00E-05 5.00E-05 1.8852.74E-03 1.00E-05 2.75E-03 7.30E-04 1.00E-05 7.40E-04Worker 7.00E-04 4.10E-04 6.02E-03 2.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 46.0442 46.0442 0.0149 0 46.41658.60E-04 8.60E-04 8.60E-04 8.60E-04Total 6.45E-03 0.028 0.3978 5.20E-04 00 0 00 000 00Paving 0
0 46.0442 46.0442 0.0149 0 46.41658.60E-04 8.60E-04 8.60E-04 8.60E-04Off-Road 6.45E-03 0.028 0.3978 5.20E-04 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1347 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.5 Demolition - 2023
0 271.9572 271.9572 8.86E-03 0.0421 284.72150.0867 5.03E-03 0.0918 0.0238 4.82E-03 0.0286Total 0.0125 0.609 0.1701 2.76E-03 0 7.8175 7.8175 2.20E-04 2.10E-04 7.88640.0104 5.00E-05 0.0104 2.76E-03 5.00E-05 2.81E-03Worker 3.20E-03 2.09E-03 0.0274 9.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
0 264.1398 264.1398 8.64E-03 0.0419 276.83520.0763 4.98E-03 0.0813 0.021 4.77E-03 0.0258Hauling 9.28E-03 0.6069 0.1428 2.67E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 357.1025 357.1025 0.1155 0 359.98980.6028 6.65E-03 0.6095 0.2393 6.65E-03 0.246Total 0.0499 0.2162 2.1614 4.07E-03 0 357.1025 357.1025 0.1155 0 359.98986.65E-03 6.65E-03 6.65E-03 6.65E-03Off-Road 0.0499 0.2162 2.1614 4.07E-03 00 0 00 00.6028 0 0.6028 0.2393 0 0.2393Fugitive Dust
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 271.9572 271.9572 8.86E-03 0.0421 284.72150.0867 5.03E-03 0.0918 0.0238 4.82E-03 0.0286Total 0.0125 0.609 0.1701 2.76E-03 0 7.8175 7.8175 2.20E-04 2.10E-04 7.88640.0104 5.00E-05 0.0104 2.76E-03 5.00E-05 2.81E-03Worker 3.20E-03 2.09E-03 0.0274 9.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
0 264.1398 264.1398 8.64E-03 0.0419 276.83520.0763 4.98E-03 0.0813 0.021 4.77E-03 0.0258Hauling 9.28E-03 0.6069 0.1428 2.67E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1348 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Mitigated Construction Off-Site
0 110.4741 110.4741 0.0309 0 111.24760.035 2.00E-03 0.037 5.29E-03 2.00E-03 7.29E-03Total 0.015 0.0651 0.7566 1.26E-03 0 110.4741 110.4741 0.0309 0 111.24762.00E-03 2.00E-03 2.00E-03 2.00E-03Off-Road 0.015 0.0651 0.7566 1.26E-03 00 0 00 00.035 0 0.035 5.29E-03 0 5.29E-03Fugitive Dust Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 12.6291 12.6291 4.00E-04 1.62E-03 13.11916.61E-03 2.00E-04 6.80E-03 1.78E-03 1.90E-04 1.97E-03Total 1.61E-03 0.0226 0.016 1.30E-04 0 3.0072 3.0072 9.00E-05 9.00E-05 3.03483.87E-03 2.00E-05 3.89E-03 1.03E-03 2.00E-05 1.05E-03Worker 1.28E-03 8.70E-04 0.0109 3.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
0 9.6219 9.6219 3.10E-04 1.53E-03 10.08432.74E-03 1.80E-04 2.91E-03 7.50E-04 1.70E-04 9.20E-04Hauling 3.30E-04 0.0217 5.10E-03 1.00E-04 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 110.4742 110.4742 0.0309 0 111.24770.035 0.0324 0.0674 5.29E-03 0.0302 0.0355Total 0.0738 0.6982 0.6384 1.26E-03 0 110.4742 110.4742 0.0309 0 111.24770.0324 0.0324 0.0302 0.0302Off-Road 0.0738 0.6982 0.6384 1.26E-03 00 0 00 00.035 0 0.035 5.29E-03 0 5.29E-03Fugitive Dust Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1349 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 0 4.1908 4.1908 1.30E-04 5.40E-04 4.35352.24E-03 7.00E-05 2.30E-03 6.00E-04 7.00E-05 6.60E-04Total 5.10E-04 7.63E-03 5.18E-03 4.00E-05 0 0.9846 0.9846 3.00E-05 3.00E-05 0.99331.31E-03 1.00E-05 1.31E-03 3.50E-04 1.00E-05 3.50E-04Worker 4.00E-04 2.60E-04 3.45E-03 1.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
0 3.2061 3.2061 1.00E-04 5.10E-04 3.36029.30E-04 6.00E-05 9.90E-04 2.50E-04 6.00E-05 3.10E-04Hauling 1.10E-04 7.37E-03 1.73E-03 3.00E-05 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 37.3957 37.3957 0.0105 0 37.65720.0118 0.0106 0.0224 1.79E-03 9.81E-03 0.0116Total 0.0247 0.2297 0.2168 4.30E-04 0 37.3957 37.3957 0.0105 0 37.65720.0106 0.0106 9.81E-03 9.81E-03Off-Road 0.0247 0.2297 0.2168 4.30E-04 00 0 00 00.0118 0 0.0118 1.79E-03 0 1.79E-03Fugitive Dust Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.5 Demolition - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 12.6291 12.6291 4.00E-04 1.62E-03 13.11916.61E-03 2.00E-04 6.80E-03 1.78E-03 1.90E-04 1.97E-03Total 1.61E-03 0.0226 0.016 1.30E-04 0 3.0072 3.0072 9.00E-05 9.00E-05 3.03483.87E-03 2.00E-05 3.89E-03 1.03E-03 2.00E-05 1.05E-03Worker 1.28E-03 8.70E-04 0.0109 3.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
0 9.6219 9.6219 3.10E-04 1.53E-03 10.08432.74E-03 1.80E-04 2.91E-03 7.50E-04 1.70E-04 9.20E-04Hauling 3.30E-04 0.0217 5.10E-03 1.00E-04 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1350 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Total CO2 CH4 N2O CO2ePM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 60.9348 60.9348 0.0132 0 61.26370.0158 0.0158 0.0149 0.0149Total 0.0384 0.3373 0.475 7.10E-04 0 60.9348 60.9348 0.0132 0 61.26370.0158 0.0158 0.0149 0.0149Off-Road 0.0384 0.3373 0.475 7.10E-04 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.6 Building Construction - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 4.1908 4.1908 1.30E-04 5.40E-04 4.35352.24E-03 7.00E-05 2.30E-03 6.00E-04 7.00E-05 6.60E-04Total 5.10E-04 7.63E-03 5.18E-03 4.00E-05 0 0.9846 0.9846 3.00E-05 3.00E-05 0.99331.31E-03 1.00E-05 1.31E-03 3.50E-04 1.00E-05 3.50E-04Worker 4.00E-04 2.60E-04 3.45E-03 1.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
0 3.2061 3.2061 1.00E-04 5.10E-04 3.36029.30E-04 6.00E-05 9.90E-04 2.50E-04 6.00E-05 3.10E-04Hauling 1.10E-04 7.37E-03 1.73E-03 3.00E-05 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 37.3956 37.3956 0.0105 0 37.65720.0118 6.80E-04 0.0125 1.79E-03 6.80E-04 2.47E-03Total 5.09E-03 0.022 0.2561 4.30E-04 0 37.3956 37.3956 0.0105 0 37.65726.80E-04 6.80E-04 6.80E-04 6.80E-04Off-Road 5.09E-03 0.022 0.2561 4.30E-04 00 0 00 00.0118 0 0.0118 1.79E-03 0 1.79E-03Fugitive Dust Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1351 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Total CO2 CH4 N2O CO2ePM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.6 Building Construction - 2025
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 22.1676 22.1676 5.30E-04 1.89E-03 22.74170.0186 2.20E-04 0.0188 5.03E-03 2.10E-04 5.23E-03Total 5.21E-03 0.0277 0.0472 2.30E-04 0 11.2488 11.2488 3.10E-04 3.10E-04 11.34790.015 7.00E-05 0.015 3.98E-03 7.00E-05 4.04E-03Worker 4.60E-03 3.01E-03 0.0394 1.20E-04 0 10.9188 10.9188 2.20E-04 1.58E-03 11.39383.64E-03 1.50E-04 3.78E-03 1.05E-03 1.40E-04 1.19E-03Vendor 6.10E-04 0.0246 7.86E-03 1.10E-04 00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 60.9347 60.9347 0.0132 0 61.26361.06E-03 1.06E-03 1.06E-03 1.06E-03Total 8.64E-03 0.0639 0.4935 7.10E-04 0 60.9347 60.9347 0.0132 0 61.26361.06E-03 1.06E-03 1.06E-03 1.06E-03Off-Road 8.64E-03 0.0639 0.4935 7.10E-04 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 22.1676 22.1676 5.30E-04 1.89E-03 22.74170.0186 2.20E-04 0.0188 5.03E-03 2.10E-04 5.23E-03Total 5.21E-03 0.0277 0.0472 2.30E-04 0 11.2488 11.2488 3.10E-04 3.10E-04 11.34790.015 7.00E-05 0.015 3.98E-03 7.00E-05 4.04E-03Worker 4.60E-03 3.01E-03 0.0394 1.20E-04 0 10.9188 10.9188 2.20E-04 1.58E-03 11.39383.64E-03 1.50E-04 3.78E-03 1.05E-03 1.40E-04 1.19E-03Vendor 6.10E-04 0.0246 7.86E-03 1.10E-04 00 0 00 00 000 00Hauling 0 0 0 0
Category tons/yr MT/yr

Page 1352 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 0 43.142 43.142 8.70E-04 6.21E-03 45.01280.0146 5.90E-04 0.0152 4.22E-03 5.60E-04 4.78E-03Vendor 2.41E-03 0.0985 0.0309 4.40E-04 00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 244.7663 244.7663 0.0524 0 246.07684.24E-03 4.24E-03 4.24E-03 4.24E-03Total 0.0347 0.2566 1.9818 2.86E-03 0 244.7663 244.7663 0.0524 0 246.07684.24E-03 4.24E-03 4.24E-03 4.24E-03Off-Road 0.0347 0.2566 1.9818 2.86E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 86.7817 86.7817 2.02E-03 7.36E-03 89.02470.0746 8.60E-04 0.0755 0.0202 8.10E-04 0.021Total 0.0197 0.1094 0.1788 9.20E-04 0 43.6397 43.6397 1.15E-03 1.15E-03 44.01190.06 2.70E-04 0.0603 0.016 2.50E-04 0.0162Worker 0.0173 0.0109 0.1479 4.80E-04 0 43.142 43.142 8.70E-04 6.21E-03 45.01280.0146 5.90E-04 0.0152 4.22E-03 5.60E-04 4.78E-03Vendor 2.41E-03 0.0985 0.0309 4.40E-04 00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 244.7666 244.7666 0.0524 0 246.07710.0535 0.0535 0.0506 0.0506Total 0.1427 1.2656 1.9008 2.86E-03 0 244.7666 244.7666 0.0524 0 246.07710.0535 0.0535 0.0506 0.0506Off-Road 0.1427 1.2656 1.9008 2.86E-03 Category tons/yr MT/yr

Page 1353 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 0 244.7663 244.7663 0.0524 0 246.07684.24E-03 4.24E-03 4.24E-03 4.24E-03Total 0.0347 0.2566 1.9818 2.86E-03 0 244.7663 244.7663 0.0524 0 246.07684.24E-03 4.24E-03 4.24E-03 4.24E-03Off-Road 0.0347 0.2566 1.9818 2.86E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 84.6905 84.6905 1.90E-03 7.17E-03 86.87470.0746 8.40E-04 0.0755 0.0202 8.00E-04 0.021Total 0.0187 0.1077 0.1698 9.00E-04 0 42.2697 42.2697 1.05E-03 1.09E-03 42.62020.06 2.60E-04 0.0603 0.016 2.40E-04 0.0162Worker 0.0163 9.88E-03 0.1394 4.60E-04 0 42.4209 42.4209 8.50E-04 6.08E-03 44.25440.0146 5.80E-04 0.0152 4.22E-03 5.60E-04 4.78E-03Vendor 2.35E-03 0.0978 0.0304 4.40E-04 00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 244.7666 244.7666 0.0524 0 246.07710.0535 0.0535 0.0506 0.0506Total 0.1427 1.2656 1.9008 2.86E-03 0 244.7666 244.7666 0.0524 0 246.07710.0535 0.0535 0.0506 0.0506Off-Road 0.1427 1.2656 1.9008 2.86E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.6 Building Construction - 2026
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 86.7817 86.7817 2.02E-03 7.36E-03 89.02470.0746 8.60E-04 0.0755 0.0202 8.10E-04 0.021Total 0.0197 0.1094 0.1788 9.20E-04 0 43.6397 43.6397 1.15E-03 1.15E-03 44.01190.06 2.70E-04 0.0603 0.016 2.50E-04 0.0162Worker 0.0173 0.0109 0.1479 4.80E-04

Page 1354 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 0 33.249 33.249 7.30E-04 2.81E-03 34.10450.03 3.30E-04 0.0304 8.12E-03 3.10E-04 8.43E-03Total 7.10E-03 0.0426 0.0652 3.50E-04 0 16.5036 16.5036 3.90E-04 4.20E-04 16.63730.0242 1.00E-04 0.0243 6.42E-03 9.00E-05 6.51E-03Worker 6.18E-03 3.64E-03 0.0532 1.80E-04 0 16.7454 16.7454 3.40E-04 2.39E-03 17.46725.87E-03 2.30E-04 6.11E-03 1.70E-03 2.20E-04 1.92E-03Vendor 9.20E-04 0.039 0.012 1.70E-04 00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 98.4693 98.4693 0.0211 0 98.99650.0215 0.0215 0.0204 0.0204Total 0.0574 0.5091 0.7647 1.15E-03 0 98.4693 98.4693 0.0211 0 98.99650.0215 0.0215 0.0204 0.0204Off-Road 0.0574 0.5091 0.7647 1.15E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.6 Building Construction - 2027
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 84.6905 84.6905 1.90E-03 7.17E-03 86.87470.0746 8.40E-04 0.0755 0.0202 8.00E-04 0.021Total 0.0187 0.1077 0.1698 9.00E-04 0 42.2697 42.2697 1.05E-03 1.09E-03 42.62020.06 2.60E-04 0.0603 0.016 2.40E-04 0.0162Worker 0.0163 9.88E-03 0.1394 4.60E-04 0 42.4209 42.4209 8.50E-04 6.08E-03 44.25440.0146 5.80E-04 0.0152 4.22E-03 5.60E-04 4.78E-03Vendor 2.35E-03 0.0978 0.0304 4.40E-04 00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1355 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Unmitigated Construction Off-Site
0 5.7448 5.7448 3.10E-04 0 5.75271.16E-03 1.16E-03 1.16E-03 1.16E-03Total 2.8835 0.0258 0.0407 7.00E-05 0 5.7448 5.7448 3.10E-04 0 5.75271.16E-03 1.16E-03 1.16E-03 1.16E-03Off-Road 3.84E-03 0.0258 0.0407 7.00E-05 00 0 00 000 00Archit. Coating 2.8796
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2

3.7 Architectural Coating - 2027
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 33.249 33.249 7.30E-04 2.81E-03 34.10450.03 3.30E-04 0.0304 8.12E-03 3.10E-04 8.43E-03Total 7.10E-03 0.0426 0.0652 3.50E-04 0 16.5036 16.5036 3.90E-04 4.20E-04 16.63730.0242 1.00E-04 0.0243 6.42E-03 9.00E-05 6.51E-03Worker 6.18E-03 3.64E-03 0.0532 1.80E-04 0 16.7454 16.7454 3.40E-04 2.39E-03 17.46725.87E-03 2.30E-04 6.11E-03 1.70E-03 2.20E-04 1.92E-03Vendor 9.20E-04 0.039 0.012 1.70E-04 00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 98.4692 98.4692 0.0211 0 98.99641.71E-03 1.71E-03 1.71E-03 1.71E-03Total 0.014 0.1032 0.7973 1.15E-03 0 98.4692 98.4692 0.0211 0 98.99641.71E-03 1.71E-03 1.71E-03 1.71E-03Off-Road 0.014 0.1032 0.7973 1.15E-03 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1356 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

4.0 Operational Detail - Mobile
0 1.4634 1.4634 3.00E-05 4.00E-05 1.47522.14E-03 1.00E-05 2.15E-03 5.70E-04 1.00E-05 5.80E-04Total 5.50E-04 3.20E-04 4.71E-03 2.00E-05 0 1.4634 1.4634 3.00E-05 4.00E-05 1.47522.14E-03 1.00E-05 2.15E-03 5.70E-04 1.00E-05 5.80E-04Worker 5.50E-04 3.20E-04 4.71E-03 2.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 5.7448 5.7448 3.10E-04 0 5.75279.00E-05 9.00E-05 9.00E-05 9.00E-05Total 2.8803 2.90E-03 0.0412 7.00E-05 0 5.7448 5.7448 3.10E-04 0 5.75279.00E-05 9.00E-05 9.00E-05 9.00E-05Off-Road 6.70E-04 2.90E-03 0.0412 7.00E-05 00 0 00 000 00Archit. Coating 2.8796
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
0 1.4634 1.4634 3.00E-05 4.00E-05 1.47522.14E-03 1.00E-05 2.15E-03 5.70E-04 1.00E-05 5.80E-04Total 5.50E-04 3.20E-04 4.71E-03 2.00E-05 0 1.4634 1.4634 3.00E-05 4.00E-05 1.47522.14E-03 1.00E-05 2.15E-03 5.70E-04 1.00E-05 5.80E-04Worker 5.50E-04 3.20E-04 4.71E-03 2.00E-05 00 0 00 00 000 00Vendor 0 0 0 0
00 0 00 00 000 00Hauling 0 0 0 0
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1357 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied NBio- CO2 Total CO2 CH4 N2O CO2eExhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy
ROG NOx CO SO2 Fugitive
PM10

0.007099 0.000543 0.000320 0.025363 0.001550 0.003084

0.001550 0.003084
Single Family Housing 0.570999 0.055864 0.177179 0.122392 0.022700 0. 005539 0.007367

0.005539 0.007367 0.007099 0.000543 0.000320 0.025363Racquet Club 0.570999 0.055864 0.177179 0.122392 0.022700

0.007099 0.000543 0.000320 0.025363 0.001550 0.003084

SBUS MH
High Turnover (Sit Down Restaurant) 0.570999 0.055864 0.177179 0.12 2392 0.022700 0.005539 0.007367 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1

15.00 54.00 86 11 3

4.4 Fleet Mix

69.50 19.00 52 39 9
Single Family Housing 10.80 4.80 5.70 31.00

72.50 19.00 37 20 43
Racquet Club 9.50 7.30 7.30 11.50
H-S or C-C H-O or C-NW Primary Diverted Pass-by
High Turnover (Sit Down
Restaurant)

9.50 7.30 7.30 8.50

4.3 Trip Type Information
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W
Total 1,980.08 2,017.62 1,869.66 4,295,294 4,295,294
Single Family Housing 1,770.08 1,788.48 1602.64 4,039,015 4,039,015 Racquet Club 0.00 0.00 0.00
Annual VMT
High Turnover (Sit Down Restaurant) 210.00 229.14 267.02 256,279 256 ,279

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT

0.0000 1,244.9604 1,244.9604 0.0811 0.0600 1,264.87071.5898 9.8300e- 003

1.5996 0.4248 9.1600e-
003

0.4339Unmitigated 0.7177 0.7492 6.4991 0.0135

0.0000 1,244.9604 1,244.9604 0.0811 0.0600 1,264.87071.5898 9.8300e- 003

1.5996 0.4248 9.1600e-
003

0.4339Mitigated 0.7177 0.7492 6.4991 0.0135
NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2

4.1 Mitigation Measures Mobile
ROG NOx CO SO2 Fugitive
PM10

Page 1358 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 401.3922 401.3922 7.6900e-003 7.3600e-
003
403.7774

5.3 Energy by Land Use - Electricity

0.0280 0.0280 0.0280 0.0280 0.0000

6.9500e-
003
381.1759
Total 0.0406 0.3478 0.1566 2.2200e-
003

0.0265 0.0265 0.0000 378.9241 378.9241 7.2600e-0030.1392 2.0900e- 003

0.0265 0.0265

4.5890 4.5890 9.0000e-005 8.0000e-
005

4.6163
Single Family
Housing

7.10077e+
006

0.0383 0.3272

3.2000e-004 3.2000e-
004

3.2000e-
004

3.2000e-004 0.0000Racquet Club 85995 4.6000e-004 4.2200e-003 3.5400e-003 3.0000e- 005
CO2e
Land Use kBTU/yr tons/yr MT/yr
High Turnover (Sit
Down Restaurant)
335040 1.8100e-003 0.0164
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2 Fugitive PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
NaturalGas
Use
ROG NOx CO

3.3000e-
004

17.9853
401.3922 7.6900e-003 7.3600e-
003
403.7774
Mitigated

0.0280 0.0280 0.0280 0.0000 401.3922

1.2500e-
003

1.2500e-003 0.0000 17.8790 17.8790 3.4000e-0040.0138 1.0000e- 004

1.2500e-003 1.2500e-
003
381.1759
Total 0.0406 0.3478 0.1566 2.2200e-
003

0.0280

0.0265 0.0000 378.9241 378.9241 7.2600e-003 6.9500e-
003

2.0900e-
003

0.0265 0.0265 0.0265

4.5890 9.0000e-005 8.0000e-
005

4.6163
Single Family
Housing

7.10077e+
006

0.0383 0.3272 0.1392

3.2000e-
004

3.2000e-
004

3.2000e-004 0.0000 4.5890

17.9853
Racquet Club 85995 4.6000e-004 4.2200e-003 3.5400e-003 3.0000e- 005

3.2000e-004

1.2500e-003 0.0000 17.8790 17.8790 3.4000e-004 3.3000e- 004

1.0000e-
004

1.2500e-003 1.2500e-
003

1.2500e-
003
High Turnover (Sit
Down Restaurant)
335040 1.8100e-003 0.0164 0.0138
NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10

0.0000 401.3922 401.3922 7.6900e-
003

7.3600e-003 403.77740.0280 0.0280 0.0280 0.0280NaturalGas Unmitigated

0.0406 0.3478 0.1566 2.2100e-003

0.0000 401.3922 401.3922 7.6900e-
003

7.3600e-003 403.77740.0280 0.0280 0.0280 0.0280NaturalGas Mitigated

0.0406 0.3478 0.1566 2.2100e-003

0.0000 140.6843 140.6843 0.0228 2.7600e-003 142.07540.0000 0.0000 0.0000 0.0000Electricity Unmitigated

0.0000 140.6843 140.6843 0.0228 2.7600e-003 142.07540.0000 0.0000 0.0000 0.0000Electricity Mitigated Category tons/yr MT/yr

Page 1359 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

6.2 Area by SubCategory

7.9432 2.2318 10.1750 0.0393 0.0000 11.15670.0669 0.0669 0.0669 0.0669Unmitigated 1.6840 0.0217 1.7286 1.2600e-003

7.9432 2.2318 10.1750 0.0393 0.0000 11.15670.0669 0.0669 0.0669 0.0669Mitigated 1.6840 0.0217 1.7286 1.2600e-003 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2

6.0 Area Detail

6.1 Mitigation Measures Area
ROG NOx CO SO2 Fugitive
PM10
134.2840
Total 140.6843 0.0228 2.7600e-003 142.0754
Single Family
Housing

1.43714e+
006
132.9692 0.0215 2.6100e-003

5.3615
Racquet Club 26005 2.4061 3.9000e-004 5.0000e-005 2.4299 Land Use kWh/yr t
o
n
MT/yr
High Turnover (Sit
Down Restaurant)
57380 5.3090 8.6000e-004 1.0000e-004
Mitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
134.2840
Total 140.6843 0.0228 2.7600e-003 142.0754
Single Family
Housing

1.43714e+
006
132.9692 0.0215 2.6100e-003

5.3615
Racquet Club 26005 2.4061 3.9000e-004 5.0000e-005 2.4299 Land Use kWh/yr t
o
n
MT/yr
High Turnover (Sit
Down Restaurant)
57380 5.3090 8.6000e-004 1.0000e-004
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e

Page 1360 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Category t
o
n
MT/yr
Mitigated 11.0411 0.3568 8.5500e-003 22.5081

7.0 Water Detail

7.1 Mitigation Measures Water
Total CO2 CH4 N2O CO2e

7.9432 2.2318 10.1750 0.0393 0.0000 11.15670.0669 0.0669 0.0669 0.0669Total 1.6840 0.0217 1.7286 1.2600e-003

0.0000 2.2318 2.2318 2.1400e-
003

0.0000 2.28527.5700e-
003

7.5700e-003 7.5700e-
003

7.5700e-003Landscaping 0.0410 0.0157 1.3650 7.0000e-005

7.9432 0.0000 7.9432 0.0371 0.0000 8.87150.0593 0.0593 0.0593 0.0593Hearth 0.0400 5.9300e-003 0.3636 1.1900e-003

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products

1.3150

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating

0.2880
Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Mitigated
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

7.9432 2.2318 10.1750 0.0393 0.0000 11.15670.0669 0.0669 0.0669 0.0669Total 1.6840 0.0217 1.7286 1.2600e-003

0.0000 2.2318 2.2318 2.1400e-
003

0.0000 2.28527.5700e-
003

7.5700e-003 7.5700e-
003

7.5700e-003Landscaping 0.0410 0.0157 1.3650 7.0000e-005

7.9432 0.0000 7.9432 0.0371 0.0000 8.87150.0593 0.0593 0.0593 0.0593Hearth 0.0400 5.9300e-003 0.3636 1.1900e-003

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products

1.3150

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating

0.2880
Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2
Unmitigated
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

Page 1361 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied t
o
n
MT/yr

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Total CO2 CH4 N2O CO2e

20.9343
Total 11.0411 0.3568 8.5400e-003 22.5081
Single Family
Housing

10.0989 /

6.36668

10.3216 0.3302 7.9100e-003

1.1459
Racquet Club 0.207001 /

0.126872

0.2104 6.7700e-003 1.6000e-004 0.4279
Land Use Mgal t
o
n
MT/yr
High Turnover (Sit
Down Restaurant)

0.607067 /

0.038749

0.5091 0.0198 4.7000e-004
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e

20.9343
Total 11.0411 0.3568 8.5400e-003 22.5081
Single Family
Housing

10.0989 /

6.36668

10.3216 0.3302 7.9100e-003

1.1459
Racquet Club 0.207001 /

0.126872

0.2104 6.7700e-003 1.6000e-004 0.4279
Land Use Mgal t
o
n
MT/yr
High Turnover (Sit
Down Restaurant)

0.607067 /

0.038749

0.5091 0.0198 4.7000e-004

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Unmitigated 11.0411 0.3568 8.5500e-003 22.5081

Page 1362 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Load Factor Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power

93.5699
Total 46.6494 2.7569 0.0000 115.5718
Single Family
Housing
186.06 37.7685 2.2321 0.0000

11.9691
Racquet Club 19.95 4.0497 0.2393 0.0000 10.0329
Land Use tons t
o
n
MT/yr
High Turnover (Sit
Down Restaurant)

23.8 4.8312 0.2855 0.0000
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e

93.5699
Total 46.6494 2.7569 0.0000 115.5718
Single Family
Housing
186.06 37.7685 2.2321 0.0000

11.9691
Racquet Club 19.95 4.0497 0.2393 0.0000 10.0329
Land Use tons t
o
n
MT/yr
High Turnover (Sit
Down Restaurant)

23.8 4.8312 0.2855 0.0000

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Unmitigated 46.6494 2.7569 0.0000 115.5718
Mitigated 46.6494 2.7569 0.0000 115.5718

Page 1363 of 1565 ends

CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 11/2/2022 2:54 PM
Terminal One - Modified Project - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied User Defined Equipment
Equipment Type Number

11.0 Vegetation
Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating F uel Type Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor

Page 1364 of 1565 ends

Health Risk Assessment
Calculations and AERMOD Output

Page 1365 of 1565 ends

DPM and PM2.5 Emissions Summary
PM10 Exhaust PM 2.5 Exhaust PM 10 Exhaust PM2.5 Exhaust Off-road 0.0324 0.0302 2.00E-03 2.00E-03
On-road 1.66E-06 1.56E-06 1.66E-06 1.56E-06
Off-road 0.141 1.30E-01 9.76E-03 9.76E-03
On-road 5.01E-05 4.80E-05 5.01E-05 4.80E-05
Off-road 0.0535 0.0506 4.24E-03 4.24E-03
On-road 1.49E-05 1.41E-05 1.49E-05 1.06E-04
Off-road 0.0535 0.0506 4.24E-03 4.24E-03
On-road 1.46E-05 1.41E-05 1.46E-05 1.41E-05
Off-road 3.23E-02 3.23E-02 2.66E-03 2.66E-03
On-road 5.80E-06 5.55E-06 5.80E-06 5.55E-06

0.31 0.29
Haul trucks
20 miles
105600 feet
971.5 feet

0.009 modeled on-road fraction
Vendor Trucks

7.3 38544
971.5

0.025 modeled on-road fraction
2027
2023
2024
2025
Tier 4 FinalUncontrolledSourceConstruction
Year
2026

Page 1366 of 1565 ends

Terminal One Construction HRA
Cancer Risk, Hazard Index and PM 2.5 Concentration Calculations - Offsite Residential - Uncontrolle d Start Date 10/1/2023 12/31/2023 12/31/2025
Stop Date 12/30/2023 12/30/2025 Emisions (tons) Emission Rate (g/s) Emisions (tons) Emission Rate (g/s) Source Year Start Date End Date Calendar Days 3rd Trimester 0<2 2<9 Exp osure Duration Uncontrolled Uncontrolled Uncontrolled Uncontrolled Construction Equipment PAREA 2023 10 /1/2023 12 /31/2023 91 90 0 1 91 0.03 0.013 0.03 0.012 Construction Equipment PAREA 2024 1 /1/2024 12 /31/2024 365 0 365 0 365 0.14 0.014 0.13 0.013 Construction Equipment PAREA 2025 1 /1/2025 12 /31/2025 364 0 363 1 364 0.05 0.005 0.05 0.005 Construction Equipment PAREA 2026 1 /1/2026 12 /31/2026 364 0 0 364 364 0.05 0.005 0.05 0.005 Construction Equipment PAREA 2027 1 /1/2027 10 /1/2027 273 0 0 273 273 0.03 0.004 0.03 0.004 Haul Trucks ARLN 2023 10 /1/2023 12 /31/2023 91 90 0 1 91 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2024 1 /1/2024 12 /31/2024 365 0 365 0 365 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2025 1 /1/2025 12 /31/2025 364 0 363 1 364 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2026 1 /1/2026 12 /31/2026 364 0 0 364 364 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2027 1 /1/2027 10 /1/2027 273 0 0 273 273 0.00 0.000 0.00 0.000

0.31 0.29
Abbreviation UOM 3rd Trimester 0<2 2<9
DBR L/kg-day 361 1090 631
FAH unitless 11 1 Conservatively assume risk at nearby schools >1 EF days/year 0.96 0.96 0.96
ASF unitless 10 10 3
A unitless 11 1
CF1 m3/L 0.001 0.001 0.001
CF2 μg/m3 0.001 0.001 0.001
CPF mg/kg-day-1 1.1 1.1 1.1
AT years 70.00 70.00 70.00
SOURCE: Office of Environmental Health Hazard Assessment, 2015. Air Toxics Hot Spots Program Guidance Manual for the Preparatio n of Health Risk Assessments . February 2015 Daily breathing rate for residential receptor is based on the OEHHA 95th percentile moderate intensity breathing rates (OEHHA Table 5.7).

Fraction of time at home is set to values per OEHHA Table 8.4 f or residential since the nearest school has an unmitigated canc er risk of <1 per million.

Inhalation cancer potency factor from OEHHA Table 7.1
REL Pg/m3 5
Intake Factor for Inhalation, IF (m3/kg-day) = DBR*FAH*EF*ED*ASF*A*CF/AT Source 3rd Trimester 0<2 2<9 3rd Trimester 0<2 2<9
PAREA 0.012 0.000 0.000 1.34E-05 0.00E+00 7.81E-08
PAREA 0.000 0.149 0.000 0.00E+00 1.64E-04 0.00E+00
PAREA 0.000 0.148 0.000 0.00E+00 1.63E-04 7.81E-08
PAREA 0.000 0.000 0.026 0.00E+00 0.00E+00 2.84E-05
PAREA 0.000 0.000 0.019 0.00E+00 0.00E+00 2.13E-05
ARLN 0.012 0.000 0.000 1.34E-05 0.00E+00 7.81E-08
ARLN 0.000 0.149 0.000 0.00E+00 1.64E-04 0.00E+00
ARLN 0.000 0.148 0.000 0.00E+00 1.63E-04 7.81E-08
ARLN 0.000 0.000 0.026 0.00E+00 0.00E+00 2.84E-05
ARLN 0.000 0.000 0.019 0.00E+00 0.00E+00 2.13E-05
Cancer Risk UTM X UTM Y HI UTM X UTM Y PM 2.5 Conc. UTM X UTM Y MAX UNCONTROLLED 32.63 554278.0 4195929.01 0.03 554278.0 4195929.01 0. 027 554278.0 4195929.01 1313 Sanderling Island
PM2.5 concentration, CPM2.5 (Pg/m3) - at max. HI receptor PM2.5 Conc.

PAREA PAREA PAREA PAREA PAREA ARLN ARLN ARLN ARLN ARLN Pg/m3 2023 2024 2025 2026 2027 2023 2024 2025 2026 2027 Max. Annual Index Lookup HIDE 12 3 4 5 6 78 9 1 0
554277.97 4195929.010 0.109 0.117 0.046 0.046 0.039 0.000 0.000 0.000 0.000 0.000 0.027 Diesel Particulate Matter concentration, CDPM (Pg/m3)
HI
PAREA PAREA PAREA PAREA PAREA ARLN ARLN ARLN ARLN ARLN 3rd Trimester 0<2 2<9 Total C DPM/REL 2023 2024 2025 2026 2027 2023 2024 2025 2026 2027 unitless Index Lookup HIDE 12 3 4 5 6 78 9 1 0 Source: All
554517.97 4195689.01 0.025 0.027 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.32E-07 6.08E-06 4.69E-07 6.8841044 0.005 554537.97 4195689.01 0.023 0.025 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.15E-07 5.77E-06 4.45E-07 6.5325323 0.005 554557.97 4195689.01 0.022 0.024 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.99E-07 5.48E-06 4.22E-07 6.1964282 0.005 554577.97 4195689.01 0.021 0.023 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.83E-07 5.19E-06 4.00E-07 5.8760365 0.005 554597.97 4195689.01 0.020 0.022 0.008 0.008 0.007 0.000 0.000 0.000 0.00 0 0.000 2.69E-07 4.92E-06 3.80E-07 5.5725451 0.004 554617.97 4195689.01 0.019 0.021 0.008 0.008 0.006 0.000 0.000 0.000 0.00 0 0.000 2.55E-07 4.67E-06 3.60E-07 5.2858491 0.004 554637.97 4195689.01 0.018 0.020 0.007 0.007 0.006 0.000 0.000 0.000 0.00 0 0.000 2.42E-07 4.43E-06 3.42E-07 5.0154588 0.004 Conversion Factor
Exposure Duration (Days)
DPM PM 2.5
Cancer Risk Factors
Daily Breathing Rate
Fraction Of Time At Home
Exposure Frequency
Age Sensitivity Factor
Inhalation Absorption Factor
Conversion Factor

X (UTM) Y (UTM)
Project Construction
Project Construction

X (UTM) Y (UTM)
Cancer Potency Factor (diesel exhaust)
Averaging Time (for residential exposure)
Hazard Index
Chronic Inhalation
Risk Calculation Part 1, R1 = IF*CPF*CF
Risk Calculation Part 2
Cancer Risk = єR1*CDPM

Page 1367 of 1565 ends

554477.97 4195709.01 0.029 0.031 0.012 0.012 0.010 0.000 0.000 0.000 0.00 0 0.000 3.86E-07 7.07E-06 5.45E-07 8.0014251 0.006 554497.97 4195709.01 0.027 0.030 0.011 0.011 0.009 0.000 0.000 0.000 0.00 0 0.000 3.65E-07 6.69E-06 5.16E-07 7.5669268 0.006 554517.97 4195709.01 0.026 0.028 0.011 0.011 0.009 0.000 0.000 0.000 0.00 0 0.000 3.46E-07 6.34E-06 4.89E-07 7.178674 0.006 554537.97 4195709.01 0.024 0.027 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.28E-07 6.02E-06 4.64E-07 6.8084394 0.005 554557.97 4195709.01 0.023 0.025 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.10E-07 5.68E-06 4.38E-07 6.4321108 0.005 554577.97 4195709.01 0.022 0.024 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.93E-07 5.37E-06 4.14E-07 6.0748763 0.005 554597.97 4195709.01 0.021 0.022 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.77E-07 5.07E-06 3.91E-07 5.7336286 0.004 554617.97 4195709.01 0.019 0.021 0.008 0.008 0.006 0.000 0.000 0.000 0.00 0 0.000 2.61E-07 4.78E-06 3.69E-07 5.4138534 0.004 554637.97 4195709.01 0.018 0.020 0.008 0.008 0.006 0.000 0.000 0.000 0.00 0 0.000 2.47E-07 4.52E-06 3.48E-07 5.1150971 0.004 554657.97 4195709.01 0.017 0.019 0.007 0.007 0.006 0.000 0.000 0.000 0.00 0 0.000 2.33E-07 4.27E-06 3.30E-07 4.8370114 0.004 554677.97 4195709.01 0.016 0.018 0.007 0.007 0.005 0.000 0.000 0.000 0.00 0 0.000 2.21E-07 4.05E-06 3.12E-07 4.5828838 0.004 554697.97 4195709.01 0.016 0.017 0.006 0.006 0.005 0.000 0.000 0.000 0.00 0 0.000 2.10E-07 3.84E-06 2.96E-07 4.3482407 0.003 554477.97 4195729.01 0.030 0.033 0.012 0.012 0.010 0.000 0.000 0.000 0.00 0 0.000 4.04E-07 7.40E-06 5.71E-07 8.3741887 0.007 554497.97 4195729.01 0.029 0.031 0.012 0.012 0.009 0.000 0.000 0.000 0.00 0 0.000 3.83E-07 7.01E-06 5.40E-07 7.9298102 0.006 554517.97 4195729.01 0.027 0.029 0.011 0.011 0.009 0.000 0.000 0.000 0.00 0 0.000 3.60E-07 6.59E-06 5.08E-07 7.4574881 0.006 554537.97 4195729.01 0.025 0.027 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.38E-07 6.19E-06 4.77E-07 6.9997111 0.005 554557.97 4195729.01 0.024 0.026 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.18E-07 5.82E-06 4.49E-07 6.5848944 0.005 554577.97 4195729.01 0.022 0.024 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.99E-07 5.48E-06 4.23E-07 6.2052105 0.005 554597.97 4195729.01 0.021 0.023 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.82E-07 5.17E-06 3.99E-07 5.8548256 0.005 554617.97 4195729.01 0.020 0.022 0.008 0.008 0.007 0.000 0.000 0.000 0.00 0 0.000 2.67E-07 4.89E-06 3.77E-07 5.5295821 0.004 554637.97 4195729.01 0.019 0.020 0.008 0.008 0.006 0.000 0.000 0.000 0.00 0 0.000 2.52E-07 4.61E-06 3.56E-07 5.2224244 0.004 554657.97 4195729.01 0.018 0.019 0.007 0.007 0.006 0.000 0.000 0.000 0.00 0 0.000 2.38E-07 4.36E-06 3.36E-07 4.934747 0.004 554677.97 4195729.01 0.017 0.018 0.007 0.007 0.006 0.000 0.000 0.000 0.00 0 0.000 2.25E-07 4.13E-06 3.18E-07 4.6699967 0.004 554697.97 4195729.01 0.016 0.017 0.007 0.007 0.005 0.000 0.000 0.000 0.00 0 0.000 2.13E-07 3.90E-06 3.00E-07 4.4080173 0.003 554437.97 4195749.01 0.036 0.039 0.015 0.015 0.012 0.000 0.000 0.000 0.00 0 0.000 4.83E-07 8.84E-06 6.82E-07 10.006124 0.008 554457.97 4195749.01 0.034 0.037 0.014 0.014 0.011 0.000 0.000 0.000 0.00 0 0.000 4.52E-07 8.28E-06 6.39E-07 9.3752957 0.007 554477.97 4195749.01 0.032 0.034 0.013 0.013 0.010 0.000 0.000 0.000 0.00 0 0.000 4.23E-07 7.74E-06 5.97E-07 8.7627552 0.007 554497.97 4195749.01 0.029 0.032 0.012 0.012 0.010 0.000 0.000 0.000 0.00 0 0.000 3.95E-07 7.23E-06 5.57E-07 8.182479 0.006 554557.97 4195749.01 0.024 0.026 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.24E-07 5.93E-06 4.57E-07 6.7077177 0.005 554577.97 4195749.01 0.023 0.025 0.009 0.009 0.008 0.000 0.000 0.000 0.00 0 0.000 3.04E-07 5.57E-06 4.29E-07 6.3035857 0.005 554597.97 4195749.01 0.021 0.023 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.86E-07 5.24E-06 4.04E-07 5.9311591 0.005 554617.97 4195749.01 0.020 0.022 0.008 0.008 0.007 0.000 0.000 0.000 0.00 0 0.000 2.70E-07 4.94E-06 3.81E-07 5.5881681 0.004 554637.97 4195749.01 0.019 0.021 0.008 0.008 0.006 0.000 0.000 0.000 0.000 0.000 2.54E-07 4.66E-06 3.59E-07 5.2736024 0.004 554657.97 4195749.01 0.018 0.019 0.007 0.007 0.006 0.000 0.000 0.000 0.00 0 0.000 2.41E-07 4.41E-06 3.40E-07 4.9911046 0.004 554677.97 4195749.01 0.017 0.018 0.007 0.007 0.006 0.000 0.000 0.000 0.00 0 0.000 2.28E-07 4.18E-06 3.23E-07 4.7357531 0.004 554697.97 4195749.01 0.016 0.017 0.007 0.007 0.005 0.000 0.000 0.000 0.00 0 0.000 2.16E-07 3.96E-06 3.05E-07 4.48412 0.004 554437.97 4195769.01 0.037 0.041 0.015 0.015 0.012 0.000 0.000 0.000 0.00 0 0.000 5.01E-07 9.18E-06 7.08E-07 10.394598 0.008 554457.97 4195769.01 0.035 0.038 0.014 0.014 0.012 0.000 0.000 0.000 0.00 0 0.000 4.71E-07 8.63E-06 6.65E-07 9.7632132 0.008 554477.97 4195769.01 0.033 0.035 0.013 0.013 0.011 0.000 0.000 0.000 0.00 0 0.000 4.38E-07 8.03E-06 6.19E-07 9.0822689 0.007 554657.97 4195769.01 0.018 0.020 0.008 0.008 0.006 0.000 0.000 0.000 0.00 0 0.000 2.44E-07 4.47E-06 3.44E-07 5.0560842 0.004 554677.97 4195769.01 0.017 0.019 0.007 0.007 0.006 0.000 0.000 0.000 0.000 0.000 2.31E-07 4.22E-06 3.26E-07 4.7803119 0.004 554697.97 4195769.01 0.016 0.018 0.007 0.007 0.005 0.000 0.000 0.000 0.00 0 0.000 2.19E-07 4.01E-06 3.09E-07 4.5374592 0.004 554437.97 4195789.01 0.039 0.042 0.016 0.016 0.013 0.000 0.000 0.000 0.00 0 0.000 5.22E-07 9.56E-06 7.37E-07 10.818663 0.008 554457.97 4195789.01 0.036 0.039 0.015 0.015 0.012 0.000 0.000 0.000 0.00 0 0.000 4.85E-07 8.89E-06 6.85E-07 10.057734 0.008 554477.97 4195789.01 0.034 0.037 0.014 0.014 0.011 0.000 0.000 0.000 0.00 0 0.000 4.52E-07 8.28E-06 6.38E-07 9.3677241 0.007 554697.97 4195789.01 0.017 0.018 0.007 0.007 0.005 0.000 0.000 0.000 0.00 0 0.000 2.22E-07 4.07E-06 3.13E-07 4.6006068 0.004 554337.97 4195809.01 0.062 0.067 0.026 0.026 0.021 0.000 0.000 0.000 0.00 0 0.000 8.33E-07 1.53E-05 1.18E-06 17.25968 0.013 554457.97 4195809.01 0.037 0.041 0.015 0.015 0.012 0.000 0.000 0.000 0.00 0 0.000 5.01E-07 9.18E-06 7.07E-07 10.384285 0.008 554317.97 4195829.01 0.073 0.079 0.030 0.030 0.024 0.000 0.000 0.000 0.000 0.000 9.83E-07 1.80E-05 1.39E-06 20.3 71738 0.016 554337.97 4195829.01 0.067 0.072 0.028 0.028 0.022 0.000 0.000 0.000 0.00 0 0.000 8.94E-07 1.64E-05 1.26E-06 18.538886 0.014 554357.97 4195829.01 0.060 0.066 0.025 0.025 0.020 0.000 0.000 0.000 0.00 0 0.000 8.10E-07 1.48E-05 1.14E-06 16.793603 0.013 554297.97 4195849.01 0.088 0.095 0.036 0.036 0.029 0.000 0.000 0.000 0.00 0 0.000 1.18E-06 2.15E-05 1.66E-06 24.365237 0.019 554317.97 4195849.01 0.079 0.085 0.032 0.032 0.026 0.000 0.000 0.000 0.00 0 0.000 1.05E-06 1.93E-05 1.49E-06 21.836659 0.017 554337.97 4195849.01 0.072 0.078 0.030 0.030 0.024 0.000 0.000 0.000 0.00 0 0.000 9.62E-07 1.76E-05 1.36E-06 19.93356 0.016 554357.97 4195849.01 0.065 0.070 0.027 0.027 0.021 0.000 0.000 0.000 0.00 0 0.000 8.66E-07 1.59E-05 1.22E-06 17.951332 0.014 554377.97 4195849.01 0.057 0.062 0.024 0.024 0.019 0.000 0.000 0.000 0.00 0 0.000 7.69E-07 1.41E-05 1.09E-06 15.939677 0.012 554297.97 4195869.01 0.094 0.102 0.039 0.039 0.031 0.000 0.000 0.000 0.000 0.000 1.26E-06 2.30E-05 1. 77E-06 26.017613 0.020 554317.97 4195869.01 0.084 0.091 0.035 0.035 0.028 0.000 0.000 0.000 0.00 0 0.000 1.12E-06 2.06E-05 1.59E-06 23.309443 0.018 554337.97 4195869.01 0.075 0.082 0.031 0.031 0.025 0.000 0.000 0.000 0.00 0 0.000 1.01E-06 1.85E-05 1.43E-06 20.918441 0.016 554357.97 4195869.01 0.066 0.072 0.027 0.027 0.022 0.000 0.000 0.000 0.00 0 0.000 8.90E-07 1.63E-05 1.26E-06 18.457295 0.014 554377.97 4195869.01 0.059 0.064 0.025 0.025 0.020 0.000 0.000 0.000 0.00 0 0.000 7.97E-07 1.46E-05 1.13E-06 16.523454 0.013 554297.97 4195889.01 0.098 0.107 0.041 0.041 0.033 0.000 0.000 0.000 0.00 0 0.000 1.32E-06 2.41E-05 1.86E-06 27.302873 0.021 554317.97 4195889.01 0.088 0.096 0.036 0.036 0.029 0.000 0.000 0.000 0.00 0 0.000 1.19E-06 2.17E-05 1.67E-06 24.582186 0.019 554337.97 4195889.01 0.078 0.084 0.032 0.032 0.026 0.000 0.000 0.000 0.00 0 0.000 1.04E-06 1.91E-05 1.47E-06 21.566146 0.017 554357.97 4195889.01 0.068 0.074 0.028 0.028 0.023 0.000 0.000 0.000 0.000 0.000 9.1 3E-07 1.67E-05 1.29E-06 18.927877 0.015 554457.97 4195889.01 0.041 0.045 0.017 0.017 0.014 0.000 0.000 0.000 0.00 0 0.000 5.56E-07 1.02E-05 7.85E-07 11.528915 0.009 554477.97 4195889.01 0.038 0.041 0.016 0.016 0.013 0.000 0.000 0.000 0.00 0 0.000 5.11E-07 9.35E-06 7.21E-07 10.584675 0.008 554277.97 4195909.01 0.116 0.126 0.048 0.048 0.039 0.000 0.000 0.000 0.00 0 0.000 1.56E-06 2.86E-05 2.21E-06 32.37027 0.025 554297.97 4195909.01 0.101 0.110 0.042 0.042 0.034 0.000 0.000 0.000 0.00 0 0.000 1.35E-06 2.48E-05 1.91E-06 28.084633 0.022 554317.97 4195909.01 0.090 0.098 0.037 0.037 0.030 0.000 0.000 0.000 0.00 0 0.000 1.21E-06 2.22E-05 1.71E-06 25.156687 0.020 554337.97 4195909.01 0.078 0.085 0.032 0.032 0.026 0.000 0.000 0.000 0.00 0 0.000 1.05E-06 1.93E-05 1.49E-06 21.818634 0.017 554437.97 4195909.01 0.046 0.050 0.019 0.019 0.015 0.000 0.000 0.000 0.00 0 0.000 6.16E-07 1.13E-05 8.69E-07 12.761086 0.010 554457.97 4195909.01 0.042 0.046 0.017 0.017 0.014 0.000 0.000 0.000 0.00 0 0.000 5.63E-07 1.03E-05 7.96E-07 11.676671 0.009 554477.97 4195909.01 0.039 0.042 0.016 0.016 0.013 0.000 0.000 0.000 0.00 0 0.000 5.19E-07 9.52E-06 7.34E-07 10.770144 0.008

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554497.97 4195909.01 0.035 0.038 0.015 0.015 0.012 0.000 0.000 0.000 0.00 0 0.000 4.76E-07 8.72E-06 6.72E-07 9.8643707 0.008 554277.97 4195929.01 0.117 0.127 0.048 0.048 0.039 0.000 0.000 0.000 0.00 0 0.000 1.57E-06 2.88E-05 2.22E-06 32.62784 0.025 554297.97 4195929.01 0.102 0.110 0.042 0.042 0.034 0.000 0.000 0.000 0.00 0 0.000 1.36E-06 2.49E-05 1.92E-06 28.223009 0.022 554317.97 4195929.01 0.091 0.099 0.038 0.038 0.030 0.000 0.000 0.000 0.00 0 0.000 1.22E-06 2.24E-05 1.72E-06 25.305236 0.020 554337.97 4195929.01 0.079 0.086 0.033 0.033 0.026 0.000 0.000 0.000 0.00 0 0.000 1.06E-06 1.95E-05 1.50E-06 22.022233 0.017 554357.97 4195929.01 0.069 0.075 0.029 0.029 0.023 0.000 0.000 0.000 0.00 0 0.000 9.30E-07 1.70E-05 1.31E-06 19.283709 0.015 554417.97 4195929.01 0.051 0.055 0.021 0.021 0.017 0.000 0.000 0.000 0.00 0 0.000 6.78E-07 1.24E-05 9.57E-07 14.050338 0.011 554437.97 4195929.01 0.046 0.050 0.019 0.019 0.015 0.000 0.000 0.000 0.00 0 0.000 6.17E-07 1.13E-05 8.71E-07 12.788568 0.010 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554417.97 4196089.01 0.031 0.033 0.013 0.013 0.010 0.000 0.000 0.000 0.00 0 0.000 4.11E-07 7.53E-06 5.81E-07 8.524279 0.007 554437.97 4196089.01 0.028 0.031 0.012 0.012 0.009 0.000 0.000 0.000 0.00 0 0.000 3.81E-07 6.99E-06 5.39E-07 7.9153912 0.006 554717.97 4196089.01 0.014 0.015 0.006 0.006 0.005 0.000 0.000 0.000 0.00 0 0.000 1.85E-07 3.44E-06 2.64E-07 3.8865436 0.003 554737.97 4196089.01 0.013 0.014 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.76E-07 3.27E-06 2.51E-07 3.6986188 0.003 554317.97 4196109.01 0.036 0.039 0.015 0.015 0.012 0.000 0.000 0.000 0.00 0 0.000 4.85E-07 8.90E-06 6.86E-07 10.070041 0.008 554337.97 4196109.01 0.033 0.036 0.014 0.014 0.011 0.000 0.000 0.000 0.00 0 0.000 4.49E-07 8.23E-06 6.34E-07 9.313028 0.007 554397.97 4196109.01 0.028 0.031 0.012 0.012 0.009 0.000 0.000 0.000 0.00 0 0.000 3.79E-07 6.95E-06 5.35E-07 7.8592574 0.006 554417.97 4196109.01 0.027 0.030 0.011 0.011 0.009 0.000 0.000 0.000 0.00 0 0.000 3.68E-07 6.75E-06 5.20E-07 7.639894 0.006 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554697.97 4196149.01 0.012 0.013 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.55E-07 2.87E-06 2.21E-07 3.2498594 0.003 554717.97 4196149.01 0.011 0.012 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.50E-07 2.77E-06 2.13E-07 3.1329546 0.002 554737.97 4196149.01 0.011 0.012 0.004 0.004 0.004 0.000 0.000 0.000 0.00 0 0.000 1.45E-07 2.68E-06 2.06E-07 3.0271214 0.002 554757.97 4196149.01 0.010 0.011 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.39E-07 2.56E-06 1.97E-07 2.9006408 0.002 554777.97 4196149.01 0.010 0.011 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.34E-07 2.47E-06 1.90E-07 2.7958887 0.002 554317.97 4196169.01 0.024 0.026 0.010 0.010 0.008 0.000 0.000 0.000 0.00 0 0.000 3.18E-07 5.84E-06 4.50E-07 6.6097981 0.005 554377.97 4196169.01 0.021 0.023 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.80E-07 5.15E-06 3.97E-07 5.829586 0.005 554397.97 4196169.01 0.020 0.022 0.008 0.008 0.007 0.000 0.000 0.000 0.00 0 0.000 2.74E-07 5.04E-06 3.88E-07 5.706301 0.004 554417.97 4196169.01 0.020 0.021 0.008 0.008 0.007 0.000 0.000 0.000 0.000 0.000 2.65E-07 4.89E-06 3.76E-07 5.5364219 0.004 554437.97 4196169.01 0.019 0.021 0.008 0.008 0.006 0.000 0.000 0.000 0.00 0 0.000 2.55E-07 4.72E-06 3.63E-07 5.3334616 0.004 554697.97 4196169.01 0.011 0.012 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.48E-07 2.73E-06 2.10E-07 3.0925668 0.002 554717.97 4196169.01 0.011 0.011 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.41E-07 2.61E-06 2.01E-07 2.9512241 0.002 554737.97 4196169.01 0.010 0.011 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.36E-07 2.50E-06 1.92E-07 2.8280538 0.002 554757.97 4196169.01 0.010 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.28E-07 2.36E-06 1.82E-07 2.6703747 0.002 554777.97 4196169.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.22E-07 2.24E-06 1.73E-07 2.5389084 0.002 554317.97 4196189.01 0.021 0.023 0.009 0.009 0.007 0.000 0.000 0.000 0.00 0 0.000 2.85E-07 5.26E-06 4.04E-07 5.9457561 0.005 554337.97 4196189.01 0.020 0.022 0.008 0.008 0.007 0.000 0.000 0.000 0.000 0.000 2.75E-07 5.07E-06 3.90E-07 5.738595 0.004 554697.97 4196189.01 0.011 0.012 0.004 0.004 0.004 0.000 0.000 0.000 0.00 0 0.000 1.44E-07 2.66E-06 2.05E-07 3.011902 0.002 554717.97 4196189.01 0.010 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.28E-07 2.35E-06 1.81E-07 2.6638913 0.002 554737.97 4196189.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.20E-07 2.21E-06 1.70E-07 2.5032958 0.002 554757.97 4196189.01 0.009 0.009 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.15E-07 2.11E-06 1.62E-07 2.382561 0.002 554777.97 4196189.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.10E-07 2.03E-06 1.56E-07 2.2968306 0.002 554717.97 4196209.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.18E-07 2.17E-06 1.67E-07 2.4548951 0.002 554737.97 4196209.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.08E-07 1.99E-06 1.53E-07 2.2537066 0.002 554757.97 4196209.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.000 0.000 1.05E-07 1.94E-06 1.49E-07 2.19 07479 0.002 554777.97 4196209.01 0.007 0.008 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 1.00E-07 1.84E-06 1.42E-07 2.0855747 0.002 554717.97 4196229.01 0.009 0.009 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.16E-07 2.13E-06 1.64E-07 2.4114359 0.002 554737.97 4196229.01 0.007 0.008 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 9.96E-08 1.83E-06 1.41E-07 2.0710257 0.002 554757.97 4196229.01 0.007 0.008 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 9.39E-08 1.72E-06 1.33E-07 1.9515795 0.002 554777.97 4196229.01 0.006 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 8.71E-08 1.60E-06 1.23E-07 1.8112966 0.001 554737.97 4196249.01 0.006 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 8.42E-08 1.55E-06 1.19E-07 1.7492912 0.001 554757.97 4196249.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.84E-08 1.44E-06 1.11E-07 1.6286473 0.001 554777.97 4196249.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 7.57E-08 1.39E-06 1. 07E-07 1.5723974 0.001 554737.97 4196269.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.76E-08 1.43E-06 1.10E-07 1.6131646 0.001 554757.97 4196269.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.09E-08 1.30E-06 1.00E-07 1.4720769 0.001 554777.97 4196269.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.95E-08 1.28E-06 9.83E-08 1.4436256 0.001 554317.97 4196289.01 0.011 0.012 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.54E-07 2.82E-06 2.17E-07 3.1894695 0.002 554337.97 4196289.01 0.012 0.013 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.57E-07 2.89E-06 2.23E-07 3.2690663 0.003 554357.97 4196289.01 0.012 0.013 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.56E-07 2.86E-06 2.20E-07 3.2356954 0.003 554397.97 4196289.01 0.011 0.012 0.005 0.005 0.004 0.000 0.000 0.000 0.00 0 0.000 1.51E-07 2.77E-06 2.13E-07 3.1335116 0.002 554417.97 4196289.01 0.011 0.012 0.005 0.005 0.004 0.000 0.000 0.000 0.000 0.000 1.4 7E-07 2.70E-06 2.08E-07 3.0527435 0.002 554437.97 4196289.01 0.011 0.012 0.004 0.004 0.004 0.000 0.000 0.000 0.00 0 0.000 1.46E-07 2.68E-06 2.06E-07 3.0293555 0.002 554577.97 4196289.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.23E-07 2.26E-06 1.74E-07 2.5559533 0.002 554597.97 4196289.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.20E-07 2.20E-06 1.69E-07 2.4836099 0.002 554757.97 4196289.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.47E-08 1.19E-06 9.15E-08 1.3438973 0.001 554777.97 4196289.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.22E-08 1.14E-06 8.80E-08 1.2919728 0.001 554337.97 4196309.01 0.010 0.011 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.33E-07 2.45E-06 1.89E-07 2.7701564 0.002 554357.97 4196309.01 0.010 0.011 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.33E-07 2.44E-06 1.88E-07 2.7648241 0.002 554377.97 4196309.01 0.010 0.011 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.32E-07 2.43E-06 1.87E-07 2.7469334 0.002 554397.97 4196309.01 0.010 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.29E-07 2.36E-06 1.82E-07 2.6716486 0.002

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554417.97 4196309.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.26E-07 2.32E-06 1.79E-07 2.6237292 0.002 554477.97 4196309.01 0.010 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.29E-07 2.36E-06 1.82E-07 2.6697804 0.002 554497.97 4196309.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.25E-07 2.30E-06 1.77E-07 2.6058572 0.002 554517.97 4196309.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.22E-07 2.25E-06 1.73E-07 2.5442874 0.002 554537.97 4196309.01 0.009 0.010 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.20E-07 2.20E-06 1.70E-07 2.4919157 0.002 554557.97 4196309.01 0.009 0.009 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 1.16E-07 2.13E-06 1.64E-07 2.4144582 0.002 554577.97 4196309.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.10E-07 2.01E-06 1.55E-07 2.2785863 0.002 554597.97 4196309.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.05E-07 1.93E-06 1.49E-07 2.1875024 0.002 554757.97 4196309.01 0.004 0.005 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 5.73E-08 1.05E-06 8.11E-08 1.1907921 0.001 554777.97 4196309.01 0.004 0.004 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 5.52E-08 1.01E-06 7.81E-08 1.1470571 0.001 554477.97 4196329.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.13E-07 2.07E-06 1.59E-07 2.339763 0.002 554497.97 4196329.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.08E-07 1.99E-06 1.53E-07 2.2494682 0.002 554517.97 4196329.01 0.008 0.009 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.06E-07 1.94E-06 1.50E-07 2.1998524 0.002 554537.97 4196329.01 0.008 0.008 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.05E-07 1.92E-06 1.48E-07 2.1759348 0.002 554557.97 4196329.01 0.008 0.008 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 1.01E-07 1.86E-06 1.43E-07 2.1053627 0.002 554397.97 4196349.01 0.007 0.008 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 9.74E-08 1.79E-06 1.38E-07 2.021499 0.002 554417.97 4196349.01 0.007 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 9.19E-08 1.69E-06 1.30E-07 1.9081509 0.001 554437.97 4196349.01 0.006 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 8.48E-08 1.56E-06 1.20E-07 1.7599529 0.001 554597.97 4196349.01 0.006 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 8.30E-08 1.52E-06 1.17E-07 1.7223935 0.001 554617.97 4196349.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.12E-08 1.31E-06 1.01E-07 1.4788312 0.001 554357.97 4196369.01 0.006 0.007 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 8.11E-08 1.49E-06 1.15E-07 1.6827301 0.001 554377.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.69E-08 1.41E-06 1.09E-07 1.5966317 0.001 554397.97 4196369.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.38E-08 1.35E-06 1.04E-07 1.5310611 0.001 554417.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.44E-08 1.36E-06 1.05E-07 1.5437289 0.001 554437.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.40E-08 1.36E-06 1.05E-07 1.5359992 0.001 554457.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.47E-08 1.37E-06 1.06E-07 1.5500888 0.001 554477.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.90E-08 1.45E-06 1.12E-07 1.6408085 0.001 554497.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.97E-08 1.46E-06 1.13E-07 1.6545501 0.001 554517.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.43E-08 1.36E-06 1.05E-07 1.54181 0.001 554537.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.50E-08 1.38E-06 1.06E-07 1.5575301 0.001 554557.97 4196369.01 0.006 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.51E-08 1.38E-06 1.06E-07 1.5593632 0.001 554577.97 4196369.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.91E-08 1.27E-06 9.78E-08 1.4353224 0.001 554597.97 4196369.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 6.68E-08 1.23E-06 9.45E-08 1.3874157 0.001 554617.97 4196369.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.45E-08 1.18E-06 9.11E-08 1.3382618 0.001 554357.97 4196389.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.82E-08 1.25E-06 9.64E-08 1.4149409 0.001 554377.97 4196389.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.71E-08 1.23E-06 9.49E-08 1.3930362 0.001 554397.97 4196389.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.43E-08 1.18E-06 9.09E-08 1.3345501 0.001 554417.97 4196389.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.52E-08 1.20E-06 9.22E-08 1.353075 0.001 554437.97 4196389.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.71E-08 1.23E-06 9.49E-08 1.392786 0.001 554457.97 4196389.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.05E-08 1.29E-06 9.96E-08 1.4626369 0.001 554477.97 4196389.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 7.34E-08 1.35E-06 1.04E-07 1.5238861 0.001 554497.97 4196389.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 7.06E-08 1.30E-06 9.98E-08 1.4657138 0.001 554517.97 4196389.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.67E-08 1.22E-06 9.43E-08 1.3853189 0.001 554537.97 4196389.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.43E-08 1.18E-06 9.09E-08 1.3339787 0.001 554557.97 4196389.01 0.005 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.08E-08 1.12E-06 8.60E-08 1.2626644 0.001 554577.97 4196389.01 0.004 0.005 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 5.86E-08 1.07E-06 8.28E-08 1.2159062 0.001 554637.97 4196409.01 0.003 0.004 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.37E-08 8.02E-07 6.18E-08 0.9072178 0.001 554657.97 4196409.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.19E-08 7.69E-07 5.93E-08 0.8702118 0.001 554537.97 4196429.01 0.003 0.004 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 4.38E-08 8.03E-07 6.19E-08 0.90 88197 0.001 554557.97 4196429.01 0.003 0.004 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.46E-08 8.18E-07 6.30E-08 0.9255658 0.001 554617.97 4196429.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.24E-08 7.78E-07 6.00E-08 0.8805992 0.001 554637.97 4196429.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.10E-08 7.52E-07 5.79E-08 0.8508071 0.001 554537.97 4196449.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.99E-08 7.32E-07 5.64E-08 0.8282268 0.001 554557.97 4196449.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.14E-08 7.60E-07 5.86E-08 0.8599476 0.001 554577.97 4196449.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.07E-08 7.46E-07 5.75E-08 0.843769 0.001 554597.97 4196449.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 4.01E-08 7.35E-07 5.66E-08 0.831406 0.001 554617.97 4196449.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 3.93E-08 7.22E-07 5. 56E-08 0.8165213 0.001 554637.97 4196449.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.85E-08 7.07E-07 5.45E-08 0.7997052 0.001 554577.97 4196469.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.64E-08 6.67E-07 5.14E-08 0.7544481 0.001 554597.97 4196469.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.64E-08 6.67E-07 5.14E-08 0.7548571 0.001 554617.97 4196469.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.64E-08 6.67E-07 5.14E-08 0.7553308 0.001 CONCUNIT ug /m^3
DEPUNIT g/m ^2

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Terminal One Construction HRA
Cancer Risk, Hazard Index and PM2.5 Concentration Calculations - Offsite Residential - with Tier 4 Final equipment Start Date 10/1/2023 12/31/2023 12/31/2025
Stop Date 12/30/2023 12/30/2025 Emisions (tons) Emission Rate (g/s) Emisions (tons) Emission Rate (g/s) Source Year Start Date End Date Calendar Days 3rd Trimester 0<2 2<9 Exp osure Duration Tier 4F Tier 4F Tier 4F Tier 4F Construction Equipment PAREA 2023 10 /1/2023 12 /31/2023 91 90 0 1 91 0.00 0.001 0.00 0.001 Construction Equipment PAREA 2024 1 /1/2024 12 /31/2024 365 0 365 0 365 0.01 0.001 0.01 0.001 Construction Equipment PAREA 2025 1 /1/2025 12 /31/2025 364 0 363 1 364 0.00 0.000 0.00 0.000 Construction Equipment PAREA 2026 1 /1/2026 12 /31/2026 364 0 0 364 364 0.00 0.000 0.00 0.000 Construction Equipment PAREA 2027 1 /1/2027 10 /1/2027 273 0 0 273 273 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2023 10 /1/2023 12 /31/2023 91 90 0 1 91 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2024 1 /1/2024 12 /31/2024 365 0 365 0 365 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2025 1 /1/2025 12 /31/2025 364 0 363 1 364 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2026 1 /1/2026 12 /31/2026 364 0 0 364 364 0.00 0.000 0.00 0.000 Haul Trucks ARLN 2027 1 /1/2027 10 /1/2027 273 0 0 273 273 0.00 0.000 0.00 0.000

0.02 0.02
Abbreviation UOM 3rd Trimester 0<2 2<9
DBR L/kg-day 361 1090 631
FAH unitless 11 1 Conservatively assume risk at nearby schools >1 EF days/year 0.96 0.96 0.96
ASF unitless 10 10 3
A unitless 11 1
CF1 m3/L 0.001 0.001 0.001
CF2 μg/m3 0.001 0.001 0.001
CPF mg/kg-day-1 1.1 1.1 1.1
AT years 70.00 70.00 70.00
SOURCE: Office of Environmental Health Hazard Assessment, 2015. Air Toxics Hot Spots Program Guidance Manual for the Preparation of Health Risk Assessments . February 2015 Daily breathing rate for residential receptor is based on the OEHHA 95th percentile moderate intensity breathing rates (OEHHA Table 5.7).

Fraction of time at home is set to values per OEHHA Table 8.4 for residential since the nearest school has an unmitigated cancer risk of <1 per million.

Inhalation cancer potency factor from OEHHA Table 7.1
REL Pg/m3 5
Intake Factor for Inhalation, IF (m3/kg-day) = DBR*FAH*EF*ED*ASF*A*CF/AT Source 3rd Trimester 0<2 2<9 3rd Trimester 0<2 2<9
PAREA 0.012 0.000 0.000 1.34E-05 0.00E+00 7.81E-08
PAREA 0.000 0.149 0.000 0.00E+00 1.64E-04 0.00E+00
PAREA 0.000 0.148 0.000 0.00E+00 1.63E-04 7.81E-08
PAREA 0.000 0.000 0.026 0.00E+00 0.00E+00 2.84E-05
PAREA 0.000 0.000 0.019 0.00E+00 0.00E+00 2.13E-05
ARLN 0.012 0.000 0.000 1.34E-05 0.00E+00 7.81E-08
ARLN 0.000 0.149 0.000 0.00E+00 1.64E-04 0.00E+00
ARLN 0.000 0.148 0.000 0.00E+00 1.63E-04 7.81E-08
ARLN 0.000 0.000 0.026 0.00E+00 0.00E+00 2.84E-05
ARLN 0.000 0.000 0.019 0.00E+00 0.00E+00 2.13E-05
Cancer Risk UTM X UTM Y HI UTM X UTM Y PM 2.5 Conc. UTM X UTM Y MAX - Tier 4 Final 2.36 554278.0 4195929.01 0.00 554278.0 4195929.01 0 .002 554278.0 4195929.01 1313 Sanderling Island
PM2.5 concentration, CPM2.5 (Pg/m3) - at max. HI receptor PM2.5 Conc.

PAREA PAREA PAREA PAREA PAREA ARLN ARLN ARLN ARLN ARLN Pg/m3 2023 2024 2025 2026 2027 2023 2024 2025 2026 2027 Max. Annual Index Lookup HIDE 12 3 4 5 6 78 9 1 0
554277.97 4195929.010 0.007 0.009 0.004 0.004 0.003 0.000 0.000 0.000 0.000 0.000 0.002 Diesel Particulate Matter concentration, CDPM (Pg/m3)
HI
PAREA PAREA PAREA PAREA PAREA ARLN ARLN ARLN ARLN ARLN 3rd Trimester 0<2 2<9 Total C DPM/REL 2023 2024 2025 2026 2027 2023 2024 2025 2026 2027 unitless Index Lookup HIDE 12 3 4 5 6 78 9 1 0 Source: All
554517.97 4195689.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.05E-08 4.39E-07 3.78E-08 0.4975545 0.000 554537.97 4195689.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.95E-08 4.17E-07 3.58E-08 0.4722408 0.000 554557.97 4195689.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.85E-08 3.96E-07 3.40E-08 0.4480408 0.000 554577.97 4195689.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.75E-08 3.75E-07 3.22E-08 0.4249722 0.000 554597.97 4195689.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.66E-08 3.56E-07 3.06E-08 0.4031212 0.000 Risk Calculation Part 2

X (UTM) Y (UTM)
Project Construction Cancer Risk = єR1*CDPM

X (UTM) Y (UTM)
Project Construction
Fraction Of Time At Home
Exposure Frequency
Age Sensitivity Factor
Inhalation Absorption Factor
Conversion Factor
Conversion Factor
Cancer Potency Factor (diesel exhaust)
Averaging Time (for residential exposure)
Hazard Index
Chronic Inhalation
Risk Calculation Part 1, R1 = IF*CPF*CF
Daily Breathing Rate
Exposure Duration (Days)
DPM PM 2.5
Cancer Risk Factors

Page 1372 of 1565 ends

554617.97 4195689.01 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.58E-08 3.38E-07 2.90E-08 0.3824801 0.000 554637.97 4195689.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.49E-08 3.21E-07 2.75E-08 0.363013 0.000 554477.97 4195709.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.38E-08 5.10E-07 4.39E-08 0.578165 0.000 554497.97 4195709.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.25E-08 4.83E-07 4.15E-08 0.5468803 0.000 554517.97 4195709.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.14E-08 4.58E-07 3.94E-08 0.5189407 0.000 554537.97 4195709.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.03E-08 4.35E-07 3.74E-08 0.4922996 0.000 554557.97 4195709.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.92E-08 4.11E-07 3.53E-08 0.4652025 0.000 554577.97 4195709.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.81E-08 3.88E-07 3.33E-08 0.4394755 0.000 554597.97 4195709.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.71E-08 3.66E-07 3.15E-08 0.4148951 0.000 554617.97 4195709.01 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.61E-08 3.46E-07 2.97E-08 0.3918598 0.000 554637.97 4195709.01 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.52E-08 3.27E-07 2.81E-08 0.3703373 0.000 554657.97 4195709.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.44E-08 3.09E-07 2.66E-08 0.3503031 0.000 554677.97 4195709.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.37E-08 2.93E-07 2.52E-08 0.3319992 0.000 554697.97 4195709.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.30E-08 2.78E-07 2.39E-08 0.3150992 0.000 554477.97 4195729.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.50E-08 5.34E-07 4.59E-08 0.6051965 0.000 554497.97 4195729.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.36E-08 5.06E-07 4.35E-08 0.5732339 0.000 554517.97 4195729.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.22E-08 4.76E-07 4.09E-08 0.5392172 0.000 554537.97 4195729.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.09E-08 4.47E-07 3.84E-08 0.5062338 0.000 554557.97 4195729.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.96E-08 4.21E-07 3.61E-08 0.4763559 0.000 554577.97 4195729.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.85E-08 3.96E-07 3.41E-08 0.4490142 0.000 554597.97 4195729.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.74E-08 3.74E-07 3.21E-08 0.4237859 0.000 554617.97 4195729.01 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.65E-08 3.54E-07 3.04E-08 0.4003694 0.000 554637.97 4195729.01 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.56E-08 3.34E-07 2.87E-08 0.3782544 0.000 554657.97 4195729.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.47E-08 3.16E-07 2.71E-08 0.3575392 0.000 554677.97 4195729.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.39E-08 2.99E-07 2.57E-08 0.3384628 0.000 554697.97 4195729.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.31E-08 2.82E-07 2.42E-08 0.3195652 0.000 554437.97 4195749.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.98E-08 6.38E-07 5.49E-08 0.7229415 0.001 554457.97 4195749.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.79E-08 5.98E-07 5.14E-08 0.6775251 0.001 554477.97 4195749.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.61E-08 5.59E-07 4.81E-08 0.6334175 0.000 554497.97 4195749.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.44E-08 5.22E-07 4.49E-08 0.591602 0.000 554557.97 4195749.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.00E-08 4.29E-07 3.68E-08 0.48535 0.000 554577.97 4195749.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.88E-08 4.03E-07 3.46E-08 0.4562418 0.000 554597.97 4195749.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 1.77E-08 3.79E-07 3.26E-08 0.4294176 0.000 554617.97 4195749.01 0.001 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.67E-08 3.57E-07 3.07E-08 0.4047141 0.000 554637.97 4195749.01 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 1.57E-08 3.37E-07 2.90E-08 0.3820603 0.000 554657.97 4195749.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.49E-08 3.19E-07 2.74E-08 0.3617291 0.000 554677.97 4195749.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.41E-08 3.03E-07 2.60E-08 0.3433678 0.000 554697.97 4195749.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.34E-08 2.87E-07 2.47E-08 0.3252578 0.000 554437.97 4195769.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.10E-08 6.63E-07 5.70E-08 0.7511025 0.001 554457.97 4195769.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.91E-08 6.23E-07 5.36E-08 0.7056804 0.001 554477.97 4195769.01 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 2.71E-08 5.80E-07 4.98E-08 0.6566449 0.000 554657.97 4195769.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.51E-08 3.24E-07 2.78E-08 0.3665702 0.000 554677.97 4195769.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.42E-08 3.06E-07 2.63E-08 0.3467109 0.000 554697.97 4195769.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.35E-08 2.91E-07 2.50E-08 0.3292483 0.000 554437.97 4195789.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.22E-08 6.90E-07 5.93E-08 0.7818695 0.001 554457.97 4195789.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.00E-08 6.42E-07 5.52E-08 0.7270829 0.001 554477.97 4195789.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.79E-08 5.98E-07 5.14E-08 0.6774061 0.001 554697.97 4195789.01 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.00 0 0.000 1.37E-08 2.95E-07 2.53E-08 0.3339747 0.000 554337.97 4195809.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 5.14E-08 1.10E-06 9.46E-08 1.24 60309 0.001 554457.97 4195809.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.09E-08 6.63E-07 5.70E-08 0.7508348 0.001 554317.97 4195829.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.07E-08 1.30E-06 1.12E-07 1.4705289 0.001 554337.97 4195829.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.52E-08 1.18E-06 1.02E-07 1.3385359 0.001 554357.97 4195829.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.00E-08 1.07E-06 9.21E-08 1.2128152 0.001 554297.97 4195849.01 0.005 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 7.26E-08 1.55E-06 1.34E-07 1.7586024 0.001 554317.97 4195849.01 0.005 0.006 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 6.51E-08 1.39E-06 1.20E-07 1.5764667 0.001 554337.97 4195849.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.94E-08 1.27E-06 1.09E-07 1.4394854 0.001 554357.97 4195849.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 5.35E-08 1.14E-06 9. 84E-08 1.2966687 0.001 554377.97 4195849.01 0.004 0.004 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 4.75E-08 1.02E-06 8.74E-08 1.1516427 0.001 554297.97 4195869.01 0.006 0.007 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 7.75E-08 1.66E-06 1.43E-07 1.878125 0.001 554317.97 4195869.01 0.005 0.006 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 6.94E-08 1.49E-06 1.28E-07 1.6830746 0.001 554337.97 4195869.01 0.005 0.006 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 6.23E-08 1.33E-06 1.15E-07 1.5108819 0.001 554357.97 4195869.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.50E-08 1.18E-06 1.01E-07 1.3334468 0.001 554377.97 4195869.01 0.004 0.004 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 4.92E-08 1.05E-06 9.06E-08 1.1940752 0.001 554297.97 4195889.01 0.006 0.007 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 8.13E-08 1.74E-06 1.50E-07 1.9712738 0.001 554317.97 4195889.01 0.005 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.000 0.000 7.3 2E-08 1.57E-06 1.35E-07 1.7753702 0.001 554337.97 4195889.01 0.005 0.006 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 6.43E-08 1.38E-06 1.18E-07 1.557978 0.001 554357.97 4195889.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.64E-08 1.21E-06 1.04E-07 1.3677645 0.001 554457.97 4195889.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.44E-08 7.37E-07 6.33E-08 0.8344848 0.001 554477.97 4195889.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.15E-08 6.77E-07 5.81E-08 0.7664346 0.001 554277.97 4195909.01 0.007 0.009 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 9.64E-08 2.06E-06 1.77E-07 2.3370709 0.002 554297.97 4195909.01 0.006 0.008 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 8.37E-08 1.79E-06 1.54E-07 2.0282273 0.002 554317.97 4195909.01 0.006 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 7.50E-08 1.60E-06 1.38E-07 1.8173725 0.001 554337.97 4195909.01 0.005 0.006 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 6.50E-08 1.39E-06 1.20E-07 1.5766519 0.001

Page 1373 of 1565 ends

554437.97 4195909.01 0.003 0.003 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 3.80E-08 8.16E-07 7.01E-08 0.9236661 0.001 554457.97 4195909.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.48E-08 7.47E-07 6.41E-08 0.8455037 0.001 554477.97 4195909.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.21E-08 6.89E-07 5.92E-08 0.7802034 0.001 554497.97 4195909.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.94E-08 6.31E-07 5.42E-08 0.7148803 0.001 554277.97 4195929.01 0.007 0.009 0.004 0.004 0.003 0.000 0.000 0.000 0.00 0 0.000 9.72E-08 2.08E-06 1.79E-07 2.3564194 0.002 554297.97 4195929.01 0.006 0.008 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 8.41E-08 1.80E-06 1.55E-07 2.0389066 0.002 554317.97 4195929.01 0.006 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 7.54E-08 1.61E-06 1.39E-07 1.8287305 0.001 554337.97 4195929.01 0.005 0.006 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 6.56E-08 1.41E-06 1.21E-07 1.5919612 0.001 554357.97 4195929.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.75E-08 1.23E-06 1.06E-07 1.3944223 0.001 554417.97 4195929.01 0.003 0.004 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 4.19E-08 8.98E-07 7.72E-08 1.0170478 0.001 554437.97 4195929.01 0.003 0.003 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 3.81E-08 8.18E-07 7.02E-08 0.9260692 0.001 554457.97 4195929.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.54E-08 7.59E-07 6.52E-08 0.8594383 0.001 554477.97 4195929.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.24E-08 6.97E-07 5.98E-08 0.7887742 0.001 554497.97 4195929.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 2.96E-08 6.35E-07 5.46E-08 0.7195478 0.001 554297.97 4195949.01 0.006 0.007 0.003 0.003 0.003 0.000 0.000 0.000 0.00 0 0.000 8.24E-08 1.76E-06 1.52E-07 1.9985372 0.001 554317.97 4195949.01 0.005 0.007 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 7.33E-08 1.57E-06 1.35E-07 1.7774923 0.001 554337.97 4195949.01 0.005 0.006 0.003 0.003 0.002 0.000 0.000 0.000 0.00 0 0.000 6.52E-08 1.40E-06 1.20E-07 1.582021 0.001 554357.97 4195949.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.72E-08 1.23E-06 1.05E-07 1.3876841 0.001 554377.97 4195949.01 0.004 0.005 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 5.07E-08 1.09E-06 9.35E-08 1.2324052 0.001 554397.97 4195949.01 0.003 0.004 0.002 0.002 0.002 0.000 0.000 0.000 0.00 0 0.000 4.57E-08 9.81E-07 8.43E-08 1.1106674 0.001 554417.97 4195949.01 0.003 0.004 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 4.16E-08 8.92E-07 7.66E-08 1.010119 0.001 554437.97 4195949.01 0.003 0.003 0.002 0.002 0.001 0.000 0.000 0.000 0.00 0 0.000 3.83E-08 8.21E-07 7.05E-08 0.9302675 0.001 554457.97 4195949.01 0.003 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.51E-08 7.53E-07 6.46E-08 0.8525679 0.001 554477.97 4195949.01 0.002 0.003 0.001 0.001 0.001 0.000 0.000 0.000 0.00 0 0.000 3.20E-08 6.88E-07 5.91E-08 0.7794835 0.001 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554757.97 4196229.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.85E-09 1.30E-07 1. 10E-08 0.147033 0.000 554777.97 4196229.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 5.42E-09 1.21E-07 1.02E-08 0.1361971 0.000 554737.97 4196249.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 5.24E-09 1.16E-07 9.84E-09 0.1313816 0.000 554757.97 4196249.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.88E-09 1.08E-07 9.16E-09 0.1221691 0.000 554777.97 4196249.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.71E-09 1.04E-07 8.83E-09 0.1177952 0.000 554737.97 4196269.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.83E-09 1.07E-07 9.05E-09 0.1206842 0.000 554757.97 4196269.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.41E-09 9.74E-08 8.26E-09 0.110048 0.000 554777.97 4196269.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.32E-09 9.54E-08 8.09E-09 0.1078101 0.000 554317.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.5 4E-09 2.10E-07 1.78E-08 0.2373322 0.000 554337.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 9.78E-09 2.16E-07 1.83E-08 0.2436674 0.000 554357.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 9.68E-09 2.14E-07 1.81E-08 0.2417591 0.000 554397.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 9.38E-09 2.08E-07 1.76E-08 0.2348056 0.000 554417.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 9.14E-09 2.02E-07 1.72E-08 0.2287895 0.000 554437.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 9.07E-09 2.01E-07 1.70E-08 0.2273702 0.000 554577.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.65E-09 1.70E-07 1.44E-08 0.1920465 0.000 554597.97 4196289.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.44E-09 1.65E-07 1.40E-08 0.1865167 0.000 554757.97 4196289.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.02E-09 8.86E-08 7.52E-09 0.100169 0.000

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554777.97 4196289.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 3.86E-09 8.51E-08 7.23E-09 0.0962323 0.000 554337.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 8.28E-09 1.82E-07 1.54E-08 0.2052909 0.000 554357.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 8.27E-09 1.82E-07 1.54E-08 0.2052725 0.000 554377.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 8.21E-09 1.81E-07 1.54E-08 0.2042634 0.000 554397.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.99E-09 1.76E-07 1.49E-08 0.1988055 0.000 554417.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.85E-09 1.73E-07 1.47E-08 0.1953743 0.000 554477.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.99E-09 1.76E-07 1.50E-08 0.1992379 0.000 554497.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.80E-09 1.72E-07 1.46E-08 0.1945136 0.000 554517.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.61E-09 1.68E-07 1.43E-08 0.1899717 0.000 554537.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.46E-09 1.65E-07 1.40E-08 0.1861386 0.000 554557.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.22E-09 1.60E-07 1.35E-08 0.1802901 0.000 554577.97 4196309.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 6.82E-09 1.51E-07 1.28E-08 0.1702685 0.000 554597.97 4196309.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 6.55E-09 1.45E-07 1.23E-08 0.1633658 0.000 554757.97 4196309.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 3.56E-09 7.83E-08 6.65E-09 0.0885321 0.000 554777.97 4196309.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 3.43E-09 7.54E-08 6.41E-09 0.0852351 0.000 554477.97 4196329.01 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 7.00E-09 1.54E-07 1.31E-08 0.1738016 0.000 554497.97 4196329.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 6.73E-09 1.48E-07 1.26E-08 0.1670723 0.000 554517.97 4196329.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 6.58E-09 1.45E-07 1.23E-08 0.1634353 0.000 554537.97 4196329.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 6.51E-09 1.43E-07 1.22E-08 0.1617456 0.000 554557.97 4196329.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 6.30E-09 1.38E-07 1.18E-08 0.1564965 0.000 554397.97 4196349.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 6.04E-09 1.32E-07 1.12E-08 0.1491669 0.000 554417.97 4196349.01 0.000 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 5.70E-09 1.25E-07 1.06E-08 0.1408669 0.000 554437.97 4196349.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 5.26E-09 1.15E-07 9.79E-09 0.1299897 0.000 554597.97 4196349.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 5.15E-09 1.13E-07 9.60E-09 0.127522 0.000 554617.97 4196349.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.42E-09 9.68E-08 8.24E-09 0.1094794 0.000 554357.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 5.02E-09 1.09E-07 9.34E-09 0.1237278 0.000 554377.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.77E-09 1.04E-07 8.86E-09 0.1174686 0.000 554397.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.57E-09 9.96E-08 8.50E-09 0.1127171 0.000 554417.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.61E-09 1.01E-07 8.58E-09 0.11372 0.000 554437.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.59E-09 1.00E-07 8.54E-09 0.1132161 0.000 554457.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.63E-09 1.01E-07 8.62E-09 0.1143124 0.000 554477.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.90E-09 1.07E-07 9.12E-09 0.1210454 0.000 554497.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.94E-09 1.08E-07 9.20E-09 0.1220853 0.000 554517.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.61E-09 1.01E-07 8.57E-09 0.1137777 0.000 554537.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.65E-09 1.02E-07 8.66E-09 0.1149492 0.000 554557.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.66E-09 1.02E-07 8.67E-09 0.1150974 0.000 554577.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.29E-09 9.37E-08 7.98E-09 0.1059549 0.000 554597.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.15E-09 9.06E-08 7.72E-09 0.1024393 0.000 554617.97 4196369.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.00E-09 8.74E-08 7.45E-09 0.0988431 0.000 554357.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.22E-09 9.18E-08 7.84E-09 0.1039131 0.000 554377.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.16E-09 9.05E-08 7.72E-09 0.1023571 0.000 554397.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 3.99E-09 8.67E-08 7.40E-09 0.0981123 0.000 554417.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.04E-09 8.80E-08 7.51E-09 0.0995289 0.000 554437.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.16E-09 9.06E-08 7.73E-09 0.1024956 0.000 554457.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.37E-09 9.52E-08 8.12E-09 0.1076717 0.000 554477.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.55E-09 9.92E-08 8.46E-09 0.1122169 0.000 554497.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.38E-09 9.54E-08 8.14E-09 0.107962 0.000 554517.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 4.14E-09 9.02E-08 7.70E-09 0.1020599 0.000 554537.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.98E-09 8.69E-08 7.41E-09 0.09 82862 0.000 554557.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 3.77E-09 8.23E-08 7.02E-09 0.0930401 0.000 554577.97 4196389.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 3.63E-09 7.92E-08 6.76E-09 0.0896037 0.000 554637.97 4196409.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.71E-09 5.91E-08 5.04E-09 0.0668004 0.000 554657.97 4196409.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.60E-09 5.66E-08 4.83E-09 0.064076 0.000 554537.97 4196429.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.71E-09 5.90E-08 5.04E-09 0.0667499 0.000 554557.97 4196429.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.76E-09 6.01E-08 5.13E-09 0.0680076 0.000 554617.97 4196429.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.63E-09 5.72E-08 4.89E-09 0.0647428 0.000 554637.97 4196429.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.54E-09 5.53E-08 4. 72E-09 0.0625574 0.000 554537.97 4196449.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.47E-09 5.37E-08 4.59E-09 0.0607469 0.000 554557.97 4196449.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.57E-09 5.58E-08 4.77E-09 0.0631112 0.000 554577.97 4196449.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.52E-09 5.47E-08 4.68E-09 0.0619349 0.000 554597.97 4196449.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.48E-09 5.40E-08 4.61E-09 0.0610423 0.000 554617.97 4196449.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.44E-09 5.30E-08 4.53E-09 0.059961 0.000 554637.97 4196449.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.39E-09 5.19E-08 4.43E-09 0.0587304 0.000 554577.97 4196469.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.25E-09 4.89E-08 4.18E-09 0.0553045 0.000 554597.97 4196469.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.2 5E-09 4.89E-08 4.18E-09 0.0553571 0.000 554617.97 4196469.01 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0 0.000 2.25E-09 4.90E-08 4.18E-09 0.0554096 0.000 CONCUNIT ug /m^3
DEPUNIT g/m ^2

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Terminal One Construction HRA
Summary of AERMOD Source Outputs for All Offsite Receptors X Y Lookup PAREA ARLN
Construction Truck Route
554517.97 4195689.01 554517.97_4195689.01 1.97102 1.52603 554537.97 4195689.01 554537.97_4195689.01 1.87033 1.54287 554557.97 4195689.01 554557.97_4195689.01 1.77407 1.55904 554577.97 4195689.01 554577.97_4195689.01 1.68231 1.57446 554597.97 4195689.01 554597.97_4195689.01 1.59539 1.58985 554617.97 4195689.01 554617.97_4195689.01 1.51328 1.60502 554637.97 4195689.01 554637.97_4195689.01 1.43584 1.61931 554477.97 4195709.01 554477.97_4195709.01 2.29097 1.63141 554497.97 4195709.01 554497.97_4195709.01 2.16653 1.65211 554517.97 4195709.01 554517.97_4195709.01 2.05533 1.68557 554537.97 4195709.01 554537.97_4195709.01 1.94929 1.71941 554557.97 4195709.01 554557.97_4195709.01 1.84151 1.73663 554577.97 4195709.01 554577.97_4195709.01 1.7392 1.74825 554597.97 4195709.01 554597.97_4195709.01 1.64147 1.75473 554617.97 4195709.01 554617.97_4195709.01 1.54989 1.75919 554637.97 4195709.01 554637.97_4195709.01 1.46433 1.76209 554657.97 4195709.01 554657.97_4195709.01 1.38469 1.76405 554677.97 4195709.01 554677.97_4195709.01 1.31191 1.77001 554697.97 4195709.01 554697.97_4195709.01 1.24471 1.77605 554477.97 4195729.01 554477.97_4195729.01 2.39767 1.80215 554497.97 4195729.01 554497.97_4195729.01 2.27039 1.85625 554517.97 4195729.01 554517.97_4195729.01 2.13512 1.87019 554537.97 4195729.01 554537.97_4195729.01 2.00402 1.86978 554557.97 4195729.01 554557.97_4195729.01 1.88522 1.87939 554577.97 4195729.01 554577.97_4195729.01 1.77648 1.8937 554597.97 4195729.01 554597.97_4195729.01 1.67613 1.91046 554617.97 4195729.01 554617.97_4195729.01 1.58298 1.92761 554637.97 4195729.01 554637.97_4195729.01 1.49501 1.94311 554657.97 4195729.01 554657.97_4195729.01 1.41262 1.95496 554677.97 4195729.01 554677.97_4195729.01 1.3368 1.95387 554697.97 4195729.01 554697.97_4195729.01 1.26178 1.9323 554437.97 4195749.01 554437.97_4195749.01 2.86498 1.96296 554457.97 4195749.01 554457.97_4195749.01 2.68431 1.99733 554477.97 4195749.01 554477.97_4195749.01 2.50888 2.02293 554497.97 4195749.01 554497.97_4195749.01 2.3427 2.01664 554557.97 4195749.01 554557.97_4195749.01 1.92035 2.02154 554577.97 4195749.01 554577.97_4195749.01 1.80461 2.03098 554597.97 4195749.01 554597.97_4195749.01 1.69795 2.04009 554617.97 4195749.01 554617.97_4195749.01 1.59972 2.04896 554637.97 4195749.01 554637.97_4195749.01 1.50963 2.05954 554657.97 4195749.01 554657.97_4195749.01 1.42872 2.08205 554677.97 4195749.01 554677.97_4195749.01 1.35558 2.1182 554697.97 4195749.01 554697.97_4195749.01 1.28351 2.1381 554437.97 4195769.01 554437.97_4195769.01 2.97618 2.13139 554457.97 4195769.01 554457.97_4195769.01 2.79534 2.19951 554477.97 4195769.01 554477.97_4195769.01 2.60032 2.22577 554657.97 4195769.01 554657.97_4195769.01 1.44728 2.23853 554677.97 4195769.01 554677.97_4195769.01 1.3683 2.24853 554697.97 4195769.01 554697.97_4195769.01 1.29874 2.28297

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554477.97 4196389.01 554477.97_4196389.01 0.43567 2.37867 554497.97 4196389.01 554497.97_4196389.01 0.41903 2.31618 554517.97 4196389.01 554517.97_4196389.01 0.39604 2.20842 554537.97 4196389.01 554537.97_4196389.01 0.38136 2.1351 554557.97 4196389.01 554557.97_4196389.01 0.36097 2.0291 554577.97 4196389.01 554577.97_4196389.01 0.3476 1.96277 554637.97 4196409.01 554637.97_4196409.01 0.25937 1.41033 554657.97 4196409.01 554657.97_4196409.01 0.24879 1.35323 554537.97 4196429.01 554537.97_4196429.01 0.25988 1.2472 554557.97 4196429.01 554557.97_4196429.01 0.26466 1.29749 554617.97 4196429.01 554617.97_4196429.01 0.25179 1.27295 554637.97 4196429.01 554637.97_4196429.01 0.24327 1.23474 554537.97 4196449.01 554537.97_4196449.01 0.23686 1.05435 554557.97 4196449.01 554557.97_4196449.01 0.24592 1.13187 554577.97 4196449.01 554577.97_4196449.01 0.24129 1.12135 554597.97 4196449.01 554597.97_4196449.01 0.23775 1.11959 554617.97 4196449.01 554617.97_4196449.01 0.23349 1.11086 554637.97 4196449.01 554637.97_4196449.01 0.22868 1.09218 554577.97 4196469.01 554577.97_4196469.01 0.21577 0.92998 554597.97 4196469.01 554597.97_4196469.01 0.21588 0.9527 554617.97 4196469.01 554617.97_4196469.01 0.21601 0.97073 CONCUNIT ug /m^3 CONCUNIT ug_/m^3
DEPUNIT g/m ^2 DEPUNIT g/m_^2

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EXHIBIT F
1 of 11

CONDITIONS OF APPROVAL

1. Substantial Conformance: The Revised Project shall be completed in substantial conformance with the Site Plan Alternative B in Exhibit B, Planned Area Plan Addendum in Exhibit C and Development Guideline Module in Exhi bit D submitted to and received by the Planning Department on November 10, 2022, except as may be modified by the conditions of approval for the Revised Project.

2. Conditions of Approval on Plans: All conditions of approval shall be printed on the informational page of the final construction plans submitted for building permits, along with annotations by the Applicant of where the conditions have been met on the drawings.

All conditions of approval shall be on all grading and construction plans, which shall always be kept on the Project site.

3. Responsibility to Inform: The Permittee shall be responsible for ensuring that all contractors, subcontractors, consultants, engineers, construction crews, or other business entities providing services related to the Revised Project are advised of their responsibilities to comply with all conditions of approval and MMRP.

4. Transportation Demand Management: Permittee shall adhere to the requirements of the transportation demand management program for which provision is made in RMC Section

15.04.612. The applicant shall prepare and submit to the City a Transit Access Plan which evaluates the feasibility of extending existing AC Transit fixed routes to the Project. In the event that public transit routes are extended to the project, the applicant shall install a public solar bus shelter to accommodate the transit service to the site, with the location and design of the shelter to be subject to review and approval by the City's Department of Transportation and Engineering Services prior to installation. If routes cannot be extended to the site, the applicant shall install a public solar bus shelter at the nearest stop to the site.

Public Works/Engineering

5. Permittee shall provide Improvement Plans for review and approval by the City Engineer of all off-site improvements to be constructed as part of the Project. The Improvement Plans for the Project shall Include all relevant City Standard Details for the Sanitary Sewer, Storm Drain and work within the Public Right of W ay. The applicant shall have street improvement plans prepared for all work in the public right -of-way by a licensed civil engineer and obtain Department of Public Works approval prior to the issuance of the encroachment permit or subdivision improvement plans.

6. Water Resource Recovery ( WRR) Department shall inspect the work on the Sanitary Sewer, Storm Drain, C.3 and C.6 during construction and a permit from the WRR Department is required.

7. An Operation and Maintenance Agreement will be required with the WRR Department .

This Agreement can be completed at any time prior to closing out the permit with the City during the construction phase of the project.

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EXHIBIT F
2 of 11

8. The applicant shall obtain an encroachment permit from the City of Richmond Public Services/Engineering Department for all work within the public right -of-way. All curb, gutter, and sidewalk replacements shall conform to City of Richmond standards. Should any infrastructure be damaged or destroyed as a result of the construction of the Revised Project, the Applicant shall be responsible for returning the infrastructure to an acceptable condition as determined by the City's Public Works Director.

9. All new electrical lines and connections to the site shall be undergrounded to the satisfaction of the City Engineer and Public Works Director. The Applicant shall replace any damaged landscaping, improvements, or s treet improvements caused by the installation of utility services and construction of the project to the satisfaction of the City Engineer and Community Development Director.

10. Any relocation of existing improvements or public utilities shall be accomplished under the direction of the City or impacted utility company's requirement at no expense to the City or utility company.

11. Permittee shall work in good faith with the East Bay Regional Park District to pave the area designated for overflow parking located at Ferry Point parking lot.

12. A financing plan shall be established for the Homeowners Association to cover the expenses related to the implementation and maintenance of adaptation measures relating to flooding on the site, as more specifically required in Project Design Feature HYD -3 of the MMRP.

13. Prior to the approval of any permits, including building and grading permits for the Project, Developer shall, at its sole cost and expense, prepare and submit to City for approval, a plan for funding the operation and maintenance of the Project's internal streets (the "Project O&M Plan").

14. Applicant shall indemnify, defend and hold harmless the City, its Council, Planning Commission, Design Review Board, advisory boards, officers, employees, consultants and agents (hereinafter "City") from any claim, action or proceeding (herei nafter "Proceeding") brought against the City to attack, set aside, void or annul the City's actions regarding any development or land use permit, application, license, denial, approval or authorization, including, but not limited to, variances, use permit s, development plans, specific plans, general plan amendments, zoning amendments, approvals and certifications pursuant to the California Environmental Quality Act, and /or any mitigation monitoring program, or brought against the City due to acts or omiss ions in any way connected to the Applicant's Project, but excluding any approvals governed by California Government Code Section 66474.9. This indemnification shall include, but not be limited to, damages, fees and/or costs awarded against the City, if any , and costs of suit, attorneys fees and other costs, liabilities and expenses incurred in connection with such proceeding whether incurred by Applicant or City. If Applicant is required to defend the

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EXHIBIT F
3 of 11

City as set forth above, the City shall retain the right to select the counsel who shall defend the City.

Sewer/Wastewater

15. The applicant/developer shall seal the manhole and cut back the pipe in the channel when they tie on to the existing main on Brickyard Cove Road.

Stormwater

16. Project shall comply with Municipal Regional Permit C.3 requirements.

Water Supply

17. An approved on-site water supply capable of supplying the required fire flow for on- site fire protection shall be provided to all premises upon which buildings are constructed.

When any portion of a building is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the building, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided when ·required by the Fire Marshal.

18. Fire hydrants and mains capable of supplying 2,500 gallons per minute @ 20 p.s.i. residual pressure shall be provided in approved locations. On- site fire hydrants shall be located so vehicle travel ls no greater than 300 ft. between hydrants.

Hydrants

19. Fire hydrants shall be installed by the developer and made serviceable prior to any combustible building materials being delivered or stored on the site and during the time of construction.

20. There shall be no more than 300 feet between public/private fire hydrants located along the public/private street.

Access Roads

21. Access roads with a minimum unobstructed width of 20 feet shall be provided to the front and rear of structures. A minimum vertical clearance of 13 feet 6 inches shall be provided.

Access roads shall be engineered to support the imposed load of our ladder truck apparatus which weighs 35 tons and shall be designed per the City Public Work's Department Standards. An access road shall be provided to within 150 feet of all exterior walls of the first floor of the buildings. The route of the access road shall be approved by the Fire Marshal.

22. Every building shall be accessible to Fire Department apparatus by way of all weather access roadways during the time of construction. These roads shall have a minimum unobstructed width of 20' and shall be required to have a minimum 'first lift' of pavement applied which shall support the imposed load of a fire apparatus which is typically 37 tons. (no exceptions) The developer shall be required to provide the Fire Marshal with a site plan showing the location, width, grades, and cross section of the proposed access roads to be used during construction. Permits shall not be issued and combustible construction

Page 1501 of 1565 ends

EXHIBIT F
4 of 11

shall not be allowed on the site until this site plan is reviewed and approved and stamped by the Fire Department. Note: Provide specific details regarding the proposed access road that intersects the property.

Fire Lanes and No Parking Zones

23. The Fire Marshal shall identify on the final site development plans all Fire Lanes and areas where parking is to be restricted. The location of these lanes, signage, and curb painting shall be determined at the sole discretion of the Fire Marshal.

Fire Protection and Detection

24. Subject to the review and approval of the Fire Marshal, an Automatic Fire Sprinkler System shall be installed in accordance with N.F.P.A. 13R. Any fire sprinkler system with over twenty-five (25) heads shall be monitored for water flow by a central station approved by the Fire Marshal.

25. When multiple control valves and Fire Department Connections (F.D.C.) are installed in close proximity to one another, a signal device shall be installed on each (F.O.C.) which will be audible or visual either upon activation to clearly define which system has specifically been activated. The type of device shall be approved by the Fire Marshal.

26. A Manual Fire Alarm System, including a fire alarm control panel and all other associated equipment and devices according to the applicable standards published by N.F.P.A. shall be installed to the satisfaction of the Fire Marshal. The fire alarm panel shall clearly identify the location of the specific alarm within the building. Codes to silence the alarm system shall be provided within the fire alarm panel or Knox Box. Plans and specifications shall be submitted to the Fire Department for review and approval prior to installation.

27. The Fire Marshal shall approve the location, number, and sizes of all portable fire extinguishers prior to the issuance of any building permits.

28. AII fire protection systems including, but not necessarily limited to, fire sprinkler systems, fire alarm systems, and fixed fire extinguishing systems must comply with the most recent adopted standards published by the National Fire Protection Association, (NFPA), except where specifically amended modified by Fire Department policy or ordinance.

Fire Protection and Detection System Plans

29. Plans and specifications for the installation of any new fire protection and/or detection systems or any modification to an existing system shall be submitted to the Fire Department for review and approval prior to installation. This includes all underground civil plans pertaining to all on-site fire protection.

30. AII detailed plans and specifications for private fire protection and or detection systems shall be submitted separately to the Fire Marshal for review and approval. Prior to the issuance of any grading or Building Permits, the applicant shall integrate the approved plans for fire protection and detection systems into the plans submitted to the Planning Development Department for all civil improvements.

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EXHIBIT F
5 of 11

Trash Enclosures

31. AII dumpsters or trash containers with an individual capacity of 1.5 cubic yards or more shall not be stored in buildings or placed within five (5) feet of combustible walls, openings, or combustible roof eave lines unless protected by an automatic sprinkler system approved by the Fire Marshal.

Knox Boxes

32. An acceptable emergency access key box (Knex Model 3200) shall be located to the right side of the main entrance, no higher than six (6) feet from the ground. This key box shall be easily visible and accessible to the Fire Department. A Knox sticker shall be affixed on the door adjacent to the Knox Box.

33. Obtain a Knox application from the City Administration Offices.

Premise Identification

34. Approved numbers or addresses shall be placed on all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. Unless specifically exempted by the Fire Marshal, address numbers are also required on rear doors.

35. An illuminated graphic directory, approved by the Fire Marshal, shall be provided at each main entrance to any residential or commercial condominium complex, apartment complex, townhouses, mobile home parks, and multiple tenant and commercial building complexes. The directory shall consist of the following:
(a) a plot plan showing public and private drives;
(b) all emergency and non-emergency access roads;
(c) building locations with unit numbers and addresses; (d) fire hydrant locations;
(e) the name of the complex;
(f) a reference point on the plot plan indicating the location of the directory; (g) a north direction indicator.

Aerial Pre-Plan

36. Development shall have an approved aerial preplan identifying the fire departments related safety items, through an approved third party vendor at the no cost to the city or fire department.

37. Turning Radius. Permittee shall provide turning radius on plans to ensure compliance with Fire Department standards.

38. The project shall meet the requirements of Richmond Municipal Code (RMC) Chapter

12.62 either by including on site publicly accessible art valued at one percent of the Building Development Cost or by paying an in -lieu contribution of one percent of the Building Development Cost to the City's Public Art Project account as set forth in RMC

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EXHIBIT F
6 of 11

Section 12.62.050. Building Development Cost shall be as defined in the RMC Chapter

12.62. 39. Prior to issuance of a construction- related permit, the permittee shall prepare a traffic control plan (TCP) to minimize, to the extent feasibl e, impacts on Brickyard Cove Road and Dornan Drive. The TCP shall be subject to review and approval by the Director of Planning and Building Services or his/her designee. The project applicant shall implement the approved Plan prior to (as appropriate) and during construction.

40. AII light fixtures shall be shielded, indirect, dark sky friendly and have output color temperature of no greater than 3,000 Kelvins.

41. Ground water and/or storm water runoff shall not be allowed to flow from t he site across the Bay Trail's shoulder or pavement.

42. Bay Trail Construction. The design of the Bay Trail will be reviewed by the City for conformity with applicable engineering standards before construction permits are issued, including paving thickness, DG thickness and compact ion, drainage, root barriers, and header boards.

43. Bay Trail Landscaping. Landscaping adjacent to the Bay Trail shall be non- spreading to minimize or avoid plants encroaching upon trail shoulders . Where landscape strips are narrow, consider using Armeria maritima, Erigeron glaucous, Osteospermum ecklonis "Asti White", "Akila Purple" & "Tradewinds Yellow", Achille a "moonshine" and Deschampsia cespitosa as planting materials.

44. Walls & Fences. The Homeowners' Association covenants, conditions, and restrictions (CC&Rs) shall limit the height of solid walls or fencing along the Bay Trail to 48 inches, with any wall or fence extension above 48 inches to be open in character. Chain link fencing shall not be permitted.

45. Bay Trail Orientation Signs: The applicant shall collaborate with Trails for Richmond Action Committee (TRAC) to prepare a plan for Bay Trail orientation and way -finding signs content, design, size, location and orientation, including but not limited to updated 2'x3' orientation map panels to be produced and installed on at least two locations at or near the project site while also fabricating and installing updated versions of the three other panels present on the Ferry Point Loop of the Bay Trail to include the project's new Bay Trail. The resulting Bay Trail sign plan shall be included in the Subdivision Improvement Agreement.

46. Bay Trail Interpretive Signs: At least three 2' x 3' interpretive panels shall be created and installed in a National Park Service low profile frame on the topics of Parr -Richmond Terminal 1, Golden Gate Ferry Terminal and types of commercial shipping vessels traversing the adjacent channel. Panel location and design shall be developed in collaboration with TRAC and be consistent with the design of Bay Trail interpretive panels

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EXHIBIT F
7 of 11

installed along the Bay Trail in Richmond. Location and design of the panels shall be included in the Subdivision Improvement drawings.

47. The applicant shall apply for an easement for the bay trail portion along the north side of Brickyard Cove Road prior to approval of the subdivision plans and issuance of the first certificate of occupancy.

48. Street Improvements. The applicant shall have street improvement plans prepared for all work in the public right of way by a licensed civil engineer and obtain Engineering Division approval prior to the issuance of the encroachment permit.

49. The Project is required to retrofit all existing and new drain inlets and catch basins on-site and adjacent offsite with full -trash capture device per RMC 12.22.090(a). Inc lude detail of the chosen device on plan sheet and indicate the locations where they will be installed (see attached list of approved full trash-capture devices). As part of the SWCP the Project shall be listed in the text for the trash inserts within the "Source Control Measures" and Section VI "Stormwater Facility Maintenance" Section of the SWCP.

50. Submit Operations and Maintenance Plan and an O&M Agreement per the City of Richmond Templates for the storm water quality facilities. After approval of the O&M Plan and Agreement by the Water Resource Recovery Department the following shall occur:
(a) The property owner must sign and notarize the Agreement first (b) Then submit it to the City along with a Legal description of the property. (c) City officials will sign and notarize the Agreement. (d) The executed Agreement is recorded with the County by the City. (e) The City will provide Property owner a copy of the recorded Agreement.

51. The Project shall video all storm and sewer pipes on the property up to the connection points to the City systems. The videos shall be provided to the Water Resource Recovery Department for review prior to finalizing project utility plan. In addition, video of pipes constructed shall be completed prior to occupancy of the units.

52. Project will install a two-way cleanout, overflow protection device and a backflow device for each unit/connection. Coordinate number of connections with MEP consultant.

53. Project shall comply with minimum storm drain standards set forth in City of Richmond Standards Plans and in the RMC. Documentation provided in support of proposed Storm Drain improvements shall include, but is not limited to:

(a) Project shall provide as -built drawing to the City of Richmond ECIP Department for all improvements constructed onsite and off-site as part of the project. The as- built drawings must be stamped by the engineer of record for the project. (b) Project shall comply with the City's Storm drain design standards in RMC Section

15.08.570. Storm Drain Design Criteria shall follow the City of Richm ond's RMC Section 12.44.060(f) - Design standards and grading regulations (Regulations for Drainage).

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EXHIBIT F
8 of 11

54. The project shall conform to the latest C3 standards and Best Management Practices.

55. Applicant shall implement the Mitigation Monitoring and Reporting Program.

56. Roads. The applicant shall repair any roads damaged because of the Project construction activity to a structural condition equal to that which existed prior to construction activity.

Prior to Project construction, City of Richmond Public Works Department or the Director's designated representative shall document road conditions for all routes that would be used by Project construction- related vehicles. The City would also document road conditions after Project construction is completed. The pre- and post-construction conditions of the haul routes shall be reviewed, and The Permittee or contractor(s), and staff of the Public Works Department, would enter into an agreement prior to construction that details the pre- construction conditions and the post -construction requirements of a rehabilitation program.

Vesting Tentative Map

57. In addition to the standard engineering conditions of approval the applicant shall meet all of the following:
a. All streets, sidewalks, Bay Trail, open space areas, storm drains, sanitary sewers, and related appurtenances shown within the development shall be the responsibility of the applicant to maintain.
b. The applicant shall make all repairs to the existing wharf structure to ensure a design life of no less t han 75 years. Future maintenance of the wharf and park shall be the responsibility of the applicant.
c. The applicant shall complete a Pavement Conditions Assessment for each road used by trucks delivering materials to the site. These assessments shall be completed in accordance with the Metropolitan Transportation Commission’s guidelines. This evaluation shall be completed before and after construction to determine the change in the Pavement Conditions Index. The permittee shall be responsible for paying t heir pro rata share of pavement restoration for any decrease in the Pavement Conditions Index (PCI) to restore the roadway to a PCI rating of 100. For example, if the pre and post PCI is 60 and 40 respectively, there is a 20-point decrease. Therefore, the permittee would be responsible for paying the City 20% of the cost to restore the roadway to a PCI rating of 100. This fee shall be collected prior to issuing the final certificate of occupancy for the development. The cost of restoring the roadway s hall be based upon the City’s current pavement conditions report.

58. Sheet C1.0 – Cover Sheet
a. The applicant shall prepare the final construction documents consistent with the Geotechnical Engineer’s recommendations. The Geotechnical Engineer shall submit a signed a sealed letter confirming the final improvement plans are consistent with their recommendations.

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EXHIBIT F
9 of 11

59. Sheets C2.0 Boundary and Existing Conditions
a. For the property description it states, “this property description has been prepared by me, or under my direction.” The letter of response states that Sheet C1.0 has the updated name. The applicant shall confirm the boundary survey and property description compiled by a land surveyor or a civil engineer registered before 1982. b. The applicant shall vacate all easements within the project area that are in conflict with the development and to the satisfaction of the City Engineer prior to submittal of the first final map.

60. Sheets C3.0 Lot and Site Plan
a. Based upon supplemental information provided by the applicant on 11.8.2022, the City understands the development includes the following parcels:

b. Applicant shall clarify w hy Parcel O to be retained by the City if it is labeled as “common space.”
c. The plans do not indicate the EVA route, applicant shall confirm that the turn radius fs 25-ft inner and 45-ft outer per the Fire Marshall’s direction.

61. Sheet C4.0 Horizontal Control Plan
a. All curb ramps installed by the applicant shall be in the direction of travel. b. In the improvement plans, the applicant shall show the location of the Ferry Point Sanitary Sewer Lift Station. The applicant shall coordinate the location of the driveway consistent with the location of the sanitary sewer lift station and to the satisfaction of the City Engineer.
c. On street parallel parking shall not be allowed within 20 feet of an intersection.

Provide at least 6 feet of no parking clearance at all driveways. d. The applicant s hall coordinate and pay all costs associated with securing permanent and any construction easements necessary to construct the Bay Trail on lands currently owned by East Bay Regional Park District along the north side of Brickyard Cove Road.
e. The applicant shall provide a debris catchment fence along the Bay Trail along Brickyard Cove Road to the satisfaction of the City Engineer. f. The Bay Trail shall be constructed to the current Bay Trail standards. Any deviations from these standards shall not be permitted unless approved by the City Engineer. At no time, shall the Bay Trail deviate from the Class 1 standard as defined in the State of California Department of Transportation’s Highway Design Manual.

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