Cities Index.
Agenda packet

City Council and Concurrent Authorities
April 19, 2022

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Agenda packet
Meeting
April 19, 2022
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City Council and Concurrent Authorities
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19
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2 Through its authority under Health and Safety Code section 39711, the California Environmental Protection Agency (CalEPA) is charged with the duty to identify disadvantaged communities. CalEPA bases its identification of these communities on geographic, socioeconomic, public health, and environmental hazard criteria (Health and Safety Code, section 39711, subsection (a)). In this capacity, CalEPA currently defines a disadvantaged community, from an environmental hazard and socioeconomic standpoint, as a community that scores within the top 25 percent of the census tracts, as analyzed by the California Communities Environmental Health Screening Tool Version 3.0 (CalEnviroScreen).

CalEnviroScreen uses a screening methodology to help identify California communities currently disproportionately burdened by multiple sources of pollution. The census tract containing the Project is within the top 1 percent for Pollution Burden1 and is considered a disadvantaged community; therefore, the City must ensure that the Project does not adversely impact neighboring disadvantaged communities.

Industrial development, such as those proposed under the Project, can result in high daily volumes of heavy-duty diesel truck traffic and operation of on-site equipment (e.g., forklifts and yard tractors) that emit toxic diesel emissions, and contribute to regional air pollution and global climate change.2 Due to the Project’s proximity to residences already disproportionately burdened by multiple sources of pollution, CARB’s comments below express concerns with the potential cumulative air quality impacts associated with the construction and operation of the Project. To protect the health of these communities, City and applicant have an obligation to construct and operate the Project using the zeroemission technologies provided in this letter.

The DEIR Does Not Specify if the Project Would be Used for Cold Storage
The City does not specify in the DEIR if the Project would include the operation of on-site cold storage uses. Consequently, air pollutant emissions associated with cold storage operation were not included in the DEIR. Should the Project later include cold storage uses, residences near the Project-site could be exposed to significantly higher levels of toxic diesel PM and nitrogen oxides (NOx), and greenhouse gases than trucks and trailers without TRUs.

To ensure TRUs will not operate within the Project site without first quantifying and mitigating their potential impacts, the City must include one of the following design features in the Final Environmental Impact Report (FEIR):

1. Pollution Burden represents the potential exposure to pollutants and the adverse environmental conditions caused by pollution.

2. With regard to greenhouse gas emissions from this project, CARB has been clear that local governments and project proponents have a responsibility to properly mitigate these impacts. CARB’s guidance, set out in detail in the Scoping Plan issued in 2017, makes clear that in CARB’s expert view, local mitigation is critical to achieving climate goals and reducing greenhouse gases below levels of significance. 


Exhibit 1 - Final Environmental Impact Report
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Nicole Moore
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3 x A Project design measure requiring contractual language in tenant lease agreements that prohibits tenants from operating TRUs within the Project-site; or x A condition requiring a restrictive covenant over the parcel that prohibits the applicant’s use of TRUs on the property, unless the applicant seeks and receives an amendment to its conditional use permit allowing such use.

If the City later chooses to allow TRUs to operate within the Project site, the City must remodel the Project’s air quality impact analysis and HRA to account for potential health risks.

The updated air quality impact analysis and HRA should include the following air pollutant emission reduction measures:
x Include contractual language in tenant lease agreements that requires all loading/unloading docks and trailer spaces to be equipped with electrical hookups for trucks with TRU or auxiliary power units. This requirement will substantially decrease the amount of time that a TRU powered by a fossil-fueled internal combustion engine can operate at the Project-site. Use of zero-emission all-electric plug-in TRUs, hydrogen fuel cell transport refrigeration, and cryogenic transport refrigeration are encouraged and can also be included in lease agreements.3 x Include contractual language in tenant lease agreements that requires all TRUs entering the project site to be plug-in capable.

The City Uses Inappropriate Trip Lengths When Modeling the Project’s Air Quality Impacts from Mobile Sources
The Project’s operational mobile source air pollutant emissions may have been underestimated in the DEIR by using vehicle trip lengths unsupported by substantial evidence. The Project’s operational air pollutant emissions were estimated using the California Emissions Estimator Model (CalEEMod). Based on CARB’s review of the CalEEMod outputs found in Appendix C (Air Quality Modeling Results) of the DEIR, the City relied on CalEEMod vehicle trip length defaults to estimate the Project’s mobile source air pollutant emissions. After applying these defaults, 59 percent of the Project’s total vehicle trips would have a travel distance of 9.5 miles and 41 percent of the Project’s total vehicle trips would have a travel distance 15 miles.

The DEIR does not specify the distance workers and truck drivers would need to travel to operate the proposed light industrial buildings. The Project is located within a short distance from the Port of Stockton and other industrial warehouses, which the Project could serve.

However, the heavy-duty trucks transporting goods to the proposed light industrial buildings could travel greater distances, such as Port of Oakland or Port of Point San Pablo. Unless the City restricts the Project’s truck trip distances to those specified in the Project’s air quality 3 CARB’s Technology Assessment for Transport Refrigerators provides information on the current and projected development of TRUs, including current and anticipated costs. The assessment is available at:
https://www.arb.ca.gov/msprog/tech/techreport/tru_07292015.pdf. 

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Nicole Moore
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4 analysis, the City must remodel the Project’s air quality impacts assuming a truck trip distance supported by substantial evidence.

The City Used Inappropriate Vehicle Fleet Mixes to Evaluate the Project’s Air Quality Impacts from Mobile Sources.

The Project’s operational mobile source air pollutant emissions may have been underestimated in the DEIR by using inappropriate vehicle fleet mixes. The Project’s operational air pollutant emissions were estimated assuming 9 percent of the Project’s 12,370 daily vehicle trips would consist of heavy-duty trucks. The City obtained this fleet mix using CalEEMod default assumptions.

CARB believes it would be more appropriate to base the air quality and health risk impact analysis on the fleet mixes supported by substantial evidence, rather than modeling defaults.

For example, according to the Fontana Truck Trip Generation Study,4 20.4 percent of the total daily vehicle trips from a warehouse greater than 100,000 square feet (heavy warehouse) would consist of trucks. This example study is based on traffic counts from warehouses. Furthermore, the risk impacts evaluated in the Project’s HRA assumed that 25 percent of the Project total daily vehicle trips would consist of heavy-duty trucks, which is inconsistent with the 9 percent assumed in the Project’s air quality analysis. CARB recommends that the City reevaluate the Project’s air quality impacts assuming a conservative fleet mix, supported by substantial evidence.

The DEIR Did Not Account for Air Pollutant Emissions from Heavy Duty Trucks During On-Site Grading
The DEIR did not account for mobile source air pollutant emissions from grading operations during the Project’s construction phase. According to Chapter 3.3.5 (Project Construction), the construction of the proposed light industrial buildings would involve mass grading and extensive excavation. However, based on CARB’s review of the CalEEMod outputs, found in Appendix C (Air Quality Modeling Results) of the DEIR, the City assumed that no heavy-duty truck trips would be required to import or export soil during the on-site mass grading and excavation. Furthermore, the DEIR does not explicitly state the quantity of soil needed to grade the Project site to support this assumption. If soil must be imported or exported to grade the Project site, the truck trips needed to accomplish that must be accounted for.

The City must remodel the Project’s construction air pollutant emissions using accurate heavy duty truck trip estimates. Residences and other sensitive receptors (e.g., daycare facilities, senior care facilities, and schools) located near construction haul routes could be exposed to diesel exhaust emissions that were not evaluated in the DEIR. The DEIR should clearly state 4 City of Fontana. Truck Trip Generation Study. August 2003. Accessible at:
https://tampabayfreight.com/pdfs/Freight%20Library/Fontana%20Truck%20Generation%20Study.pdf 

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5 the total number of heavy-duty truck trips expected during Project construction so the public can fully understand the potential environmental effects of the Project on their communities.

The Health Risk Assessment Used Inappropriate Assumptions When Modeling the Project’s Health Risk Impacts
The HRA prepared for the Project and presented in Appendix I (Health Risk Assessment) of the DEIR, concluded that residences near the Project site would be exposed to diesel PM emissions that would result in cancer risks of 1.56 chances per million during Project construction and 10.45 chances per million during Project operation. Since the Project’s cancer risks are below the San Joaquin Valley Air Pollution Control District’s significance threshold of 20 chances per million, the DEIR concluded that the Project would result in a less than significant impact on public health. CARB has reviewed the Project’s HRA and is concerned that the Project’s cancer risk impacts may have been underestimated for the reasons detailed below.

The HRA prepared for the Project evaluated the operational cancer risks using exhaust emission factors from EMFAC2017 while assuming aggregated vehicle speeds for heavy-duty trucks. When estimating cancer risks from Project-related truck activities, the City should obtain exhaust emission factors for trucks transiting at speeds of 5 miles per hour (mph) within the project site and 25 mph along local roadways. To better understand the Project’s potential impacts on public health, the City should revise the Project’s HRA using the latest diesel PM emission factors obtained from EMFAC2021 and report the revised cancer risks in the FEIR.

The Project traffic trip rates presented in the HRA are not consistent with those shown in the Project’s Traffic Impact Study. As presented in Table 15 (Trip Generation Estimate) of Appendix G (Traffic Impact Study), the operation of the Project would result in 12,370 daily vehicle trips. However, according to the Project’s HRA, the Project would result in 10,572 daily vehicle trips. Since the daily vehicle trips reported in the Project’s CalEEMod outputs are below what is presented in the DEIR, CARB is concerned that the cancer risk impacts reported in the DEIR are underestimated. The City must remodel the Project’s cancer risks using the vehicle trips presented in Project’s traffic impact analysis.

The DEIR Did Not Include Mitigation Measures to Minimize the Project’s Significant and Unavoidable Impact on Air Quality The City did not include any meaningful project-specific mitigation measures in the DEIR to reduce the Project’s operational NOx emissions. Chapter 6 (Air Quality) of the DEIR concludes that the operation of the Project would result in emissions of NOx that would exceed the San Joaquin Valley Air Pollution Control District’s (SJVAPCD) significance threshold. Consequently, the City concluded in the DEIR that that Project would significantly impact air quality. Although the DEIR does not include mitigation measures to reduce the Project’s operational NOx emissions, the City commits to implementing the applicable 


Exhibit 1 - Final Environmental Impact Report
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measures listed in Appendix B (Additional Air Quality Improvement Measures) of the DEIR and comply with local air district rules, such as SJVAPCD Rule’s 9410 and 9510, and state regulations, such as the Advanced Clean Truck Regulation. Even after implementing applicable local air district rules and state regulations and the City’s Additional Air Quality Improvement Measures, the City concluded in the DEIR that the Project’s impact on air quality would remain significant and unavoidable.

Although complying with local air district rules and state regulations would reduce the Project’s air pollutant emissions, the Project would have to abide by these State and district rules and regulations and they should not be exclusively relied on to reduce the Project’s impact on air quality. In the DEIR, the City states that the Project would comply with SJVAPCD Rule 9510. This rule requires the applicant to reduce the Project's operational NOx and PM10 emissions by 33.3 and 45 percent, respectively. To achieve these reductions, the applicant will need to pay into an off-site mitigation fund managed by the SJVAPCD for any emission reductions required by the rule that are not achieved through on-site emission reductions. The City must explain in the DEIR how the rule will achieve the desired emission reductions after all feasible mitigation measures are implemented. The City must list all the Sroject design features and mitigation measures that would reduce the Project’s operational air pollutant emissions and the amount of money the applicant will pay into SJVAPCD's off-site mitigation fund.

The City must include meaningful mitigation measures in the DEIR to reduce the Project’s operational NOx emissions. As previously mentioned, the DEIR states that the City will implement the applicable measures listed in Appendix B (Additional Air Quality Improvement Measures) of the DEIR to reduce the Project’s operational emissions. The Additional Air Quality Improvement Measures listed in Appendix B are specific to the Sanchez-Hogan Annexation Project FEIR approved by the City in June 2020. In Appendix B, the City states that since the Project is similar in type, size, location, scale of development to the SanchezHogan Annexation Project, the mitigation measures listed in the Sanchez-Hogan Annexation Project FEIR are referenced in this DEIR. If the City plans to implement the measures listed in Appendix B, the City must conduct a project-specific analysis to ensure that the type of mitigation measures used in the Sanchez-Hogan Annexation Project FEIR will lessen the Project’s air quality impacts. The City cannot simply cite mitigation measures from an FEIR, not related to the Project, to mitigate the Project’s significant air quality impact simply because the two projects are similar in type and size.

The Additional Air Quality Improvement Measures listed in Appendix B include: requiring compliance with CARB regulations and SJVAPVD Rules, the use of Tier 4 off-road equipment during Project construction, compliance with cool roof specifications as specified in the 2016 CALGreen Building Standards, all off-road equipment to be powered by zero to near-zero technologies, tenant-owned and operated fleet equipment with a gross vehicle weight rating greater than 14,000 pounds accessing the site meet or exceed 2010 model year emissions equivalent engine standards. These measures also require the use of electrically powered landscaping equipment, use haul trucks and large onsite diesel-powered equipment that are equipped with CARB Tier IV-compliant engines or better, use zero-emission light - and 


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medium-duty vehicles, utilize electric-powered or zero-emission forklifts, tuggers, and other off-road mobile equipment, and providing electric TRU electrical connections at dock doors and vehicle charging stations proposal to demand. The measures listed in Appendix B also include measures that are not related to the Project. These measures include requiring the applicant of the Sanchez-Hoggan Annexation Project to retain a qualified person to prepare a detailed air quality plan and to install a screen wall to the north of the Sanchez-Hoggan property to serve as a visual and sound buffer.

If the City plans to implement the air quality Improvement measures listed in Appendix%, the City must include these measures as either Sroject-specific mitigation measures or project design features in the FEIR. The City must explain in the FEIR how they would lessen the Project’s significant and unavoidable impact on air quality. The mitigation measures and design features must clearly explain their objectives; specifically, how they will be implemented, who is responsible for implementation, where they will occur and when they will occur.

Under CEQA, Projects that will have a significant and unavoidable impact on the environment must implement all feasible mitigation measures to reduce those impacts (see California Public Resources Code§ 21081; 14 CCR§ 15126.2(b)). Based on CARBs review of the DEIR, the City has failed to meet this requirement under CEQA. To meet the minimum requirements of CEQA and protect public health, the City must include meaningful and project-specific mitigation measures in the FEIR to reduce the Project’s air pollutant emissions. Appendix A of this letter contains a list of feasible measures that can be applied to the Project to minimize air pollution. The mitigation measures in the FEIR must be fully enforceable and imposed by the City.

Conclusion
CARB is concerned about the potential public health impacts should the City approve the Project and how those impacts were evaluated in the DEIR. The City does not state if the proposed warehouse buildings would be used for cold storage. Should the City allow the Project to be used for cold storage, the City should update the Project’s air quality analysis and HRA to account for the increase in air pollution and cancer risks resulting from trucks and trailers with TRUs visiting the Project site. The Project’s air quality impact analysis and conclusions are based on heavy-duty truck trip distances and mixes that were not supported by substantial evidence. The DEIR did not account for air pollutant emissions from haul truck trips during onsite mass grading and excavation. The Project’s HRA and air quality DQDO\VLV have conflicting modeling assumptions. Lastly, the City did not include meaningful and project-specific mitigation measures in the DEIR to reduce the Project’s significant and unavoidable impact on air quality.

Given the breadth and scope of projects subject to CEQA review throughout California that have air quality and greenhouse gas impacts, coupled with CARB’s limited staff resources to substantively respond to all issues associated with a project, CARB must prioritize its substantive comments here based on staff time, resources, and its assessment of impacts. 




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Nicole Moore
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8 CARB’s deliberate decision to substantively comment on some issues does not constitute an admission or concession that it substantively agrees with the lead agency’s findings and conclusions on any issues on which CARB does not substantively submit comments.

CARB appreciates the opportunity to comment on the DEIR for the Project and can provide assistance on zero-emission technologies and emission reduction strategies, as needed.

Please include CARB on your list of selected State agencies that will receive the FEIR. If you have questions, please contact Stanley Armstrong, Air Pollution Specialist via email at [email protected].

Sincerely,
Robert Krieger, Branch Chief, Risk Reduction Branch
Attachment
cc: State Clearinghouse
[email protected]
Dillon Delvo, Executive Director, Little Manila Rising
[email protected]
Patia Siong, Supervising Air Quality Specialist, San Joaquin Valley Air Pollution Control District
[email protected]
Harout Sagherian, Air Quality Specialist, San Joaquin Valley Air Pollution Control District
[email protected]
Jonathan Pruitt, Environmental Justice Program Coordinator, Catholic Charities of the Diocese of Stockton
[email protected]
Mariah Looney, Campaign Coordinator, Restore the Delta
[email protected]
Morgan Capilla, NEPA Reviewer, U.S. Environmental Protection Agency, Air Division, Region 9
[email protected]
Stanley Armstrong, Air Pollution Specialist, Risk Reduction Branch 

Exhibit 1 - Final Environmental Impact Report
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10 Attachment A
Exhibit 1 - Final Environmental Impact Report
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1 Attachment A
Recommended Air Pollution Emission
Reduction Measures for Warehouses and
Distribution Centers
The California Air Resources Board (CARB) recommends developers and government planners use all existing and emerging zero to near-zero emission technologies during project construction and operation to minimize public exposure to air pollution. Below are some measures, currently recommended by CARB, specific to warehouse and distribution center projects. These recommendations are subject to change as new zero-emission technologies become available.

Recommended Construction Measures

1. Ensure the cleanest possible construction practices and equipment are used. This includes eliminating the idling of diesel-powered equipment and providing the necessary infrastructure (e.g., electrical hookups) to support zero and near-zero equipment and tools.

2. Implement, and plan accordingly for, the necessary infrastructure to support the zero and near-zero emission technology vehicles and equipment that will be operating on site. Necessary infrastructure may include the physical (e.g., needed footprint), energy, and fueling infrastructure for construction equipment, on-site vehicles and equipment, and medium-heavy and heavy-heavy duty trucks.

3. In construction contracts, include language that requires all off-road diesel-powered equipment used during construction to be equipped with Tier 4 or cleaner engines, except for specialized construction equipment in which Tier 4 engines are not available. In place of Tier 4 engines, off-road equipment can incorporate retrofits, such that, emission reductions achieved are equal to or exceed that of a Tier 4 engine.

4. In construction contracts, include language that requires all off-road equipment with a power rating below 19 kilowatts (e.g., plate compactors, pressure washers) used during project construction be battery powered.

5. In construction contracts, include language that requires all heavy-duty trucks entering the construction site, during the grading and building construction phases be model year 2014 or later. All heavy-duty haul trucks should also meet CARB’s lowest optional low-oxides of nitrogen (NOx) standard starting in the year 2022.1

1. In 2013, CARB adopted optional low-NOx emission standards for on-road heavy-duty engines. CARB encourages engine manufacturers to introduce new technologies to reduce NOx emissions below the current mandatory on-road heavy-duty diesel engine emission standards for model-year 2010 and later. CARB’s Exhibit 1 - Final Environmental Impact Report
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2 6. In construction contracts, include language that requires all construction equipment and fleets to be in compliance with all current air quality regulations. CARB is available to assist in implementing this recommendation.

Recommended Operation Measures

1. Include contractual language in tenant lease agreements that requires tenants to use the cleanest technologies available, and to provide the necessary infrastructure to support zero-emission vehicles and equipment that will be operating on site.

2. Include contractual language in tenant lease agreements that requires all loading/unloading docks and trailer spaces be equipped with electrical hookups for trucks with transport refrigeration units (TRU) or auxiliary power units. This requirement will substantially decrease the amount of time that a TRU powered by a fossil-fueled internal combustion engine can operate at the project site. Use of zero-emission all-electric plug-in TRUs, hydrogen fuel cell transport refrigeration, and cryogenic transport refrigeration are encouraged and can also be included in lease agreements.2

3. Include contractual language in tenant lease agreements that requires all TRUs entering the project-site be plug-in capable.

4. Include contractual language in tenant lease agreements that requires future tenants to exclusively use zero-emission light and medium-duty delivery trucks and vans.

5. Include contractual language in tenant lease agreements that requires all service equipment (e.g., yard hostlers, yard equipment, forklifts, and pallet jacks) used within the project site to be zero-emission. This equipment is widely available and can be purchased using incentive funding from CARB’s Clean Off-Road Equipment Voucher Incentive Project (CORE).3

6. Include contractual language in tenant lease agreements that requires all heavy-duty trucks entering or on the project site to be model year 2014 or later, expedite a transition to zero-emission vehicles, and be fully zero-emission beginning in 2023. A list of commercially available zero-emission trucks can be obtained from the the Hybrid and Zero-emission Truck and Bus Voucher Incentive Project (HVIP).4 Additional
insentive funds can be obtained from the Carl Moyer Program and Voucher Incentive Program.5

7. Include contractual language in tenant lease agreements that requires the tenant to be in, and monitor compliance with, all current air quality regulations for on-road trucks optional low-NOx emission standard is available at: https://ww2.arb.ca.gov/our-work/programs/optionalreduced-nox-standards .

2. CARB’s technology assessment for transport refrigerators provides information on the current and projected development of TRUs, including current and anticipated costs. The assessment is available at:
https://www.arb.ca.gov/msprog/tech/techreport/tru_07292015.pdf 3 Clean Off-Road Equipment Voucher Incentive Project. Accessible at: https://californiacore.org/how-toparticipate/ 4 Zero-Emission Truck and Bus Voucher Incentive Project. Accessible at: https://californiahvip.org/ 5 Carl Moyer Program and Voucher Incentive Program. https://ww2.arb.ca.gov/carl-moyer-program-apply Exhibit 1 - Final Environmental Impact Report
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Exhibit 1 - Final Environmental Impact Report
1130





 
  




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1131





 
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Exhibit 1 - Final Environmental Impact Report
1132





 
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Exhibit 1 - Final Environmental Impact Report
1133





 
# 




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1146















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1147















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1154





 

 




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1171






 


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1172






 


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1173





 
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1174





 
  



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1176
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BaseCamp Environmental STOCKTON AB 617 COMMUNITY
SOURCE: Community Emmisions Reduction Program, March 18, 2021 Exhibit 1 - Final Environmental Impact Report
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1178





 

 




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1180





 
  




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1182





 
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1183





 
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1184





 
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Exhibit 1 - Final Environmental Impact Report
1185





 
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Exhibit 1 - Final Environmental Impact Report
1186





 
!
 




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Exhibit 1 - Final Environmental Impact Report
1187












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1188






 







Exhibit 1 - Final Environmental Impact Report
1189





 
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Exhibit 1 - Final Environmental Impact Report
1190





 
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Exhibit 1 - Final Environmental Impact Report
1191






 




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Exhibit 1 - Final Environmental Impact Report
1192








 
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Exhibit 1 - Final Environmental Impact Report
1193











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Exhibit 1 - Final Environmental Impact Report
1194










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Exhibit 1 - Final Environmental Impact Report
1195





 
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Exhibit 1 - Final Environmental Impact Report
1196





 
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Exhibit 1 - Final Environmental Impact Report
1197





 
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Exhibit 1 - Final Environmental Impact Report
1198





 
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Exhibit 1 - Final Environmental Impact Report
1199








  





    






    

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Exhibit 1 - Final Environmental Impact Report
1200











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1201






 



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Exhibit 1 - Final Environmental Impact Report
1202










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Exhibit 1 - Final Environmental Impact Report
1203










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1204

 










  








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Exhibit 1 - Final Environmental Impact Report
1205









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Exhibit 1 - Final Environmental Impact Report
1206









 
  

 

 




  
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1207









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Exhibit 1 - Final Environmental Impact Report
1208







 
    

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1209







 
    

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1210







 
    

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Exhibit 1 - Final Environmental Impact Report
1216






 

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Exhibit 1 - Final Environmental Impact Report
1217






 

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Exhibit 1 - Final Environmental Impact Report
1218







 

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Exhibit 1 - Final Environmental Impact Report
1219







 

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Exhibit 1 - Final Environmental Impact Report
1220
 
 

 
 

Exhibit 1 - Final Environmental Impact Report
1221
Exhibit 1 - Final Environmental Impact Report
1222
Exhibit 1 - Final Environmental Impact Report
1223
Exhibit 1 - Final Environmental Impact Report
1224



 






 

 

 


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Exhibit 1 - Final Environmental Impact Report
1225
Lead Agency:

Project Description: (please use a separate page if necessary)

Present Land Use/Zoning/General Plan Designation:

Economic/Jobs Public Services/Facilities Traffic/Circulation Other:

Drainage/Absorption Population/Housing Balance Toxic/Hazardous Cumulative Effects Coastal Zone Noise Solid Waste Land Use
Biological Resources Minerals Soil Erosion/Compaction/Grading Growth Inducement Archeological/Historical Geologic/Seismic Sewer Capacity Wetland/Riparian Air Quality Forest Land/Fire Hazard Septic Systems Water Supply/Groundwater Agricultural Land Flood Plain/Flooding Schools/Universities Water Quality Aesthetic/Visual Fiscal Recreation/Parks Vegetation
Project Issues Discussed in Document:

Water Facilities:Type MGD Other:

Recreational: Hazardous Waste:Type
Educational: Waste Treatment:Type MGD
Industrial: Sq.ft. Acres Employees Power: Type MW
Commercial:Sq.ft. Acres Employees Mining: Mineral
Office: Sq.ft. Acres Employees Transportation: Type
Residential: Units Acres
Development Type:

Community Plan Site Plan Land Division (Subdivision, etc.) Other:

General Plan Element Planned Unit Development Use Permit Coastal Permit General Plan Amendment Master Plan Prezone Redevelopment General Plan Update Specific Plan Rezone Annexation
Local Action Type:

Mit Neg Dec Other: FONSI
Neg Dec (Prior SCH No.) Draft EIS Other:

Early Cons Supplement/Subsequent EIR EA Final Document
CEQA: NOP Draft EIR NEPA: NOI Other: Joint Document
Document Type:

Airports: Railways: Schools:

Within 2 Miles: State Hwy #: Waterways:

Assessor's Parcel No.: Section: Twp.: Range: Base:

Longitude/Latitude (degrees, minutes and seconds): q c s N / 季季季季季 q 季季季季季 c 季季季季季 s W Total Acres: 季季季季季 Cross Streets: Zip Code:

Project Location: County: City/Nearest Community:

City: Zip: County:

Mailing Address: Phone:

Contact Person:

Notice of Completion & Environmental Document Transmittal Mail to: State Clearinghouse, P.O. Box 3044, Sacramento, CA 95812-3044 (916) 445-0613 For Hand Delivery/Street Address: 1400 Tenth Street, Sacramento, CA 95814 Project Title:

SCH #

Appendix C
Exhibit 1 - Final Environmental Impact Report
2020120283
Mariposa Industrial Park Project
City of Stockton Community Development Department Nicole Moore 345 N. El Dorado Street 209-937-8195
Stockton 95202 San Joaquin
San Joaquin Stockton
Mariposa Road and Carpenter Road 95215
37 55 31 121 12 30 206
Several 59, 69 1N 7E Mt Diablo
99 N Littlejohns Creek
Stockton Metropolitan BNSF Nightingale (SUSD)

3.6 m 206
Existing use is vacant and agricultural; existing zoning is agricultural; existing GP is industrial The project proposes annexation and industrial development of nine parcels totaling 206 acres adjacent to the City of Stockton. Conceptual development plans involve seven “high-cube” warehouses with a total floor area of 3.6 million square feet together with circulation, parking, utility infrastructure, and access from Mariposa Road.
1226
Reviewing Agencies Checklist
Lead Agencies may recommend State Clearinghouse distribution by marking agencies below with and "X".

If you have already sent your document to the agency please denote that with an "S".

Air Resources Board Office of Historic Preservation
Boating & Waterways, Department of Office of Public School Construction California Emergency Management Agency Parks & Recreation, Department of California Highway Patrol Pesticide Regulation, Department of Caltrans District # Public Utilities Commission
Caltrans Division of Aeronautics Regional WQCB #
Caltrans Planning Resources Agency
Central Valley Flood Protection Board Resources Recycling and Recovery, Department of Coachella Valley Mtns. Conservancy S.F. Bay Conservation & Development Comm.

Coastal Commission San Gabriel & Lower L.A. Rivers & Mtns. Conservancy Colorado River Board San Joaquin River Conservancy
Conservation, Department of Santa Monica Mtns. Conservancy Corrections, Department of State Lands Commission
Delta Protection Commission SWRCB: Clean Water Grants
Education, Department of SWRCB: Water Quality
Energy Commission SWRCB: Water Rights
Fish & Game Region # Tahoe Regional Planning Agency
Food & Agriculture, Department of Toxic Substances Control, Department of Forestry and Fire Protection, Department of Water Resources, Department of General Services, Department of
Health Services, Department of Other:

Housing & Community Development Other:

Native American Heritage Commission
Local Public Review Period (to be filled in by lead agency) Starting Date Ending Date
Lead Agency (Complete if applicable):

Consulting Firm: Applicant:

Address: Address:

City/State/Zip: City/State/Zip:

Contact: Phone:

Phone:

Signature of Lead Agency Representative: Date:

Authority cited: Section 21083, Public Resources Code. Reference: Section 21161, Public Resources Code.

Exhibit 1 - Final Environmental Impact Report
10 2
5 July 26, 2021 September 8, 2021
BaseCamp Environmental, Inc. Greenlaw Development, LLC
802 West Lodi Ave 18301 Von Carmen Ave, Suite 250
Lodi, Ca. 95240 Irvine, Ca. 92612
Charlie Simpson 949-309-1322
209-224-8213
1227





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1228

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Exhibit 1 - Final Environmental Impact Report
1229
Mariposa Industrial Park Public Review Draft EIR
Summary
Contact Information
SCH Number
2020120283
Lead Agency
City of Stockton
Document Title
Mariposa Industrial Park Public Review Draft EIR
Document Type
EIR - Draft EIR
Received
8/24/2021
Present Land Use
Existing use is vacant and agricultural; existing zoning is agricultural; existing GP is industrial Document Description
The project proposes annexation and industrial development of nine parcels totaling 206 acres adjacent to the City of Stockton. Conceptual development plans involve seven “high-cube” warehouses with a total floor area of 3.6 million square feet together with circulation, parking, utility infrastructure, and access from Mariposa Road
Name
Nicole Moore
Agency Name
City of Stockton, LEED-AP
Contact Types
Lead/Public Agency
Mariposa Industrial Park Public Review Draft EIR https://ceqanet.opr.ca.gov/2020120283/6 1 of 4 8/25/21, 9:46 AM
Exhibit 1 - Final Environmental Impact Report
1230
Location
Address
345 N. El Dorado Street
Stockton, CA 95202
Phone
(209) 937-8195
Email
[email protected]
Cities
Stockton
Counties
San Joaquin
Regions
Citywide
Cross Streets
Mariposa Road and Carpenter Road
Zip
95215
Total Acres
206
State Highways
99 Railways
BNSF
Airports
Stockton Metropolitan
Schools
SUSD
Waterways
N Littlejohns Creek
Township
1N
Mariposa Industrial Park Public Review Draft EIR https://ceqanet.opr.ca.gov/2020120283/6 2 of 4 8/25/21, 9:46 AM
Exhibit 1 - Final Environmental Impact Report
1231
Notice of Completion
Attachments
Range
7E
Section
59, 69
Base
MDBM
Review Period Start
8/24/2021
Review Period End
10/7/2021
Development Types
Industrial (Sq. Ft. 3600000, Acres 206, Employees 1)
Local Actions
Site Plan, Prezone, Land Division (Subdivision, etc.), Annexation Project Issues
Aesthetics, Agriculture and Forestry Resources, Air Quality, Biological Resources, Cultural Resources, Drainage/Absorption, Flood Plain/Flooding, Geology/Soils, Greenhouse Gas Emissions, Growth Inducement, Hazards & Hazardous Materials, Hydrology/Water Quality, Land Use/Planning, Noise, Population/Housing, Public Services, Recreation, Schools/Universities, Sewer Capacity, Solid Waste, Transportation, Tribal Cultural Resources, Utilities/Service Systems, Wetland/Riparian Reviewing Agencies
California Air Resources Board (ARB), California Department of Conservation (DOC), California Department of Fish and Wildlife, Bay Delta Region 3 (CDFW), California Department of Fish and Wildlife, Central Region 4 (CDFW), California Department of Fish and Wildlife, North Central Region 2 (CDFW), California Department of Parks and Recreation, California Department of Transportation, District 10 (DOT), California Department of Transportation, Division of Aeronautics (DOT), California Department of Transportation, Division of Transportation Planning (DOT), California Department of Water Resources (DWR), California Governor's Office of Emergency Services (OES), California Highway Patrol (CHP), California Native American Heritage Commission (NAHC), California Natural Resources Agency, California Public Utilities Commission (CPUC), California Regional Water Quality Control Board, Central Valley Fresno Region 5 (RWQCB), Central Valley Flood Protection Board, Department of Toxic Substances Control, Office of Historic Preservation, State Water Resources Control Board, Division of Drinking Water
Mariposa Industrial Park Public Review Draft EIR https://ceqanet.opr.ca.gov/2020120283/6 3 of 4 8/25/21, 9:46 AM
Exhibit 1 - Final Environmental Impact Report
1232
Disclaimer: The Governor’s Office of Planning and Research (OPR) accepts no responsibility for the content or accessibility of these documents. To obtain an attachment in a different format, please contact the lead agency at the contact information listed above. You may also contact the OPR via email at [email protected] or via phone at (916) 445-0613. For more information, please visit OPR’s Accessibility Site.

Draft Environmental Document [Draft IS, NOI_NOA_Public notices, OPR Summary Form, Appx,] 3029 Public Review Draft EIR 8-24-21
Summary_Form_for_Document_Submittal
PDF 92202 K
PDF 577 K
Notice of Completion [NOC] Transmittal form
Mariposa Industrial NOC for DPREIR PDF 235 K
Mariposa Industrial Park Public Review Draft EIR https://ceqanet.opr.ca.gov/2020120283/6 4 of 4 8/25/21, 9:46 AM
Exhibit 1 - Final Environmental Impact Report
1233
 
 
 




Exhibit 1 - Final Environmental Impact Report
1234

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Unrefrigerated Warehouse-No Rail 3,616.87 1000sqft 203.80 3,616,870.00 0

1.2 Other Project CharacteristicsUrbanizationClimate Zone Urban2
Wind Speed (m/s) Precipitation Freq (Days) 2.7 51

1.0 Project CharacteristicsUtility Company1.3 User Entered Comments & Non-Default Data Pacific Gas & Electric Company
2026 Operational Year
CO2 Intensity (lb/MWhr)
641.35 0.029 CH4 Intensity
(lb/MWhr)

0.006 N2O Intensity
(lb/MWhr)
Mariposa Industrial Park
San Joaquin County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 1 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1235
Project Characteristics -
Land Use - Actual parcel size.Construction Phase - Anticipated construction schedule.Grading - Actual acreage graded.Architectural Coating - Per SJVAPCD Rule 4601.

Vehicle Trips - Construction emission calculations only.Consumer Products - Construction emission calculations only.

Area Coating - Construction emissions only.

Landscape Equipment - Construction emissions only.Energy Use - Construction emissions only.Water And Wastewater - Construction emissions only.Solid Waste - Construction emissions only.Land Use Change - Table Name Column Name Default Value New Value
tblAreaCoating Area_EF_Nonresidential_Exterior 150 0tblAreaCoating Area_EF_Nonresidential_Interior 150 0tblAreaCoating Area_Nonresidential_Exterior 1808435 0tblAreaCoating Area_Nonresidential_Interior 5425305 0 tblAreaMitigation UseLowVOCPaintNonresidentialExteriorV alue
150 0
tblAreaMitigation UseLowVOCPaintNonresidentialInteriorV alue
150 0
tblConstructionPhase NumDays 330.00 30.00tblConstructionPhase NumDays 4,650.00 750.00tblConstructionPhase NumDays 300.00 10.00tblConstructionPhase NumDays 465.00 30.00tblConstructionPhase NumDays 330.00 45.00tblConstructionPhase NumDays 180.00 60.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 2 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1236

2.0 Emissions Summary
tblConsumerProducts ROG_EF 2.14E-05 0tblConsumerProducts ROG_EF_Degreaser 3.542E-07 0 tblEnergyUse LightingElect 2.33 0.00tblEnergyUse NT24E 1.77 0.00 tblEnergyUse T24E 0.50 0.00tblEnergyUse T24NG 6.11 0.00 tblGrading AcresOfGrading 75.00 183.00
tblGrading MaterialImported 0.00 148,427.00
tblLandUse LotAcreage 83.03 203.80
tblSolidWaste LandfillCaptureGasFlare 94.00 100.00tblSolidWaste LandfillNoGasCapture 6.00 0.00tblSolidWaste SolidWasteGenerationRate 3,399.86 0.00 tblVehicleTrips ST_TR 1.68 0.00
tblVehicleTrips SU_TR 1.68 0.00tblVehicleTrips WD_TR 1.68 0.00 tblWater AerobicPercent 87.46 0.00tblWater AnaDigestCombDigestGasPercent 100.00 0.00 tblWater AnaerobicandFacultativeLagoonsPercent 2.21 0.00 tblWater ElectricityIntensityFactorForWastewaterT
reatment
1,911.00 0.00
tblWater ElectricityIntensityFactorToDistribute 1,272.00 0.00 tblWater ElectricityIntensityFactorToSupply 2,117.00 0.00tblWater ElectricityIntensityFactorToTreat 111.00 0.00tblWater IndoorWaterUseRate 836,401,187.50 0.00 tblWater SepticTankPercent 10.33 100.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 3 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1237

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.6439 7.6416 4.5487 0.0239 1.6642 0.1352 1.7993 0.6109 0.1258 0.7366 0.0000 2,215.577 2 2,215.577
2 0.1721 0.0000 2,219.878
4 2023 1.0005 8.3436 7.6600 0.0382 2.0822 0.1069 2.1892 0.5654 0.1005 0.6659 0.0000 3,530.919 7 3,530.919
7 0.1795 0.0000 3,535.407
0 2024 0.9473 8.1890 7.3011 0.0377 2.0983 0.0961 2.1943 0.5697 0.0903 0.6600 0.0000 3,489.331 1 3,489.331
1 0.1765 0.0000 3,493.743
2 2025 8.8724 4.2647 3.9617 0.0197 1.1047 0.0533 1.1580 0.2997 0.0500 0.3497 0.0000 1,817.856 0 1,817.856
0 0.1029 0.0000 1,820.429
5 Maximum 8.8724 8.3436 7.6600 0.0382 2.0983 0.1352 2.1943 0.6109 0.1258 0.7366 0.0000 3,530.919 7 3,530.919
7 0.1795 0.0000 3,535.407
0 Unmitigated Construction
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 4 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1238

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.6439 7.6416 4.5487 0.0239 1.6642 0.1352 1.7993 0.6109 0.1258 0.7366 0.0000 2,215.576 8 2,215.576
8 0.1721 0.0000 2,219.878
0 2023 1.0005 8.3436 7.6600 0.0382 2.0822 0.1069 2.1892 0.5654 0.1005 0.6659 0.0000 3,530.919 3 3,530.919
3 0.1795 0.0000 3,535.406
7 2024 0.9473 8.1890 7.3011 0.0377 2.0983 0.0961 2.1943 0.5697 0.0903 0.6600 0.0000 3,489.330 7 3,489.330
7 0.1765 0.0000 3,493.742
8 2025 8.8724 4.2647 3.9617 0.0197 1.1047 0.0533 1.1580 0.2997 0.0500 0.3497 0.0000 1,817.855 7 1,817.855
7 0.1029 0.0000 1,820.429
2 Maximum 8.8724 8.3436 7.6600 0.0382 2.0983 0.1352 2.1943 0.6109 0.1258 0.7366 0.0000 3,530.919 3 3,530.919
3 0.1795 0.0000 3,535.406
7 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 4-4-2022 7-3-2022 1.1473 1.14732 7-4-2022 10-3-2022 4.2983 4.29833 10-4-2022 1-3-2023 2.8945 2.89454 1-4-2023 4-3-2023 2.3285 2.32855 4-4-2023 7-3-2023 2.3290 2.32906 7-4-2023 10-3-2023 2.3555 2.35557 10-4-2023 1-3-2024 2.3788 2.37888 1-4-2024 4-3-2024 2.2833 2.2833 CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 5 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1239

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Operational
9 4-4-2024 7-3-2024 2.2598 2.2598
10 7-4-2024 10-3-2024 2.2854 2.2854
11 10-4-2024 1-3-2025 2.3069 2.306912 1-4-2025 4-3-2025 2.1899 2.189913 4-4-2025 7-3-2025 2.1923 2.192314 7-4-2025 9-30-2025 5.2532 5.2532 Highest 5.2532 5.2532
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 6 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1240

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 7 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1241

2.3 Vegetation

3.0 Construction Detail
CO2e
Category MT
Vegetation Land
Change
-
1,140.800
0 Total -
1,140.800
0 VegetationConstruction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 4/4/2022 4/15/2022 5 102 Site Preparation Site Preparation 4/16/2022 7/8/2022 5 603 Grading Grading 7/9/2022 8/19/2022 5 304 Building Construction Building Construction 8/20/2022 7/4/2025 5 7505 Paving Paving 7/5/2025 9/5/2025 5 456 Architectural Coating Architectural Coating 9/6/2025 10/17/2025 5 30 Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 183
Acres of Paving: 0
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 8 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1242
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48
Demolition Excavators 3 8.00 158 0.38
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Grading Excavators 2 8.00 158 0.38
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Paving Pavers 2 8.00 130 0.42
Paving Rollers 2 8.00 80 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Grading Rubber Tired Dozers 1 8.00 247 0.40
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37Grading Graders 1 8.00 187 0.41 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Paving Paving Equipment 2 8.00 132 0.36
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Building Construction Welders 1 8.00 46 0.45
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 5,425,305; Non-Residential Outdoor: 1,808,435; Striped Parking Area: 0 ( Trips and VMT
Architectural Coating – sqft)
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 9 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1243

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 2.0000e003 0.0000 2.0000e- 003 3.0000e- 004 0.0000 3.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0132 0.1286 0.1030 1.9000e004 6.2100e- 003 6.2100e- 003 5.7800e- 003 5.7800e- 003 0.0000 16.9951 16.9951 4.7700e- 003 0.0000 17.1145 Total 0.0132 0.1286 0.1030 1.9000e004 2.0000e- 003 6.2100e- 003 8.2100e- 003 3.0000e- 004 5.7800e- 003 6.0800e- 003 0.0000 16.9951 16.9951 4.7700e- 003 0.0000 17.1145

3.1 Mitigation Measures ConstructionUnmitigated Construction On-Site Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 10.00 0.00 18.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTSite Preparation 5.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTGrading 10.00 0.00 18,553.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTBuilding Construction 1,519.00 593.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTPaving 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 304.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 10 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1244

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 6.0000e005 2.1100e- 003 3.5000e- 004 1.0000e- 005 1.5000e- 004 1.0000e- 005 1.6000e- 004 4.0000e- 005 1.0000e- 005 5.0000e- 005 0.0000 0.6674 0.6674 3.0000e- 005 0.0000 0.6681 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.7000e004 1.1000e- 004 1.1700e- 003 0.0000 4.0000e- 004 0.0000 4.0000e- 004 1.1000e- 004 0.0000 1.1000e- 004 0.0000 0.3278 0.3278 1.0000e- 005 0.0000 0.3280 Total 2.3000e004 2.2200e- 003 1.5200e- 003 1.0000e- 005 5.5000e- 004 1.0000e- 005 5.6000e- 004 1.5000e- 004 1.0000e- 005 1.6000e- 004 0.0000 0.9952 0.9952 4.0000e- 005 0.0000 0.9961 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 2.0000e003 0.0000 2.0000e- 003 3.0000e- 004 0.0000 3.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0132 0.1286 0.1030 1.9000e004 6.2100e- 003 6.2100e- 003 5.7800e- 003 5.7800e- 003 0.0000 16.9951 16.9951 4.7700e- 003 0.0000 17.1144 Total 0.0132 0.1286 0.1030 1.9000e004 2.0000e- 003 6.2100e- 003 8.2100e- 003 3.0000e- 004 5.7800e- 003 6.0800e- 003 0.0000 16.9951 16.9951 4.7700e- 003 0.0000 17.1144 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 11 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1245

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 6.0000e005 2.1100e- 003 3.5000e- 004 1.0000e- 005 1.5000e- 004 1.0000e- 005 1.6000e- 004 4.0000e- 005 1.0000e- 005 5.0000e- 005 0.0000 0.6674 0.6674 3.0000e- 005 0.0000 0.6681 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.7000e004 1.1000e- 004 1.1700e- 003 0.0000 4.0000e- 004 0.0000 4.0000e- 004 1.1000e- 004 0.0000 1.1000e- 004 0.0000 0.3278 0.3278 1.0000e- 005 0.0000 0.3280 Total 2.3000e004 2.2200e- 003 1.5200e- 003 1.0000e- 005 5.5000e- 004 1.0000e- 005 5.6000e- 004 1.5000e- 004 1.0000e- 005 1.6000e- 004 0.0000 0.9952 0.9952 4.0000e- 005 0.0000 0.9961 Mitigated Construction Off-Site3.3 Site Preparation - 2022 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.5420 0.0000 0.5420 0.2979 0.0000 0.2979 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0951 0.9925 0.5909 1.1400e003 0.0484 0.0484 0.0445 0.0445 0.0000 100.3182 100.3182 0.0324 0.0000 101.1293 Total 0.0951 0.9925 0.5909 1.1400e003 0.5420 0.0484 0.5904 0.2979 0.0445 0.3424 0.0000 100.3182 100.3182 0.0324 0.0000 101.1293 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 12 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1246

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.5420 0.0000 0.5420 0.2979 0.0000 0.2979 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0951 0.9925 0.5909 1.1400e003 0.0484 0.0484 0.0445 0.0445 0.0000 100.3181 100.3181 0.0324 0.0000 101.1292 Total 0.0951 0.9925 0.5909 1.1400e003 0.5420 0.0484 0.5904 0.2979 0.0445 0.3424 0.0000 100.3181 100.3181 0.0324 0.0000 101.1292 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 13 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1247

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Mitigated Construction Off-Site3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1983 0.0000 0.1983 0.0618 0.0000 0.0618 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0544 0.5827 0.4356 9.3000e004 0.0245 0.0245 0.0226 0.0226 0.0000 81.8019 81.8019 0.0265 0.0000 82.4633 Total 0.0544 0.5827 0.4356 9.3000e004 0.1983 0.0245 0.2228 0.0618 0.0226 0.0844 0.0000 81.8019 81.8019 0.0265 0.0000 82.4633 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 14 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1248

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0656 2.1701 0.3654 7.2200e003 0.1581 6.5400e- 003 0.1646 0.0435 6.2600e- 003 0.0497 0.0000 687.8673 687.8673 0.0287 0.0000 688.5841 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 0.0661 2.1705 0.3690 7.2300e003 0.1593 6.5500e- 003 0.1658 0.0438 6.2700e- 003 0.0501 0.0000 688.8507 688.8507 0.0287 0.0000 689.5681 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1983 0.0000 0.1983 0.0618 0.0000 0.0618 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0544 0.5827 0.4356 9.3000e004 0.0245 0.0245 0.0226 0.0226 0.0000 81.8018 81.8018 0.0265 0.0000 82.4632 Total 0.0544 0.5827 0.4356 9.3000e004 0.1983 0.0245 0.2228 0.0618 0.0226 0.0844 0.0000 81.8018 81.8018 0.0265 0.0000 82.4632 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 15 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1249

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0656 2.1701 0.3654 7.2200e003 0.1581 6.5400e- 003 0.1646 0.0435 6.2600e- 003 0.0497 0.0000 687.8673 687.8673 0.0287 0.0000 688.5841 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 0.0661 2.1705 0.3690 7.2300e003 0.1593 6.5500e- 003 0.1658 0.0438 6.2700e- 003 0.0501 0.0000 688.8507 688.8507 0.0287 0.0000 689.5681 Mitigated Construction Off-Site3.5 Building Construction - 2022 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0811 0.7417 0.7773 1.2800e003 0.0384 0.0384 0.0362 0.0362 0.0000 110.0695 110.0695 0.0264 0.0000 110.7287 Total 0.0811 0.7417 0.7773 1.2800e003 0.0384 0.0384 0.0362 0.0362 0.0000 110.0695 110.0695 0.0264 0.0000 110.7287 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 16 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1250

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0867 2.8584 0.5738 7.8200e003 0.1861 7.4300e- 003 0.1935 0.0538 7.1000e- 003 0.0609 0.0000 742.5400 742.5400 0.0420 0.0000 743.5910 Worker 0.2467 0.1647 1.6941 5.2300e003 0.5747 3.6500e- 003 0.5784 0.1528 3.3600e- 003 0.1562 0.0000 473.0233 473.0233 0.0112 0.0000 473.3035 Total 0.3334 3.0231 2.2679 0.0131 0.7608 0.0111 0.7719 0.2066 0.0105 0.2170 0.0000 1,215.563 3 1,215.563
3 0.0533 0.0000 1,216.894
5 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0811 0.7417 0.7773 1.2800e003 0.0384 0.0384 0.0362 0.0362 0.0000 110.0694 110.0694 0.0264 0.0000 110.7286 Total 0.0811 0.7417 0.7773 1.2800e003 0.0384 0.0384 0.0362 0.0362 0.0000 110.0694 110.0694 0.0264 0.0000 110.7286 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 17 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1251

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0867 2.8584 0.5738 7.8200e003 0.1861 7.4300e- 003 0.1935 0.0538 7.1000e- 003 0.0609 0.0000 742.5400 742.5400 0.0420 0.0000 743.5910 Worker 0.2467 0.1647 1.6941 5.2300e003 0.5747 3.6500e- 003 0.5784 0.1528 3.3600e- 003 0.1562 0.0000 473.0233 473.0233 0.0112 0.0000 473.3035 Total 0.3334 3.0231 2.2679 0.0131 0.7608 0.0111 0.7719 0.2066 0.0105 0.2170 0.0000 1,215.563 3 1,215.563
3 0.0533 0.0000 1,216.894
5 Mitigated Construction Off-Site3.5 Building Construction - 2023 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2045 1.8700 2.1117 3.5000e003 0.0910 0.0910 0.0856 0.0856 0.0000 301.3462 301.3462 0.0717 0.0000 303.1383 Total 0.2045 1.8700 2.1117 3.5000e003 0.0910 0.0910 0.0856 0.0856 0.0000 301.3462 301.3462 0.0717 0.0000 303.1383 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 18 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1252

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1684 6.0699 1.3227 0.0209 0.5093 6.2400e003 0.5156 0.1472 5.9700e- 003 0.1532 0.0000 1,983.162 7 1,983.162 7 0.0804 0.0000 1,985.173 4 Worker 0.6277 0.4037 4.2256 0.0138 1.5729 9.7100e003 1.5826 0.4182 8.9400e- 003 0.4271 0.0000 1,246.410 8 1,246.410 8 0.0274 0.0000 1,247.095 3 Total 0.7961 6.4736 5.5483 0.0347 2.0822 0.0160 2.0982 0.5654 0.0149 0.5803 0.0000 3,229.573 5 3,229.573
5 0.1078 0.0000 3,232.268
7 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2045 1.8700 2.1117 3.5000e003 0.0910 0.0910 0.0856 0.0856 0.0000 301.3458 301.3458 0.0717 0.0000 303.1380 Total 0.2045 1.8700 2.1117 3.5000e003 0.0910 0.0910 0.0856 0.0856 0.0000 301.3458 301.3458 0.0717 0.0000 303.1380 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 19 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1253

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1684 6.0699 1.3227 0.0209 0.5093 6.2400e003 0.5156 0.1472 5.9700e- 003 0.1532 0.0000 1,983.162 7 1,983.162 7 0.0804 0.0000 1,985.173 4 Worker 0.6277 0.4037 4.2256 0.0138 1.5729 9.7100e003 1.5826 0.4182 8.9400e- 003 0.4271 0.0000 1,246.410 8 1,246.410 8 0.0274 0.0000 1,247.095 3 Total 0.7961 6.4736 5.5483 0.0347 2.0822 0.0160 2.0982 0.5654 0.0149 0.5803 0.0000 3,229.573 5 3,229.573
5 0.1078 0.0000 3,232.268
7 Mitigated Construction Off-Site3.5 Building Construction - 2024 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1928 1.7611 2.1179 3.5300e003 0.0803 0.0803 0.0756 0.0756 0.0000 303.7223 303.7223 0.0718 0.0000 305.5179 Total 0.1928 1.7611 2.1179 3.5300e003 0.0803 0.0803 0.0756 0.0756 0.0000 303.7223 303.7223 0.0718 0.0000 305.5179 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 20 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1254

3.5 Building Construction - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1640 6.0625 1.2596 0.0209 0.5132 6.2000e003 0.5194 0.1483 5.9300e- 003 0.1543 0.0000 1,983.587 8 1,983.587 8 0.0800 0.0000 1,985.587 2 Worker 0.5906 0.3654 3.9236 0.0133 1.5850 9.5100e003 1.5945 0.4214 8.7500e- 003 0.4302 0.0000 1,202.021 0 1,202.021 0 0.0247 0.0000 1,202.638 1 Total 0.7545 6.4278 5.1832 0.0342 2.0983 0.0157 2.1140 0.5697 0.0147 0.5844 0.0000 3,185.608 8 3,185.608
8 0.1047 0.0000 3,188.225
3 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1928 1.7611 2.1179 3.5300e003 0.0803 0.0803 0.0756 0.0756 0.0000 303.7220 303.7220 0.0718 0.0000 305.5175 Total 0.1928 1.7611 2.1179 3.5300e003 0.0803 0.0803 0.0756 0.0756 0.0000 303.7220 303.7220 0.0718 0.0000 305.5175 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 21 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1255

3.5 Building Construction - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1640 6.0625 1.2596 0.0209 0.5132 6.2000e003 0.5194 0.1483 5.9300e- 003 0.1543 0.0000 1,983.587 8 1,983.587 8 0.0800 0.0000 1,985.587 2 Worker 0.5906 0.3654 3.9236 0.0133 1.5850 9.5100e003 1.5945 0.4214 8.7500e- 003 0.4302 0.0000 1,202.021 0 1,202.021 0 0.0247 0.0000 1,202.638 1 Total 0.7545 6.4278 5.1832 0.0342 2.0983 0.0157 2.1140 0.5697 0.0147 0.5844 0.0000 3,185.608 8 3,185.608
8 0.1047 0.0000 3,188.225
3 Mitigated Construction Off-Site3.5 Building Construction - 2025 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0909 0.8292 1.0696 1.7900e003 0.0351 0.0351 0.0330 0.0330 0.0000 154.2264 154.2264 0.0363 0.0000 155.1328 Total 0.0909 0.8292 1.0696 1.7900e003 0.0351 0.0351 0.0330 0.0330 0.0000 154.2264 154.2264 0.0363 0.0000 155.1328 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 22 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1256

3.5 Building Construction - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0809 3.0491 0.6105 0.0105 0.2605 3.1100e003 0.2636 0.0753 2.9700e- 003 0.0783 0.0000 999.9087 999.9087 0.0400 0.0000 1,000.909 5 Worker 0.2815 0.1679 1.8362 6.4800e003 0.8046 4.7300e- 003 0.8093 0.2139 4.3500e- 003 0.2183 0.0000 586.0425 586.0425 0.0113 0.0000 586.3256 Total 0.3623 3.2170 2.4467 0.0170 1.0652 7.8400e003 1.0730 0.2892 7.3200e- 003 0.2965 0.0000 1,585.951 2 1,585.951 2 0.0514 0.0000 1,587.235 1 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0909 0.8292 1.0696 1.7900e003 0.0351 0.0351 0.0330 0.0330 0.0000 154.2263 154.2263 0.0363 0.0000 155.1326 Total 0.0909 0.8292 1.0696 1.7900e003 0.0351 0.0351 0.0330 0.0330 0.0000 154.2263 154.2263 0.0363 0.0000 155.1326 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 23 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1257

3.5 Building Construction - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0809 3.0491 0.6105 0.0105 0.2605 3.1100e003 0.2636 0.0753 2.9700e- 003 0.0783 0.0000 999.9087 999.9087 0.0400 0.0000 1,000.909 5 Worker 0.2815 0.1679 1.8362 6.4800e003 0.8046 4.7300e- 003 0.8093 0.2139 4.3500e- 003 0.2183 0.0000 586.0425 586.0425 0.0113 0.0000 586.3256 Total 0.3623 3.2170 2.4467 0.0170 1.0652 7.8400e003 1.0730 0.2892 7.3200e- 003 0.2965 0.0000 1,585.951 2 1,585.951 2 0.0514 0.0000 1,587.235 1 Mitigated Construction Off-Site3.6 Paving - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0206 0.1931 0.3280 5.1000e004 9.4200e- 003 9.4200e- 003 8.6600e- 003 8.6600e- 003 0.0000 45.0433 45.0433 0.0146 0.0000 45.4075 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0206 0.1931 0.3280 5.1000e004 9.4200e- 003 9.4200e- 003 8.6600e- 003 8.6600e- 003 0.0000 45.0433 45.0433 0.0146 0.0000 45.4075 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 24 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1258

3.6 Paving - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.1300e003 6.7000e- 004 7.3600e- 003 3.0000e- 005 3.2300e- 003 2.0000e- 005 3.2400e- 003 8.6000e- 004 2.0000e- 005 8.8000e- 004 0.0000 2.3497 2.3497 5.0000e- 005 0.0000 2.3508 Total 1.1300e003 6.7000e- 004 7.3600e- 003 3.0000e- 005 3.2300e- 003 2.0000e- 005 3.2400e- 003 8.6000e- 004 2.0000e- 005 8.8000e- 004 0.0000 2.3497 2.3497 5.0000e- 005 0.0000 2.3508 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0206 0.1931 0.3280 5.1000e004 9.4200e- 003 9.4200e- 003 8.6600e- 003 8.6600e- 003 0.0000 45.0433 45.0433 0.0146 0.0000 45.4075 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0206 0.1931 0.3280 5.1000e004 9.4200e- 003 9.4200e- 003 8.6600e- 003 8.6600e- 003 0.0000 45.0433 45.0433 0.0146 0.0000 45.4075 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 25 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1259

3.6 Paving - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.1300e003 6.7000e- 004 7.3600e- 003 3.0000e- 005 3.2300e- 003 2.0000e- 005 3.2400e- 003 8.6000e- 004 2.0000e- 005 8.8000e- 004 0.0000 2.3497 2.3497 5.0000e- 005 0.0000 2.3508 Total 1.1300e003 6.7000e- 004 7.3600e- 003 3.0000e- 005 3.2300e- 003 2.0000e- 005 3.2400e- 003 8.6000e- 004 2.0000e- 005 8.8000e- 004 0.0000 2.3497 2.3497 5.0000e- 005 0.0000 2.3508 Mitigated Construction Off-Site3.7 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 8.3821 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 2.5600e003 0.0172 0.0271 4.0000e- 005 7.7000e- 004 7.7000e- 004 7.7000e- 004 7.7000e- 004 0.0000 3.8299 3.8299 2.1000e- 004 0.0000 3.8351 Total 8.3847 0.0172 0.0271 4.0000e005 7.7000e- 004 7.7000e- 004 7.7000e- 004 7.7000e- 004 0.0000 3.8299 3.8299 2.1000e- 004 0.0000 3.8351 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 26 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1260

3.7 Architectural Coating - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0127 7.5800e003 0.0829 2.9000e- 004 0.0363 2.1000e- 004 0.0365 9.6600e- 003 2.0000e- 004 9.8500e- 003 0.0000 26.4554 26.4554 5.1000e- 004 0.0000 26.4682 Total 0.0127 7.5800e003 0.0829 2.9000e- 004 0.0363 2.1000e- 004 0.0365 9.6600e- 003 2.0000e- 004 9.8500e- 003 0.0000 26.4554 26.4554 5.1000e- 004 0.0000 26.4682 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 8.3821 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 2.5600e003 0.0172 0.0271 4.0000e- 005 7.7000e- 004 7.7000e- 004 7.7000e- 004 7.7000e- 004 0.0000 3.8299 3.8299 2.1000e- 004 0.0000 3.8351 Total 8.3847 0.0172 0.0271 4.0000e005 7.7000e- 004 7.7000e- 004 7.7000e- 004 7.7000e- 004 0.0000 3.8299 3.8299 2.1000e- 004 0.0000 3.8351 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 27 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1261

3.7 Architectural Coating - 2025

4.0 Operational Detail - Mobile4.1 Mitigation Measures Mobile ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0127 7.5800e003 0.0829 2.9000e- 004 0.0363 2.1000e- 004 0.0365 9.6600e- 003 2.0000e- 004 9.8500e- 003 0.0000 26.4554 26.4554 5.1000e- 004 0.0000 26.4682 Total 0.0127 7.5800e003 0.0829 2.9000e- 004 0.0363 2.1000e- 004 0.0365 9.6600e- 003 2.0000e- 004 9.8500e- 003 0.0000 26.4554 26.4554 5.1000e- 004 0.0000 26.4682 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 28 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1262
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4.2 Trip Summary Information4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Unrefrigerated Warehouse-No Rail 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Unrefrigerated Warehouse-No
R il

9.50 7.30 7.30 59.00 0.00 41.00 92 5 3

4.4 Fleet Mix5.0 Energy Detail
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Unrefrigerated Warehouse-No
Rail

0.572580 0.033245 0.188169 0.107110 0.013644 0.004172 0.015876 0.056665 0.001183 0.001302 0.004809 0.000595 0.000651 CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 29 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1263
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGasUnmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Historical Energy Use: N

5.1 Mitigation Measures Energy
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 30 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1264

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 31 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1265

5.3 Energy by Land Use - Electricity

6.0 Area Detail6.1 Mitigation Measures Area
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 32 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1266
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 33 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1267

7.1 Mitigation Measures Water
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000

6.2 Area by SubCategory

7.0 Water Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 34 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1268

7.2 Water by Land Use

8.1 Mitigation Measures Waste
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Unrefrigerated
Warehouse-No
Rail
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Unrefrigerated
Warehouse-No
Rail
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated

8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 35 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1269
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
Category/Year8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 36 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1270

8.2 Waste by Land Use

11.0 Vegetation
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated

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

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 37 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1271
Total CO2 CH4 N2O CO2e
Category MT
Unmitigated -
1,140.800
0 0.0000 0.0000 -
1,140.800
0 11.1 Vegetation Land Change
Initial/Fina
l
Total CO2 CH4 N2O CO2e
Acres MT
Cropland 184 / 0 -
1,140.800
0 0.0000 0.0000 -
1,140.800
0 Total -
1,140.800
0 0.0000 0.0000 -
1,140.800
0 Vegetation Type
CalEEMod Version: CalEEMod.2016.3.2 Date: 10/20/2021 7:49 PM Page 38 of 38 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1272

1.1 Land Usage
Mobile Commute Mitigation - Entered by CalEEMod.

Land Uses Size Metric Lot Acreage Floor Surface Area Population Unrefrigerated Warehouse-No Rail 3,616.87 1000sqft 83.03 3,616,870.00 0

1.2 Other Project CharacteristicsUrbanizationClimate Zone Urban2
Wind Speed (m/s) Precipitation Freq (Days) 2.7 51

1.0 Project CharacteristicsUtility Company1.3 User Entered Comments & Non-Default Data Pacific Gas & Electric Company
2026 Operational Year
CO2 Intensity (lb/MWhr)
641.35 0.029 CH4 Intensity
(lb/MWhr)

0.006 N2O Intensity
(lb/MWhr)
Table Name Column Name Default Value New Value
tblAreaMitigation UseLowVOCPaintNonresidentialExteriorV alue
150 0
tblAreaMitigation UseLowVOCPaintNonresidentialInteriorV alue
150 0
tblAreaMitigation UseLowVOCPaintResidentialExteriorValu e
150 0
tblAreaMitigation UseLowVOCPaintResidentialInteriorValu e
150 0
tblConstructionPhase NumDays 110.00 30.00tblConstructionPhase NumDays 1,550.00 750.00 Mariposa Industrial Park
San Joaquin County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 1 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1273

2.0 Emissions Summary
tblConstructionPhase NumDays 100.00 10.00
tblConstructionPhase NumDays 155.00 30.00
tblConstructionPhase NumDays 110.00 45.00
tblOffRoadEquipment HorsePower 231.00 226.00
tblOffRoadEquipment HorsePower 187.00 174.00
tblOffRoadEquipment HorsePower 130.00 125.00
tblOffRoadEquipment HorsePower 247.00 255.00
tblOffRoadEquipment HorsePower 247.00 255.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 2.00tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 1.00tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 1.00tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 1.00tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 2.00tblOffRoadEquipment OffRoadEquipmentUnitAmount 4.00 1.00tblOffRoadEquipment UsageHours 7.00 4.00 tblOffRoadEquipment UsageHours 8.00 6.00
tblOffRoadEquipment UsageHours 8.00 7.00
tblOffRoadEquipment UsageHours 8.00 7.00
tblOffRoadEquipment UsageHours 8.00 1.00
tblOffRoadEquipment UsageHours 8.00 1.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblOffRoadEquipment UsageHours 8.00 6.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 2 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1274

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.4413 4.0425 3.2462 0.0156 0.9984 0.0498 1.0482 0.2459 0.0463 0.2922 0.0000 1,443.594 5 1,443.594
5 0.0876 0.0000 1,445.785
5 2023 0.8778 7.3026 6.4684 0.0361 2.0822 0.0574 2.1396 0.5654 0.0530 0.6184 0.0000 3,359.131 2 3,359.131
2 0.1497 0.0000 3,362.874
0 2024 5.3181 7.2769 6.2491 0.0360 2.1192 0.0557 2.1750 0.5753 0.0516 0.6269 0.0000 3,344.324 9 3,344.324
9 0.1503 0.0000 3,348.082
5 2025 4.2945 3.3780 2.8286 0.0167 1.0037 0.0250 1.0286 0.2724 0.0231 0.2955 0.0000 1,554.036 6 1,554.036
6 0.0708 0.0000 1,555.806
3 Maximum 5.3181 7.3026 6.4684 0.0361 2.1192 0.0574 2.1750 0.5753 0.0530 0.6269 0.0000 3,359.131 2 3,359.131
2 0.1503 0.0000 3,362.874
0 Unmitigated Construction
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 3 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1275

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.4413 4.0425 3.2462 0.0156 0.9133 0.0498 0.9631 0.2366 0.0463 0.2829 0.0000 1,443.594 4 1,443.594
4 0.0876 0.0000 1,445.785
4 2023 0.8778 7.3026 6.4684 0.0361 2.0822 0.0574 2.1396 0.5654 0.0530 0.6184 0.0000 3,359.131 1 3,359.131
1 0.1497 0.0000 3,362.873
8 2024 5.3181 7.2648 6.2491 0.0360 2.1192 0.0557 2.1750 0.5753 0.0516 0.6269 0.0000 3,344.324 7 3,344.324
7 0.1503 0.0000 3,348.082
3 2025 4.2945 3.3653 2.8286 0.0167 1.0037 0.0250 1.0286 0.2724 0.0231 0.2955 0.0000 1,554.036 5 1,554.036
5 0.0708 0.0000 1,555.806
2 Maximum 5.3181 7.3026 6.4684 0.0361 2.1192 0.0574 2.1750 0.5753 0.0530 0.6269 0.0000 3,359.131 1 3,359.131
1 0.1503 0.0000 3,362.873
8 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.11 0.00 0.00 1.37 0.00 1.33 0.56 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 4-4-2022 7-3-2022 0.2767 0.27672 7-4-2022 10-3-2022 1.7256 1.72563 10-4-2022 1-3-2023 2.5779 2.57794 1-4-2023 4-3-2023 2.0408 2.04085 4-4-2023 7-3-2023 2.0381 2.03816 7-4-2023 10-3-2023 2.0613 2.06137 10-4-2023 1-3-2024 2.0853 2.08538 1-4-2024 4-3-2024 2.0107 2.0107 CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 4 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1276

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.7919 3.0000e004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688 Energy 0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 6,019.360 0 6,019.360 0 0.2415 0.0669 6,045.332 8 Mobile 3.0410 23.4291 36.7661 0.2305 16.1178 0.2163 16.3341 4.3503 0.2051 4.5554 0.0000 21,470.64 20 21,470.64
20 0.7284 0.0000 21,488.85
09 Waste 0.0000 0.0000 0.0000 0.0000 690.1409 0.0000 690.1409 40.7862 0.0000 1,709.794 8 Water 0.0000 0.0000 0.0000 0.0000 265.3515 1,316.597
5 1,581.949
0 27.3137 0.6559 2,460.233
2 Total 8.9520 24.5127 37.7092 0.2370 16.1178 0.2988 16.4166 4.3503 0.2875 4.6378 955.4924 28,806.66 41 29,762.15
65 69.0698 0.7228 31,704.28
04 Unmitigated Operational
9 4-4-2024 7-3-2024 1.9872 1.9872
10 7-4-2024 10-3-2024 2.0098 2.0098
11 10-4-2024 1-3-2025 7.1163 7.103312 1-4-2025 4-3-2025 5.4026 5.391613 4-4-2025 7-3-2025 1.6607 1.6607 Highest 7.1163 7.1033
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 5 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1277

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.7919 3.0000e004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688 Energy 0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 6,019.360 0 6,019.360 0 0.2415 0.0669 6,045.332 8 Mobile 2.8449 20.9490 32.7617 0.2029 13.9462 0.1882 14.1344 3.7642 0.1784 3.9425 0.0000 18,897.04 61 18,897.04
61 0.6814 0.0000 18,914.08
19 Waste 0.0000 0.0000 0.0000 0.0000 172.5352 0.0000 172.5352 10.1965 0.0000 427.4487 Water 0.0000 0.0000 0.0000 0.0000 212.2812 1,053.278
0 1,265.559
2 21.8509 0.5247 1,968.186
5 Total 8.7559 22.0326 33.7048 0.2094 13.9462 0.2706 14.2168 3.7642 0.2608 4.0250 384.8164 25,969.74 87 26,354.56
51 32.9705 0.5916 27,355.11
88 Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

2.19 10.12 10.62 11.68 13.47 9.43 13.40 13.47 9.29 13.21 59.73 9.85 11.45 52.26 18.15 13.72 CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 6 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1278

2.3 Vegetation

3.0 Construction Detail
CO2e
Category MT
Vegetation Land
Change
-961.0000
Total -961.0000
VegetationConstruction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 4/4/2022 4/15/2022 5 102 Site Preparation Site Preparation 4/4/2022 6/24/2022 5 603 Grading Grading 6/25/2022 8/5/2022 5 304 Building Construction Building Construction 8/6/2022 6/20/2025 5 7505 Paving Paving 12/2/2024 1/31/2025 5 456 Architectural Coating Architectural Coating 12/10/2024 1/20/2025 5 30 Acres of Grading (Site Preparation Phase): 203
Acres of Grading (Grading Phase): 85
Acres of Paving: 0
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 7 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1279
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Cement and Mortar Mixers 4 6.00 9 0.56
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Grading Concrete/Industrial Saws 1 8.00 81 0.73
Building Construction Cranes 1 4.00 226 0.29
Building Construction Forklifts 2 6.00 89 0.20
Site Preparation Graders 1 8.00 174 0.41
Paving Pavers 1 7.00 125 0.42
Paving Rollers 1 7.00 80 0.38
Demolition Rubber Tired Dozers 1 1.00 255 0.40
Grading Rubber Tired Dozers 1 1.00 255 0.40
Building Construction Tractors/Loaders/Backhoes 2 8.00 97 0.37Demolition Tractors/Loaders/Backhoes 2 6.00 97 0.37 Grading Tractors/Loaders/Backhoes 2 6.00 97 0.37
Paving Tractors/Loaders/Backhoes 1 7.00 97 0.37
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 5,425,305; Non-Residential Outdoor: 1,808,435; Striped Parking Area: 0 ( Trips and VMT
Architectural Coating – sqft)
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 8 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1280

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 2.0000e003 0.0000 2.0000e- 003 3.0000e- 004 0.0000 3.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.5600e003 0.0320 0.0395 6.0000e- 005 1.6700e- 003 1.6700e- 003 1.6000e- 003 1.6000e- 003 0.0000 5.2268 5.2268 9.7000e- 004 0.0000 5.2510 Total 3.5600e003 0.0320 0.0395 6.0000e- 005 2.0000e- 003 1.6700e- 003 3.6700e- 003 3.0000e- 004 1.6000e- 003 1.9000e- 003 0.0000 5.2268 5.2268 9.7000e- 004 0.0000 5.2510

3.1 Mitigation Measures ConstructionUse Alternative Fuel for Construction EquipmentWater Exposed AreaReduce Vehicle Speed on Unpaved RoadsUnmitigated Construction On-Site Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Architectural Coating 1 304.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 5 1,519.00 593.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTDemolition 4 10.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTGrading 4 10.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTPaving 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDTSite Preparation 2 5.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 9 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1281

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.7000e004 1.1000e- 004 1.1700e- 003 0.0000 4.0000e- 004 0.0000 4.0000e- 004 1.1000e- 004 0.0000 1.1000e- 004 0.0000 0.3278 0.3278 1.0000e- 005 0.0000 0.3280 Total 1.7000e004 1.1000e- 004 1.1700e- 003 0.0000 4.0000e- 004 0.0000 4.0000e- 004 1.1000e- 004 0.0000 1.1000e- 004 0.0000 0.3278 0.3278 1.0000e- 005 0.0000 0.3280 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 9.0000e004 0.0000 9.0000e- 004 1.4000e- 004 0.0000 1.4000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.5600e003 0.0320 0.0395 6.0000e- 005 1.6700e- 003 1.6700e- 003 1.6000e- 003 1.6000e- 003 0.0000 5.2268 5.2268 9.7000e- 004 0.0000 5.2510 Total 3.5600e003 0.0320 0.0395 6.0000e- 005 9.0000e- 004 1.6700e- 003 2.5700e- 003 1.4000e- 004 1.6000e- 003 1.7400e- 003 0.0000 5.2268 5.2268 9.7000e- 004 0.0000 5.2510 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 10 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1282

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.7000e004 1.1000e- 004 1.1700e- 003 0.0000 4.0000e- 004 0.0000 4.0000e- 004 1.1000e- 004 0.0000 1.1000e- 004 0.0000 0.3278 0.3278 1.0000e- 005 0.0000 0.3280 Total 1.7000e004 1.1000e- 004 1.1700e- 003 0.0000 4.0000e- 004 0.0000 4.0000e- 004 1.1000e- 004 0.0000 1.1000e- 004 0.0000 0.3278 0.3278 1.0000e- 005 0.0000 0.3280 Mitigated Construction Off-Site3.3 Site Preparation - 2022 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1076 0.0000 0.1076 0.0116 0.0000 0.0116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0216 0.2060 0.1990 2.8000e004 0.0114 0.0114 0.0105 0.0105 0.0000 24.5860 24.5860 7.9500e- 003 0.0000 24.7848 Total 0.0216 0.2060 0.1990 2.8000e004 0.1076 0.0114 0.1190 0.0116 0.0105 0.0221 0.0000 24.5860 24.5860 7.9500e- 003 0.0000 24.7848 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 11 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1283

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0484 0.0000 0.0484 5.2300e003 0.0000 5.2300e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0216 0.2060 0.1990 2.8000e004 0.0114 0.0114 0.0105 0.0105 0.0000 24.5860 24.5860 7.9500e- 003 0.0000 24.7848 Total 0.0216 0.2060 0.1990 2.8000e004 0.0484 0.0114 0.0598 5.2300e- 003 0.0105 0.0157 0.0000 24.5860 24.5860 7.9500e- 003 0.0000 24.7848 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 12 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1284

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Mitigated Construction Off-Site3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0451 0.0000 0.0451 4.8700e003 0.0000 4.8700e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0107 0.0959 0.1185 1.8000e004 5.0200e- 003 5.0200e- 003 4.8000e- 003 4.8000e- 003 0.0000 15.6803 15.6803 2.9000e- 003 0.0000 15.7529 Total 0.0107 0.0959 0.1185 1.8000e004 0.0451 5.0200e- 003 0.0501 4.8700e- 003 4.8000e- 003 9.6700e- 003 0.0000 15.6803 15.6803 2.9000e- 003 0.0000 15.7529 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 13 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1285

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0203 0.0000 0.0203 2.1900e003 0.0000 2.1900e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0107 0.0959 0.1185 1.8000e004 5.0200e- 003 5.0200e- 003 4.8000e- 003 4.8000e- 003 0.0000 15.6803 15.6803 2.9000e- 003 0.0000 15.7529 Total 0.0107 0.0959 0.1185 1.8000e004 0.0203 5.0200e- 003 0.0253 2.1900e- 003 4.8000e- 003 6.9900e- 003 0.0000 15.6803 15.6803 2.9000e- 003 0.0000 15.7529 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 14 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1286

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Total 5.1000e004 3.4000e- 004 3.5200e- 003 1.0000e- 005 1.1900e- 003 1.0000e- 005 1.2000e- 003 3.2000e- 004 1.0000e- 005 3.2000e- 004 0.0000 0.9834 0.9834 2.0000e- 005 0.0000 0.9840 Mitigated Construction Off-Site3.5 Building Construction - 2022 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0358 0.3665 0.3744 6.0000e004 0.0194 0.0194 0.0179 0.0179 0.0000 52.2895 52.2895 0.0169 0.0000 52.7123 Total 0.0358 0.3665 0.3744 6.0000e004 0.0194 0.0194 0.0179 0.0179 0.0000 52.2895 52.2895 0.0169 0.0000 52.7123 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 15 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1287

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0958 3.1593 0.6342 8.6400e003 0.2057 8.2100e- 003 0.2139 0.0594 7.8500e- 003 0.0673 0.0000 820.7021 820.7021 0.0465 0.0000 821.8638 Worker 0.2726 0.1820 1.8724 5.7800e003 0.6352 4.0400e- 003 0.6393 0.1689 3.7200e- 003 0.1726 0.0000 522.8153 522.8153 0.0124 0.0000 523.1249 Total 0.3685 3.3413 2.5067 0.0144 0.8409 0.0123 0.8532 0.2283 0.0116 0.2399 0.0000 1,343.517 3 1,343.517
3 0.0589 0.0000 1,344.988
6 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0358 0.3665 0.3744 6.0000e004 0.0194 0.0194 0.0179 0.0179 0.0000 52.2894 52.2894 0.0169 0.0000 52.7122 Total 0.0358 0.3665 0.3744 6.0000e004 0.0194 0.0194 0.0179 0.0179 0.0000 52.2894 52.2894 0.0169 0.0000 52.7122 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 16 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1288

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0958 3.1593 0.6342 8.6400e003 0.2057 8.2100e- 003 0.2139 0.0594 7.8500e- 003 0.0673 0.0000 820.7021 820.7021 0.0465 0.0000 821.8638 Worker 0.2726 0.1820 1.8724 5.7800e003 0.6352 4.0400e- 003 0.6393 0.1689 3.7200e- 003 0.1726 0.0000 522.8153 522.8153 0.0124 0.0000 523.1249 Total 0.3685 3.3413 2.5067 0.0144 0.8409 0.0123 0.8532 0.2283 0.0116 0.2399 0.0000 1,343.517 3 1,343.517
3 0.0589 0.0000 1,344.988
6 Mitigated Construction Off-Site3.5 Building Construction - 2023 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0817 0.8291 0.9200 1.4700e003 0.0414 0.0414 0.0381 0.0381 0.0000 129.5577 129.5577 0.0419 0.0000 130.6053 Total 0.0817 0.8291 0.9200 1.4700e003 0.0414 0.0414 0.0381 0.0381 0.0000 129.5577 129.5577 0.0419 0.0000 130.6053 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 17 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1289

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1684 6.0699 1.3227 0.0209 0.5093 6.2400e003 0.5156 0.1472 5.9700e- 003 0.1532 0.0000 1,983.162 7 1,983.162 7 0.0804 0.0000 1,985.173 4 Worker 0.6277 0.4037 4.2256 0.0138 1.5729 9.7100e003 1.5826 0.4182 8.9400e- 003 0.4271 0.0000 1,246.410 8 1,246.410 8 0.0274 0.0000 1,247.095 3 Total 0.7961 6.4736 5.5483 0.0347 2.0822 0.0160 2.0982 0.5654 0.0149 0.5803 0.0000 3,229.573 5 3,229.573
5 0.1078 0.0000 3,232.268
7 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0817 0.8291 0.9200 1.4700e003 0.0414 0.0414 0.0381 0.0381 0.0000 129.5576 129.5576 0.0419 0.0000 130.6051 Total 0.0817 0.8291 0.9200 1.4700e003 0.0414 0.0414 0.0381 0.0381 0.0000 129.5576 129.5576 0.0419 0.0000 130.6051 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 18 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1290

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1684 6.0699 1.3227 0.0209 0.5093 6.2400e003 0.5156 0.1472 5.9700e- 003 0.1532 0.0000 1,983.162 7 1,983.162 7 0.0804 0.0000 1,985.173 4 Worker 0.6277 0.4037 4.2256 0.0138 1.5729 9.7100e003 1.5826 0.4182 8.9400e- 003 0.4271 0.0000 1,246.410 8 1,246.410 8 0.0274 0.0000 1,247.095 3 Total 0.7961 6.4736 5.5483 0.0347 2.0822 0.0160 2.0982 0.5654 0.0149 0.5803 0.0000 3,229.573 5 3,229.573
5 0.1078 0.0000 3,232.268
7 Mitigated Construction Off-Site3.5 Building Construction - 2024 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0775 0.7776 0.9233 1.4900e003 0.0368 0.0368 0.0338 0.0338 0.0000 130.5988 130.5988 0.0422 0.0000 131.6548 Total 0.0775 0.7776 0.9233 1.4900e003 0.0368 0.0368 0.0338 0.0338 0.0000 130.5988 130.5988 0.0422 0.0000 131.6548 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 19 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1291

3.5 Building Construction - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1640 6.0625 1.2596 0.0209 0.5132 6.2000e003 0.5194 0.1483 5.9300e- 003 0.1543 0.0000 1,983.587 8 1,983.587 8 0.0800 0.0000 1,985.587 2 Worker 0.5906 0.3654 3.9236 0.0133 1.5850 9.5100e003 1.5945 0.4214 8.7500e- 003 0.4302 0.0000 1,202.021 0 1,202.021 0 0.0247 0.0000 1,202.638 1 Total 0.7545 6.4278 5.1832 0.0342 2.0983 0.0157 2.1140 0.5697 0.0147 0.5844 0.0000 3,185.608 8 3,185.608
8 0.1047 0.0000 3,188.225
3 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0775 0.7776 0.9233 1.4900e003 0.0368 0.0368 0.0338 0.0338 0.0000 130.5987 130.5987 0.0422 0.0000 131.6546 Total 0.0775 0.7776 0.9233 1.4900e003 0.0368 0.0368 0.0338 0.0338 0.0000 130.5987 130.5987 0.0422 0.0000 131.6546 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 20 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1292

3.5 Building Construction - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1640 6.0625 1.2596 0.0209 0.5132 6.2000e003 0.5194 0.1483 5.9300e- 003 0.1543 0.0000 1,983.587 8 1,983.587 8 0.0800 0.0000 1,985.587 2 Worker 0.5906 0.3654 3.9236 0.0133 1.5850 9.5100e003 1.5945 0.4214 8.7500e- 003 0.4302 0.0000 1,202.021 0 1,202.021 0 0.0247 0.0000 1,202.638 1 Total 0.7545 6.4278 5.1832 0.0342 2.0983 0.0157 2.1140 0.5697 0.0147 0.5844 0.0000 3,185.608 8 3,185.608
8 0.1047 0.0000 3,188.225
3 Mitigated Construction Off-Site3.5 Building Construction - 2025 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0337 0.3350 0.4311 7.0000e004 0.0148 0.0148 0.0136 0.0136 0.0000 61.3444 61.3444 0.0198 0.0000 61.8405 Total 0.0337 0.3350 0.4311 7.0000e004 0.0148 0.0148 0.0136 0.0136 0.0000 61.3444 61.3444 0.0198 0.0000 61.8405 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 21 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1293

3.5 Building Construction - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0748 2.8198 0.5646 9.7300e003 0.2410 2.8700e- 003 0.2438 0.0696 2.7500e- 003 0.0724 0.0000 924.7276 924.7276 0.0370 0.0000 925.6532 Worker 0.2603 0.1553 1.6981 5.9900e003 0.7441 4.3700e- 003 0.7485 0.1978 4.0200e- 003 0.2019 0.0000 541.9792 541.9792 0.0105 0.0000 542.2409 Total 0.3351 2.9751 2.2627 0.0157 0.9851 7.2400e003 0.9923 0.2675 6.7700e- 003 0.2742 0.0000 1,466.706 8 1,466.706 8 0.0475 0.0000 1,467.894 1 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0337 0.3350 0.4311 7.0000e004 0.0148 0.0148 0.0136 0.0136 0.0000 61.3444 61.3444 0.0198 0.0000 61.8404 Total 0.0337 0.3350 0.4311 7.0000e004 0.0148 0.0148 0.0136 0.0136 0.0000 61.3444 61.3444 0.0198 0.0000 61.8404 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 22 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1294

3.5 Building Construction - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0748 2.8198 0.5646 9.7300e003 0.2410 2.8700e- 003 0.2438 0.0696 2.7500e- 003 0.0724 0.0000 924.7276 924.7276 0.0370 0.0000 925.6532 Worker 0.2603 0.1553 1.6981 5.9900e003 0.7441 4.3700e- 003 0.7485 0.1978 4.0200e- 003 0.2019 0.0000 541.9792 541.9792 0.0105 0.0000 542.2409 Total 0.3351 2.9751 2.2627 0.0157 0.9851 7.2400e003 0.9923 0.2675 6.7700e- 003 0.2742 0.0000 1,466.706 8 1,466.706 8 0.0475 0.0000 1,467.894 1 Mitigated Construction Off-Site3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.4300e003 0.0569 0.0763 1.2000e- 004 2.6400e- 003 2.6400e- 003 2.4700e- 003 2.4700e- 003 0.0000 10.1878 10.1878 2.9600e- 003 0.0000 10.2619 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.4300e003 0.0569 0.0763 1.2000e- 004 2.6400e- 003 2.6400e- 003 2.4700e- 003 2.4700e- 003 0.0000 10.1878 10.1878 2.9600e- 003 0.0000 10.2619 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 23 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1295

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9000e004 3.6000e- 004 3.9000e- 003 1.0000e- 005 1.5800e- 003 1.0000e- 005 1.5900e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 0.0000 1.1961 1.1961 2.0000e- 005 0.0000 1.1967 Total 5.9000e004 3.6000e- 004 3.9000e- 003 1.0000e- 005 1.5800e- 003 1.0000e- 005 1.5900e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 0.0000 1.1961 1.1961 2.0000e- 005 0.0000 1.1967 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.4300e003 0.0447 0.0763 1.2000e- 004 2.6400e- 003 2.6400e- 003 2.4700e- 003 2.4700e- 003 0.0000 10.1878 10.1878 2.9600e- 003 0.0000 10.2619 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.4300e003 0.0447 0.0763 1.2000e- 004 2.6400e- 003 2.6400e- 003 2.4700e- 003 2.4700e- 003 0.0000 10.1878 10.1878 2.9600e- 003 0.0000 10.2619 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 24 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1296

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9000e004 3.6000e- 004 3.9000e- 003 1.0000e- 005 1.5800e- 003 1.0000e- 005 1.5900e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 0.0000 1.1961 1.1961 2.0000e- 005 0.0000 1.1967 Total 5.9000e004 3.6000e- 004 3.9000e- 003 1.0000e- 005 1.5800e- 003 1.0000e- 005 1.5900e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 0.0000 1.1961 1.1961 2.0000e- 005 0.0000 1.1967 Mitigated Construction Off-Site3.6 Paving - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.4200e003 0.0560 0.0797 1.3000e- 004 2.4900e- 003 2.4900e- 003 2.3300e- 003 2.3300e- 003 0.0000 10.6513 10.6513 3.1000e- 003 0.0000 10.7287 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.4200e003 0.0560 0.0797 1.3000e- 004 2.4900e- 003 2.4900e- 003 2.3300e- 003 2.3300e- 003 0.0000 10.6513 10.6513 3.1000e- 003 0.0000 10.7287 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 25 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1297

3.6 Paving - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.8000e004 3.4000e- 004 3.7600e- 003 1.0000e- 005 1.6500e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.2009 1.2009 2.0000e- 005 0.0000 1.2015 Total 5.8000e004 3.4000e- 004 3.7600e- 003 1.0000e- 005 1.6500e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.2009 1.2009 2.0000e- 005 0.0000 1.2015 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.4200e003 0.0433 0.0797 1.3000e- 004 2.4900e- 003 2.4900e- 003 2.3300e- 003 2.3300e- 003 0.0000 10.6513 10.6513 3.1000e- 003 0.0000 10.7287 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.4200e003 0.0433 0.0797 1.3000e- 004 2.4900e- 003 2.4900e- 003 2.3300e- 003 2.3300e- 003 0.0000 10.6513 10.6513 3.1000e- 003 0.0000 10.7287 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 26 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1298

3.6 Paving - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.8000e004 3.4000e- 004 3.7600e- 003 1.0000e- 005 1.6500e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.2009 1.2009 2.0000e- 005 0.0000 1.2015 Total 5.8000e004 3.4000e- 004 3.7600e- 003 1.0000e- 005 1.6500e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.2009 1.2009 2.0000e- 005 0.0000 1.2015 Mitigated Construction Off-Site3.7 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.4705 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1.4500e003 9.7500e- 003 0.0145 2.0000e- 005 4.9000e- 004 4.9000e- 004 4.9000e- 004 4.9000e- 004 0.0000 2.0426 2.0426 1.2000e- 004 0.0000 2.0455 Total 4.4719 9.7500e003 0.0145 2.0000e- 005 4.9000e- 004 4.9000e- 004 4.9000e- 004 4.9000e- 004 0.0000 2.0426 2.0426 1.2000e- 004 0.0000 2.0455 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 27 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1299

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2200e003 4.4700e- 003 0.0480 1.6000e- 004 0.0194 1.2000e- 004 0.0195 5.1500e- 003 1.1000e- 004 5.2600e- 003 0.0000 14.6908 14.6908 3.0000e- 004 0.0000 14.6984 Total 7.2200e003 4.4700e- 003 0.0480 1.6000e- 004 0.0194 1.2000e- 004 0.0195 5.1500e- 003 1.1000e- 004 5.2600e- 003 0.0000 14.6908 14.6908 3.0000e- 004 0.0000 14.6984 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.4705 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1.4500e003 9.7500e- 003 0.0145 2.0000e- 005 4.9000e- 004 4.9000e- 004 4.9000e- 004 4.9000e- 004 0.0000 2.0426 2.0426 1.2000e- 004 0.0000 2.0455 Total 4.4719 9.7500e003 0.0145 2.0000e- 005 4.9000e- 004 4.9000e- 004 4.9000e- 004 4.9000e- 004 0.0000 2.0426 2.0426 1.2000e- 004 0.0000 2.0455 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 28 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1300

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2200e003 4.4700e- 003 0.0480 1.6000e- 004 0.0194 1.2000e- 004 0.0195 5.1500e- 003 1.1000e- 004 5.2600e- 003 0.0000 14.6908 14.6908 3.0000e- 004 0.0000 14.6984 Total 7.2200e003 4.4700e- 003 0.0480 1.6000e- 004 0.0194 1.2000e- 004 0.0195 5.1500e- 003 1.1000e- 004 5.2600e- 003 0.0000 14.6908 14.6908 3.0000e- 004 0.0000 14.6984 Mitigated Construction Off-Site3.7 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 3.9116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1.2000e003 8.0200e- 003 0.0127 2.0000e- 005 3.6000e- 004 3.6000e- 004 3.6000e- 004 3.6000e- 004 0.0000 1.7873 1.7873 1.0000e- 004 0.0000 1.7897 Total 3.9128 8.0200e003 0.0127 2.0000e- 005 3.6000e- 004 3.6000e- 004 3.6000e- 004 3.6000e- 004 0.0000 1.7873 1.7873 1.0000e- 004 0.0000 1.7897 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 29 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1301

3.7 Architectural Coating - 2025
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9300e003 3.5400e- 003 0.0387 1.4000e- 004 0.0170 1.0000e- 004 0.0171 4.5100e- 003 9.0000e- 005 4.6000e- 003 0.0000 12.3459 12.3459 2.4000e- 004 0.0000 12.3518 Total 5.9300e003 3.5400e- 003 0.0387 1.4000e- 004 0.0170 1.0000e- 004 0.0171 4.5100e- 003 9.0000e- 005 4.6000e- 003 0.0000 12.3459 12.3459 2.4000e- 004 0.0000 12.3518 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 3.9116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1.2000e003 8.0200e- 003 0.0127 2.0000e- 005 3.6000e- 004 3.6000e- 004 3.6000e- 004 3.6000e- 004 0.0000 1.7873 1.7873 1.0000e- 004 0.0000 1.7897 Total 3.9128 8.0200e003 0.0127 2.0000e- 005 3.6000e- 004 3.6000e- 004 3.6000e- 004 3.6000e- 004 0.0000 1.7873 1.7873 1.0000e- 004 0.0000 1.7897 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 30 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1302

3.7 Architectural Coating - 2025

4.0 Operational Detail - Mobile4.1 Mitigation Measures MobileImprove Destination AccessibilityImprove Pedestrian NetworkImplement Trip Reduction ProgramEmployee Vanpool/Shuttle ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9300e003 3.5400e- 003 0.0387 1.4000e- 004 0.0170 1.0000e- 004 0.0171 4.5100e- 003 9.0000e- 005 4.6000e- 003 0.0000 12.3459 12.3459 2.4000e- 004 0.0000 12.3518 Total 5.9300e003 3.5400e- 003 0.0387 1.4000e- 004 0.0170 1.0000e- 004 0.0171 4.5100e- 003 9.0000e- 005 4.6000e- 003 0.0000 12.3459 12.3459 2.4000e- 004 0.0000 12.3518 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 31 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1303
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 2.8449 20.9490 32.7617 0.2029 13.9462 0.1882 14.1344 3.7642 0.1784 3.9425 0.0000 18,897.04 61 18,897.04
61 0.6814 0.0000 18,914.08
19 Unmitigated 3.0410 23.4291 36.7661 0.2305 16.1178 0.2163 16.3341 4.3503 0.2051 4.5554 0.0000 21,470.64 20 21,470.64
20 0.7284 0.0000 21,488.85
09 4.2 Trip Summary Information4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Unrefrigerated Warehouse-No Rail 12,369.70 6,076.34 6076.34 42,192,202 36,507,600 Total 12,369.70 6,076.34 6,076.34 42,192,202 36,507,600 Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Unrefrigerated Warehouse-No
R il

9.50 7.30 15.00 59.00 0.00 41.00 92 5 3

4.4 Fleet Mix5.0 Energy Detail
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Unrefrigerated Warehouse-No
Rail

0.483580 0.043245 0.188169 0.107110 0.003644 0.004172 0.054876 0.106665 0.001183 0.001302 0.004809 0.000595 0.000651 CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 32 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1304
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 4,840.069
2 4,840.069
2 0.2189 0.0453 4,859.034
0 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 4,840.069
2 4,840.069
2 0.2189 0.0453 4,859.034
0 NaturalGas
Mitigated

0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 1,179.290 8 1,179.290 8 0.0226 0.0216 1,186.298 8 NaturalGasUnmitigated

0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 1,179.290 8 1,179.290 8 0.0226 0.0216 1,186.298 8 Historical Energy Use: N

5.1 Mitigation Measures Energy
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 33 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1305

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Unrefrigerated
Warehouse-No
Rail

2.20991e
+007

0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 1,179.290 8 1,179.290 8 0.0226 0.0216 1,186.298 8 Total 0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 1,179.290 8 1,179.290 8 0.0226 0.0216 1,186.298 8 Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Unrefrigerated
Warehouse-No
Rail

2.20991e
+007

0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 1,179.290 8 1,179.290 8 0.0226 0.0216 1,186.298 8 Total 0.1192 1.0833 0.9100 6.5000e003 0.0823 0.0823 0.0823 0.0823 0.0000 1,179.290 8 1,179.290 8 0.0226 0.0216 1,186.298 8 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 34 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1306

5.3 Energy by Land Use - Electricity

6.0 Area Detail6.1 Mitigation Measures Area
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Unrefrigerated
Warehouse-No
Rail

1.66376e
+007
4,840.069
2 0.2189 0.0453 4,859.034
0 Total 4,840.069
2 0.2189 0.0453 4,859.034
0 Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Unrefrigerated
Warehouse-No
Rail

1.66376e
+007
4,840.069
2 0.2189 0.0453 4,859.034
0 Total 4,840.069
2 0.2189 0.0453 4,859.034
0 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 35 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1307
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 5.7919 3.0000e004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688 Unmitigated 5.7919 3.0000e004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.8382 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.9506 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 3.0500e003 3.0000e- 004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688 Total 5.7919 3.0000e004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 36 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1308

6.2 Area by SubCategory

7.0 Water Detail7.1 Mitigation Measures WaterApply Water Conservation Strategy ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.8382 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.9506 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 3.0500e003 3.0000e- 004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688 Total 5.7919 3.0000e004 0.0332 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0000 0.0646 0.0646 1.7000e- 004 0.0000 0.0688 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 37 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1309
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 1,265.559
2 21.8509 0.5247 1,968.186
5 Unmitigated 1,581.949
0 27.3137 0.6559 2,460.233
2 7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Unrefrigerated
Warehouse-No
Rail
836.401 /
0 1,581.949
0 27.3137 0.6559 2,460.233
2 Total 1,581.949
0 27.3137 0.6559 2,460.233
2 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 38 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1310

7.2 Water by Land Use

8.1 Mitigation Measures WasteInstitute Recycling and Composting Services Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Unrefrigerated
Warehouse-No
Rail
669.121 /
0 1,265.559
2 21.8509 0.5247 1,968.186
5 Total 1,265.559
2 21.8509 0.5247 1,968.186
5 Mitigated

8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 39 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1311
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 172.5352 10.1965 0.0000 427.4487
Unmitigated 690.1409 40.7862 0.0000 1,709.794
8 Category/Year8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Unrefrigerated
Warehouse-No
Rail
3399.86 690.1409 40.7862 0.0000 1,709.794
8 Total 690.1409 40.7862 0.0000 1,709.794
8 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 40 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1312

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Unrefrigerated
Warehouse-No
Rail
849.965 172.5352 10.1965 0.0000 427.4487
Total 172.5352 10.1965 0.0000 427.4487
Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type Forklifts 42 8.00 260 17 0.20 Diesel

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 41 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1313

11.0 Vegetation
Total CO2 CH4 N2O CO2e
Category MT
Unmitigated -961.0000 0.0000 0.0000 -961.0000

11.1 Vegetation Land Change
Initial/Fina
l
Total CO2 CH4 N2O CO2e
Acres MT
Cropland 155 / 0 -961.0000 0.0000 0.0000 -961.0000
Total -961.0000 0.0000 0.0000 -961.0000
Vegetation Type
CalEEMod Version: CalEEMod.2016.3.2 Date: 4/12/2021 11:23 AM Page 42 of 42 Mariposa Industrial Park - San Joaquin County, Annual
Exhibit 1 - Final Environmental Impact Report
1314
 
 




 


 



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Exhibit 1 - Final Environmental Impact Report
1322

TRAFFIC IMPACT STUDY
FOR

THE MARIPOSA INDUSTRIAL PARK PROJECT
Stockton, California
Prepared For:

BaseCamp Environmental
Prepared By:

KD Anderson & Associates
3853 Taylor Road, Suite G
Loomis, California 95650
(916) 660-1555
July 9, 2021
0780 -18
Mariposa Industrial Park TIS 7-9-21.doc
Exhibit 1 - Final Environmental Impact Report
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TRAFFIC IMPACT STUDY FOR

THE MARIPOSA INDUSTRIAL PARK PROJECT

TABLE OF CONTENTS
EXECUTIVE SUMMARY .......................................................................................................................................... i INTRODUCTION ....................................................................................................................................................... 1 STUDY PURPOSE ...................................................................................................................................................1 PROJECT DESCRIPTION .......................................................................................................................................1 OVERALL ANALYSIS APPROACH......................................................................................................................2 EXISTING SETTING ................................................................................................................................................. 7 STUDY AREA ROADWAYS ..................................................................................................................................7 TRUCK ROUTES ...................................................................................................................................................10 PUBLIC TRANSPORTATION ..............................................................................................................................12 PARK AND RIDE FACILITIES ............................................................................................................................13 BICYCLE AND PEDESTRIAN SYSTEMS ..........................................................................................................13 STUDY AREA INTERSECTIONS ........................................................................................................................15 STUDY AREA ROADWAY SEGMENTS ............................................................................................................17 STUDY AREA FREEWAY RAMP JUNCTIONS.................................................................................................19 METHODOLOGY ..................................................................................................................................................21 LEVEL OF SERVICE AND SIGNIFICANCE THRESHOLDS............................................................................28 VEHICLE MILES TRAVELED SIGNIFICANCE THRESHOLD ........................................................................32 EXISTING INTERSECTION TRAFFIC VOLUMES AND LEVELS OF SERVICE...........................................33 EXISTING ROADWAY SEGMENT TRAFFIC VOLUMES AND LEVELS OF SERVICE...............................35 EXISTING RAMP JUNCTION TRAFFIC VOLUMES AND LEVELS OF SERVICE........................................42

EXISTING PLUS APPROVED PROJECTS NO MARIPOSA INDUSTRIAL PARK PROJECT CONDITIONS ........................................................................................................................................................... 47 TRAFFIC VOLUME FORECASTS .......................................................................................................................47 ROADWAY IMPROVEMENTS............................................................................................................................47 INTERSECTION LEVELS OF SERVICE .............................................................................................................53 ROADWAY SEGMENT LEVELS OF SERVICE .................................................................................................56 RAMP JUNCTION LEVELS OF SERVICE ..........................................................................................................57

EXISTING PLUS APPROVED PROJECTS PLUS MARIPOSA INDUSTRIAL PARK PROJECT IMPACTS ................................................................................................................................................................... 60 TRIP GENERATION..............................................................................................................................................60 TRIP DISTRIBUTION............................................................................................................................................60 TRIP ASSIGNMENT..............................................................................................................................................65 ROADWAY IMPROVEMENTS.............................................................................................................................72 INTERSECTION LEVELS OF SERVICE...............................................................................................................72 ROADWAY SEGMENT LEVELS OF SERVICE .................................................................................................77 RAMP JUNCTION LEVELS OF SERVICE ..........................................................................................................79 INCREASE IN DEMAND FOR TRANSIT............................................................................................................81 INCREASE IN DEMAND FOR BICYCLE AND PEDESTRIAN FACILITIES ..................................................81 CUMULATIVE NO PROJECT CONDITIONS .................................................................................................... 82 TRAFFIC VOLUME FORECASTS .......................................................................................................................82 ROADWAY IMPROVEMENTS............................................................................................................................82 ROADWAY SEGMENT LEVELS OF SERVICE .................................................................................................84 Exhibit 1 - Final Environmental Impact Report
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CUMULATIVE PLUS PROJECT IMPACTS ....................................................................................................... 85 ROADWAY SEGMENT LEVELS OF SERVICE .................................................................................................85 PROJECT SITE ACCESS.......................................................................................................................................88 VEHICLE MILES TRAVELED .............................................................................................................................90 REFERENCES .......................................................................................................................................................... 93 TECHNICAL APPENDICES IN ELECTRONIC FILES ........................................................................................... 95 Exhibit 1 - Final Environmental Impact Report
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LIST OF TABLES
Table Page
Number Number
1 Level of Service Definitions - Highway Capacity Manual 2010 ........................................................ 22 2 City of Stockton General Plan Roadway Segment Level of Service Thresholds................................ 24 3 Level of Service Criteria for Freeway Merge / Diverge and Weaving Areas..................................... 27 4 Heavy Truck Percentage ..................................................................................................................... 38 5 Intersection Level of Service - Existing Conditions ........................................................................... 39 6 Roadway Segment Level of Service - Existing Conditions ................................................................ 41 7 Roadway Segment Level of Service - Existing Conditions With Recommended Improvements ...... 42 8 State Route 99 Ramp Merge, Diverge, and Weave Level of Service - Existing Conditions .............. 46 9 Roadway Segment Level of Service - Existing Plus Approved Projects (EPAP) No Project Conditions............................................................................................................................... 50 10 Intersection Level of Service - Existing Plus Approved Projects (EPAP) No Project Conditions ........................................................................................................................................... 54 11 Intersection Level of Service - Existing Plus Approved Projects (EPAP) No Project Conditions With Recommended Improvements ................................................................................. 55 12 Roadway Segment Level of Service - Existing Plus Approved Projects (EPAP) No Project Conditions With Recommended Improvements ................................................................................. 57 13 State Route 99 Ramp Merge, Diverge, and Weave Level of Service -Existing Plus Approved Projects (EPAP) No Project Conditions.............................................................................................. 58 14 Trip Generation Rates ......................................................................................................................... 61 15 Trip Generation Estimate .................................................................................................................... 61 16 Mariposa Industrial Park Project Trip Distribution Percentages......................................................... 62 17 Roadway Segment Level of Service - Existing Plus Approved Projects (EPAP) Plus Project Conditions............................................................................................................................... 74 18 Intersection Level of Service - Existing Plus Approved Projects (EPAP) Plus Project Conditions ........................................................................................................................................... 75 Exhibit 1 - Final Environmental Impact Report
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LIST OF TABLES (continued)
Table Page
Number Number
19 Intersection Level of Service - Existing Plus Approved Projects (EPAP) Plus Project Conditions With Recommended Improvements ................................................................................. 77 20 Roadway Segment Level of Service - Existing Plus Approved Projects (EPAP) Plus Project Conditions With Recommended Improvements..................................................................... 78 21 State Route 99 Ramp Merge, Diverge, and Weave Level of Service - Existing Plus Approved Projects (EPAP) Plus Project Conditions........................................................................... 80 22 Roadway Segment Level of Service – Cumulative No Project Conditions ........................................ 83 23 Roadway Segment Level of Service – Cumulative No Project Conditions With Recommended Improvements...................................................................................................................................... 84 24 Roadway Segment Level of Service – Cumulative Plus Project Conditions ...................................... 86 25 Roadway Segment Level of Service – Cumulative Plus Project Conditions With Recommended Improvements...................................................................................................................................... 87 26 Intersection Level of Service – Cumulative Plus Project Conditions ................................................. 88 Exhibit 1 - Final Environmental Impact Report
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LIST OF FIGURES
Figure Page
Number Number
1 Vicinity Map ......................................................................................................................................... 4 2 Site Plan ................................................................................................................................................ 5 3 Project Frontage Striping Plan .............................................................................................................. 6 4 Study Area............................................................................................................................................. 8 5 Existing and Planned Bicycle Network............................................................................................... 14 6 Study Intersections.............................................................................................................................. 16 7 Study Roadway Segments................................................................................................................... 18 8 Study Freeway Merge, Diverge, and Weave Areas ............................................................................ 20 9 Existing Intersection Traffic Volumes and Lane Configurations ....................................................... 36 10 Existing Intersection Traffic Volumes and Lane Configurations (Continued) ................................... 37 11 Existing Freeway Ramp Merge, Diverge, and Weave Area Traffic Volumes and Lane Configurations............................................................................................................................ 44 12 Existing Freeway Ramp Merge, Diverge, and Weave Area Traffic Volumes and Lane Configurations (Continued) ....................................................................................................... 45 13 EPAP No Project Intersection Traffic Volumes and Lane Configurations......................................... 48 14 EPAP No Project Intersection Traffic Volumes and Lane Configurations (Continued)..................... 49 15 EPAP No Project Freeway Ramp Merge, Diverge, and Weave Area Traffic Volumes and Lane Configurations............................................................................................................................ 51 16 EPAP No Project Freeway Ramp Merge, Diverge, and Weave Area Traffic Volumes and Lane Configurations (Continued) ....................................................................................................... 52 17 Existing Plus Approved Projects Background Trip Distribution Percentages .................................... 63 18 Cumulative Background Trip Distribution Percentages ..................................................................... 64 19 Project-Related Intersection Traffic Volumes..................................................................................... 66 20 Project-Related Intersection Traffic Volumes (Continued) ................................................................ 67 21 EPAP Plus Project Intersection Traffic Volumes and Lane Configurations....................................... 68 22 EPAP Plus Project Intersection Traffic Volumes and Lane Configurations (Continued)................... 69 23 EPAP Plus Project Freeway Ramp Merge, Diverge, and Weave Area Traffic Volumes and Lane Configurations............................................................................................................................ 70 24 EPAP Plus Project Freeway Ramp Merge, Diverge, and Weave Area Traffic Volumes and Lane Configurations (Continued) ....................................................................................................... 71 25 Cumulative Plus Project Intersection Traffic Volumes and Lane Configurations.............................. 89 Exhibit 1 - Final Environmental Impact Report
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EXECUTIVE SUMMARY
This Executive Summary is a brief overview of the analysis presented in this traffic impact study. It is not intended to be a comprehensive description of the analysis. For more details, the reader is referred to the full description presented in the traffic impact study.

This traffic impact study presents an analysis of the traffic-related effects of the Mariposa Industrial Park project. The project is located in unincorporated San Joaquin County, southeast of the City of Stockton, east of State Route (SR) 99, north of Littlejohns Creek, southwest of Mariposa Road. The project site is approximately 203.48 acres in size and is proposed to include 3,616,870 building square feet (sf) of high-cube warehouse industrial land use.

Access to the Mariposa Industrial Park site would be provided via two driveway connections to Mariposa Road.

This traffic impact study includes analysis of:
ƒ 15 intersections,
ƒ 12 roadway segments, and
ƒ 13 freeway ramp junction areas.

These study facilities are analyzed under the following five development scenarios:
ƒ Existing Conditions,
ƒ Near-Term Future Existing Plus Approved Projects (EPAP) No Mariposa Industrial Park Project Conditions,
ƒ Near-Term Future EPAP Plus Mariposa Industrial Park Project Conditions, ƒ Long-Term Future Cumulative No Mariposa Industrial Park Project Conditions, and ƒ Long-Term Future Cumulative Plus Mariposa Industrial Park Project Conditions.

Under Existing Conditions, all study intersections operate at conditions which are considered acceptable. One study roadway segment and one freeway weave area operate at conditions which are considered unacceptable. This traffic impact study presents a recommended improvement for the study roadway segment.

Under EPAP No Mariposa Industrial Park Project conditions, three study intersections, two study roadway segments, and three study freeway ramp and weave facilities would experience operating conditions which are considered unacceptable. This traffic impact study presents recommended improvements for two of the study intersections, and one of the study roadway segments.

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Under EPAP Plus Mariposa Industrial Park Project conditions, four study intersections, two study roadway segments, and three study freeway ramp and weave facilities would experience operating conditions which are considered unacceptable. The project-related change at two study intersections and one study roadway segment would be considered a significant inconsistency with General Plan policies and recommended improvements are identified to reduce the inconsistency to a less than significant level.

Under Cumulative No Mariposa Industrial Park Project conditions, two study roadway segments would experience operating conditions which are considered unacceptable. This traffic impact study presents recommended improvements for one of these two facilities.

Under Cumulative Plus Mariposa Industrial Park Project conditions, three study roadway segments would experience operating conditions which are considered unacceptable. The project-related change at one study roadway segment would be considered a significant inconsistency with General Plan policies and a recommended improvement is identified to reduce the inconsistency to a less than significant level. The project-related change at two of these three facilities would be less than thresholds considered to be significant. Therefore, the project-related inconsistency at these facilities is considered less than significant.

In addition to presenting an analysis of traffic operating conditions, this traffic impact study also presents analysis of project-related impacts on
ƒ demand for public transit services,
ƒ demand for bicycle and pedestrian facilities, and
ƒ vehicle miles traveled.

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INTRODUCTION

STUDY PURPOSE
This traffic impact study presents an analysis of the traffic-related effects of the proposed Mariposa Industrial Park project.

PROJECT DESCRIPTION
The following is a description of the Mariposa Industrial Park project.

Project Location
The Mariposa Industrial Park project site is in the San Joaquin County unincorporated area, adjacent to the southeastern limits of the City of Stockton. Figure 1 presents an aerial photograph of the vicinity of the project site. The project site encompasses 203.48 acres.

Project Land Uses
The project proposes to develop the project site for light industrial land uses, primarily “highcube” warehouses. The details of the proposed development are discussed below.

The project proposes the annexation of the project site into the City of Stockton. The City would submit an annexation application to the San Joaquin Local Agency Formation Commission (LAFCO), which would be responsible for a decision on the annexation.

The project site is currently zoned by the County as AG-40 – General Agriculture with a 40-acre minimum parcel size. The project would include a request that the City pre-zone the entire project site Industrial, Limited (IL). This pre-zoning would be consistent with the current Industrial designation of the project site under the City of Stockton General Plan (City of Stockton 2018a) and with the proposed project.

Upon annexation, the project site is proposed to be developed with light industrial land uses, mainly high-cube warehouses. Figure 2 shows a conceptual site plan. A “high-cube warehouse” is a building that typically has at least 200,000 gross square feet of floor area, has a ceiling height of approximately 24 feet or more, and is used primarily for the storage and/or consolidation of manufactured goods (and, to a lesser extent, raw materials) prior to their distribution to retail locations or other warehouses. A typical high-cube warehouse has a high level of on-site automation and logistics management, which enable highly efficient processing of goods through the warehouse.

As shown in Figure 2, the Mariposa Industrial Park project would include 3,616,870 building square feet of proposed development.

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A total of approximately 2,900 parking stalls would be provided throughout the project site. Of that total, approximately 1,800 stalls would be for automobiles, 37 of which would be accessible to drivers with disabilities. The remaining approximately 1,100 stalls would be for trucks and trailers.

Circulation
Access would be from two driveways off Mariposa Road in the northeastern portion of the project site. In this traffic impact study, these two access locations are referred to as the “Southeast Project Driveway” and the “Northwest Project Driveway”. The Southeast Project Driveway would provide the main access to the project site, with an access road leading to most of the proposed development. The Northwest Project Driveway would provide access to the two northernmost buildings proposed on the site. Curb, gutter, and sidewalk would be installed along existing undeveloped street frontage in accordance with City standards. In addition, access to the project site would be made available from Marfargoa Road and Clark Road for emergency vehicles only. Figure 3 shows a striping plan for the project site frontage along Mariposa Road.

Desirable intersection spacing is often considered to be 1,000 feet between intersections. The distance between the driveway intersections for the Southeast Project Driveway and the Northwest Project Driveway is less than 1,000 feet. However, both of the driveway intersections would be “T” intersections. Neither would be a four-leg intersection. Because both driveways would connect at “T” intersections, neither intersection would have southeastbound-tonortheastbound left-turn movements. The absence of a need for vehicle storage for southeastbound-to-northeastbound left-turn movement at the Southeast Project Driveway intersection results in the distance between the two intersections being available for the northwestbound-to-southwestbound left-turn movement at the Northwest Project Driveway. As a result, the distance between the two project driveway intersections is considered to be adequate.

In the near-term future, this traffic impact study assumes the Southeast Project Driveway connection with Mariposa Road would include signalized intersection control. In the near-term future, the Northwest Project Driveway would include unsignalized stop-sign control, with the driveway being the controlled approach. In the long-term future, the Stockton General Plan includes widening of Mariposa Road from two lanes (one lane in each direction) to four lanes (two lanes in each direction). In the long-term future, this traffic impact study assumes both the Southeast Project Driveway connection and the Northwest Project Driveway connection would include signalized intersection control.

Project site frontage improvements will be geometrically designed to accommodate Surface Transportation Assistance Act (STAA) design vehicle truck movements and heavy truck loads.

OVERALL ANALYSIS APPROACH
As noted above, this traffic impact study presents an analysis of the traffic-related effects of the Mariposa Industrial Park project. This analysis is conducted using near-term future background conditions and long-term future background conditions. Future background conditions are based Exhibit 1 - Final Environmental Impact Report
1332
on the City of Stockton General Plan. Analysis of traffic operating conditions under the following five scenarios is presented in this traffic impact study:
ƒ Existing Conditions,
ƒ EPAP No Mariposa Industrial Park Project,
ƒ EPAP Plus Mariposa Industrial Park Project,
ƒ Cumulative No Project, and
ƒ Cumulative Plus Project.

Existing Plus Approved Projects conditions are a near-term background condition which includes existing traffic levels, and traffic associated with approved but unconstructed land use development projects in vicinity of the project site.

Cumulative conditions with the City of Stockton General Plan are a long-term background condition which includes future year forecasts of traffic volumes, based on development of surrounding land uses. This set of scenarios assumes 2040 conditions with future development consistent with the General Plan.

Exhibit 1 - Final Environmental Impact Report
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KD Anderson & Associates, Inc.

Transportation Engineers
figure 1

VICINITY MAP
0780-18 RA 3/11/2021

PROJECT

LOCATION
Exhibit 1 - Final Environmental Impact Report
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KD Anderson & Associates, Inc.

Transportation Engineers
figure 2

SITE PLAN
0780-18 RA 7/9/2021
Exhibit 1 - Final Environmental Impact Report
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KD Anderson & Associates, Inc.

Transportation Engineers
figure 3

STRIPING PLAN
0780-18 RA 7/9/2021
Exhibit 1 - Final Environmental Impact Report
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EXISTING SETTING
This section of this traffic impact study presents a description of existing conditions in the study area. Information presented in this section of the study is based on on-site field observations, traffic count data collected for this study, and other data available from local and state agencies.

This section of the traffic impact study also describes analysis methods applied for this study, and thresholds used to determine the significance of project-related effects.

STUDY AREA ROADWAYS
This traffic impact study presents analyses of traffic operating conditions at intersections, on roadways, and at freeway ramp junctions, in the study area that may be affected by the proposed project. The limits of the study area were identified through discussions with City of Stockton staff (Moore pers. comm.).

The following is a description of roadways that provide access to the proposed project site. These roadways are shown in Figure 1 and Figure 4.

State Route 99 is a freeway that traverses the Central Valley, connecting Sacramento and points north with numerous Central Valley cities, including Modesto, Merced, Fresno and Bakersfield.

Three travel lanes are provided in each direction in the vicinity of the project site, with auxiliary lanes present at some locations. Twelve interchanges are provided along the 12-mile length of SR 99 within and adjacent to the Stockton City limits. Average daily traffic (ADT) volumes on SR 99 range between 80,000 and 95,000 in the vicinity of the project site based on data available at California Department of Transportation 2021. The speed limit on SR 99 is 65 miles per hour (mph) in the vicinity of the proposed project site.

Mariposa Road is a west-northwest-to-east-southeast roadway connecting Dr. Martin Luther King Jr. Boulevard in south Stockton with Escalon Bellota Road north of Escalon. In the vicinity of the project site, Mariposa Road is a two-lane roadway. The portion of Mariposa Road southeast of Carpenter Road has a 55 mph posted speed limit. Between Carpenter Road and 8th Street/Farmington Road (northwest of SR 99), the posted speed limit is 50 mph. Mariposa Road crosses a railroad track with a grade-separated railroad crossing located just east of the intersection with Austin Road. Limited pedestrian and no bicycle facilities are provided along the roadway within the study area. Mariposa Road is classified in the City of Stockton General Plan (City of Stockton 2018a) as an arterial roadway. In the future, the General Plan indicates Mariposa Road would be six lanes wide from Dr. Martin Luther King Jr. Boulevard to Carpenter Road and four lanes wide from Carpenter Road to southeast of Austin Road.

Exhibit 1 - Final Environmental Impact Report
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KD Anderson & Associates, Inc.

Transportation Engineers
figure 4

STUDY AREA
0780-18 RA 7/9/2021

ARCH RD

AUSTIN RD

PROJECT

LOCATION
Exhibit 1 - Final Environmental Impact Report
1338
Crosstown Freeway (SR 4) is an east-west freeway that traverses downtown Stockton. The eastern terminus of the Crosstown Freeway is at SR 99. The western terminus of the Crosstown Freeway is at Navy Drive, approximately 1.4 miles west of Interstate 5 (I-5). The Crosstown Freeway is designated SR 4, which continues west to Interstate 80 in the San Francisco Bay Area, and continues east into the Sierra Nevada foothills. The portion of the Crosstown Freeway immediately west of SR 99 is eight lanes wide. It is six to eight lanes wide through downtown Stockton. West of I-5, it is four lanes wide.

Carpenter Road is a west-southwest-to-east-northeast two-lane roadway that connects with Mariposa Road at an unsignalized intersection approximately one-third of a mile west-northwest of the project site. The east-northeastern terminus of Carpenter Road is approximately 0.9 mile eastnortheast of Mariposa Road. To the west-southwest, Carpenter Road terminates at SR 99 East Frontage Road, approximately 0.8 mile west-southwest of Mariposa Road. West of SR 99, a discontinuous portion of Carpenter Road extends west-southwest to Airport Way. Carpenter Road is classified in the City of Stockton General Plan (City of Stockton 2018a) as a collector roadway with a future east-northeast extension connecting to a future northern extension of Austin Road.

Munford Avenue is a west-southwest-to-east-northeast two-lane roadway that connects with Mariposa Road at a signalized intersection approximately 0.8 mile west-northwest of the project site. The east-northeastern terminus of Munford Avenue is at Mariposa Road. To the westsouthwest, Munford Avenue terminates at SR 99 East Frontage Road, approximately 0.4 mile westsouthwest of Mariposa Road. West of SR 99, a discontinuous portion of Munford Avenue extends approximately 0.4 mile west-southwest of SR 99.

Stagecoach Road is a north-south two-lane roadway with a southern terminus at a signalized intersection with Mariposa Road and a northern terminus at Farmington Road. The southwest leg of the intersection of Mariposa Road & Stagecoach Road is a gated driveway for Oldcastle Infrastructure.

Farmington Road is an east-west roadway with an overcrossing of SR 99. In the immediate vicinity of SR 99, it is two lanes wide. Approximately one-quarter mile east of SR 99, Farmington Road intersects with Golden Gate Avenue. East of this intersection, Farmington Road is two lanes to four lanes wide, with a center two-way left-turn lane (CTWLTL) along portions of the roadway.

Farmington Road continues east into the Sierra Nevada foothills as SR 4. Approximately one-half mile west-southwest of SR 99, Farmington Road intersects with Mariposa Road. To the westsouthwest of Mariposa Road, the roadway continues as 8th Street. Discontinuous portions of 8th Street extend to the southwest portion of Stockton.

Golden Gate Avenue is a northwest-to-southeast roadway with an interchange on SR 99. The roadway is four lanes wide southeast of SR 99 and two lanes wide northwest of SR 99. The southeastern terminus of Golden Gate Avenue is at Farmington Road, approximately one-quarter mile southeast of SR 99. Approximately one-third of a mile northwest of SR 99, Golden Gate Avenue transitions to a north-northwest – south-southeast alignment. This portion of Golden Gate Avenue has a north-northwest terminus at the Crosstown Freeway. Discontinuous portions of Golden Gate Avenue are present north of the Crosstown Freeway.

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Fremont Street is a west-southwest – to – east-northeast roadway with an interchange on SR 99.

In the immediate vicinity of SR 99 and extending west-southwest to Wilson Way, Fremont Street is four lanes wide. West of Wilson Way, discontinuous portions of Fremont Street are two lanes wide, traverse downtown Stockton, and terminate west of I-5. East-northeast of SR 99, Fremont Street is two lanes wide and is designated SR 26. SR 26 extends to the northeast into the Sierra Nevada foothills.

Austin Road is a north-south roadway that extends south from Mariposa Road, and passes through Manteca before terminating at Caswell Memorial State Park. Within the project study area, Austin Road is a two-lane roadway with no pedestrian or bicycle facilities. Austin Road is classified in the City of Stockton General Plan (City of Stockton 2018a) as an arterial roadway with a future westnorthwest extension to Main Street.

Arch Road / Arch-Airport Road / Sperry Road / French Camp Road is an east-west roadway with several names. It is classified in the City of Stockton General Plan (City of Stockton 2018) as an arterial roadway. The roadway extends from Carolyn Weston Boulevard in the west to the Burlington Northern Santa Fe (BNSF) facility east of Austin Road. In the study area, Arch Road is generally a two-lane roadway with a posted speed limit of 45 mph. Additional lanes are provided at some portions, including the portion in the vicinity of the SR 99 interchange. Arch Road is currently undergoing improvements with some segments widened to provide additional travel capacity. In some cases, the widened portions are not yet striped to accommodate additional traffic.

Sidewalks are provided along some portions of Arch Road, including portions on the north side from Logistics Drive to approximately 100 feet east of Fite Court, and on the south side from Logistics Drive to Newcastle Road. There are no bicycle facilities on Arch-Airport Road/Arch Road in the project study area.

SR 99 East Frontage Road runs parallel to and east of SR 99. North of Arch Road, this roadway curves to the east, becoming Munford Avenue, and terminates at Mariposa Road. South of Arch Road, the roadway becomes Kingsley Road, terminating approximately 1.5 miles south of Arch Road. SR 99 East Frontage Road is a two-lane roadway with limited pedestrian facilities and no bicycle facilities in the project study area.

Qantas Lane is a north-south roadway that begins at Boeing Way to the north. South of ArchAirport Road, Qantas Lane becomes SR 99 West Frontage Road located on the west side of SR 99.

North of Arch-Airport Road, Qantas Lane is a two-lane roadway, while four travel lanes are provided south of Arch-Airport Road. South of the vicinity of Arch-Airport Road, Qantas Lane transitions to a two-lane roadway (one lane in each direction). Limited pedestrian facilities and no bicycle facilities are provided along Qantas Lane within the project study area.

TRUCK ROUTES
The City of Stockton Truck Routes map (City of Stockton 2009) and STAA Truck Routes map (City of Stockton 2017) describe truck routes in the Stockton area. Some of the truck routes are designated for use by STAA design vehicle trucks. These are large vehicles that have relatively Exhibit 1 - Final Environmental Impact Report
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large turning radii, and require roadway design features that accommodate the large turning radii.

The following are designated truck routes in the vicinity of the project site:
ƒ Mariposa Road from Dr. Martin Luther King Jr. Boulevard to east-southeast of Austin Road is a route for vehicles transporting flammable liquids. ƒ Sperry Road/Arch Airport Road/Arch Road from McKinley Avenue to Austin Road is a City designated truck route.
ƒ Mariposa Road from Dr. Martin Luther King Jr. Boulevard to Munford Avenue is a designated STAA truck route. Portions are designated by the City and portions are designated by the County of San Joaquin.
ƒ Munford Avenue from Mariposa Road to 3730 Munford Avenue is designated by the County as an STAA truck route.
ƒ Golden Gate Avenue from SR 99 to Dr. Martin Luther King Jr. Boulevard is a County designated STAA truck route, and Dr. Martin Luther King Jr. Boulevard from Golden Gate Avenue to I-5 is a City designated STAA truck route. ƒ Fremont Street from Windsor Avenue (west of SR 99) to Cardinal Avenue (east of SR 99), and Cardinal Avenue from Fremont Street to 207 N. Cardinal Avenue are County designated STAA truck routes.
ƒ French Camp Road/Sperry Road/Arch Airport Road/Arch Road from I-5 to Austin Road is a designated STAA truck route. Portions are designated by the City and portions are designated by the County.
ƒ Qantas Lane from Arch-Airport Road to Boeing Way, and Boeing Way from Qantas Lane to Airport Way are City designated STAA truck routes. ƒ Newcastle Road north of Arch Road is a City designated STAA truck route.

Routes anticipated to be used by STAA trucks to access the project site include the following (Ebenal pers. comm.):
ƒ SR 99 north of Fremont Street,
ƒ SR 99 south of Arch Road,
ƒ Crosstown Freeway west of SR 99,
ƒ Golden Gate Avenue west of SR 99,
ƒ Golden Gate Avenue east of SR 99,
ƒ Mariposa Road west of SR 99,
ƒ Boeing Way west of Qantas Lane,
ƒ Arch-Airport Road west of Qantas Lane, and
ƒ Airport Way.

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A separate standalone assessment focusing on the potential effects of Mariposa Industrial Park project-related trucks is being prepared by the civil engineering firm Kier + Wright. The assessment will include effects associated with the potential use of STAA trucks. As appropriate, the truck assessment will be used as a source document for identifying truck-related impacts in the California Environmental Quality Act (CEQA) environmental impact report (EIR) for the Mariposa Industrial Park project and needed mitigation measures.

PUBLIC TRANSPORTATION
The San Joaquin Regional Transit District (SJRTD) is the primary provider of public transportation service in San Joaquin County, providing services to the Stockton metropolitan area, as well as inter-city, inter-regional, and rural transit service. SJRTD provides fixed-route, flexible fixed-route, and dial-a-ride services in Stockton. Each service is described in more detail below. (San Joaquin Regional Transit District 2021)
ƒ Stockton Metropolitan Area Fixed Route Service operates 33 fixed routes within the Stockton metropolitan area.
ƒ Intercity Fixed Route Service is provided by a route between Stockton and the Lodi Station in downtown Lodi connecting with Lodi Grapeline, Calaveras Transit, Delta Breeze, Sacramento South County Transit (SCT)/LINK buses. ƒ Interregional Commuter Service is a subscription commuter bus service. A total of eight routes connect San Joaquin County to Sacramento, the San Francisco Bay Area, and the Bay Area Rapid Transit (BART) system.
ƒ SJRTD operates two Dial-a-Ride services. General Public Dial-A-Ride is a curb-tocurb service in areas not currently being served by RTD or other local transportation providers. Passengers are required to use other public transportation options currently available in their area. Stockton Metro Area Dial-A-Ride (SMA-ADA) is a curb-to-curb service operating within the Stockton Metropolitan Area for passengers with an Americans with Disabilities Act (ADA) Certification. ƒ Hopper Service is a deviated fixed-route service connecting Stockton, Tracy, Lodi, Manteca, Ripon, and Lathrop. The Metro Hopper provides nine routes. The County Hopper provides six routes.

SJRTD service is provided in the area west of SR 99. In vicinity of the Mariposa Road and Arch Road interchanges, service is provided by:
ƒ Fixed routes 385 and 390,
ƒ Hopper routes 91 and 95, and
ƒ Express route 44.

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PARK AND RIDE FACILITIES
Park and Ride lots are free parking facilities for commuters to use as a convenient meeting place for carpools, transit, and vanpools. Park and Ride lots in the Stockton area are listed below. ƒ the Calvary First Church on Kelley Drive north of Hammer Lane; ƒ the Hammer Crossing Shopping Center at Hammer Lane and Sampson Road; ƒ the Lifesong Church, 3034 Michigan Avenue; and
ƒ Mariposa Road east of SR 99..

BICYCLE AND PEDESTRIAN SYSTEMS
The generally level terrain and mild weather make bicycling and walking viable forms of transportation in Stockton. The City of Stockton has an extensive network of bicycle facilities, including off-street trails and paths, as well as on-street bicycle lanes and routes. Many of these facilities also support pedestrian travel. According to Caltrans guidelines, bicycle facilities are generally divided into four categories:
ƒ Class I Bikeway (Bike Path). A completely separate facility designated for the exclusive use of bicycles and pedestrians with vehicle and pedestrian cross-flow minimized.
ƒ Class II Bikeway (Bike Lane). A striped lane designated for the use of bicycles on a street or highway. Vehicle parking and vehicle/pedestrian cross-flow are permitted at designated locations.
ƒ Class III Bikeway (Bike Route). A route designated by signs or pavement markings for bicyclists within the vehicular travel lane (i.e., shared use) of a roadway.
ƒ Class IV Bikeway (Separated Bikeway). A bikeway for the exclusive use of bicycles and includes a separation required between the separated bikeway and the through vehicular traffic. The separation may include, but is not limited to, grade separation, flexible posts, inflexible posts, inflexible barriers, or on-street parking.

In the immediate vicinity of the project site, neither bicycle facilities nor sidewalks are present along either side of Mariposa Road between Munford Avenue and Austin Road.

The City of Stockton General Plan presents a map showing existing and planned bicycle facilities in the Stockton area, shown on Figure 5. Figure 5 shows a planned Class II bike lane on Arch Road between SR 99 and Austin Road, and a planned Class II bike lane on Mariposa Road between Dr. Martin Luther King, Jr. Boulevard and SR 99.

Exhibit 1 - Final Environmental Impact Report
1343
KD Anderson & Associates, Inc.

Transportation Engineers
figure 5

EXISTING AND PLANNED BICYCLE NETWORK
0780-13 RA 7/9/2021
Exhibit 1 - Final Environmental Impact Report
1344

STUDY AREA INTERSECTIONS
The traffic-related effects of the proposed project were assessed for this traffic impact study by analyzing traffic operations at intersections that would serve project-related travel. The following intersections were selected for analysis in consultation with City of Stockton staff (Moore pers. comm.).

1. Golden Gate Avenue & SR 99 Southbound Ramps

2. Golden Gate Avenue & SR 99 Northbound Ramps

3. Mariposa Road & 8th Street/Farmington Road

4. Mariposa Road & SR 99 West Frontage Road

5. Mariposa Road & SR 99 Southbound Ramps

6. Mariposa Road & SR 99 Northbound Ramps

7. Mariposa Road & Stagecoach Road

8. Mariposa Road & Munford Avenue

9. Mariposa Road & Carpenter Road

10. Mariposa Road & Austin Road

11. Arch Road & Austin Road

12. Arch-Airport Road & Qantas Lane

13. Arch Road & SR 99
The following two intersections would only be present with construction of the Mariposa Industrial Park project. As a result, these intersections were only analyzed under development conditions that include the proposed project:

14. Mariposa Road & Northwest Project Driveway

15. Mariposa Road & Southeast Project Driveway
The locations of study intersections are presented in Figure 6. The numbers listed above correspond to the intersection numbers on this figure.

Exhibit 1 - Final Environmental Impact Report
1345
KD Anderson & Associates, Inc.

Transportation Engineers
figure 6

STUDY INTERSECTIONS
0780-18 RA 7/9/2021

ARCH RD

AUSTIN RD
1 2
3 4
5 6
7 8
9 14
15 10
11 12 13

PROJECT

LOCATION
Exhibit 1 - Final Environmental Impact Report
1346

STUDY AREA ROADWAY SEGMENTS
In addition to analyzing intersections, the traffic-related effects of the proposed project on roadway segments were assessed for this traffic impact study. Major roadways adjacent to the project site, and roadways that would serve as major access routes, were analyzed. The following roadway segments were selected for analysis in consultation with City of Stockton staff (Moore pers. comm.).
101. SR 99 North of Crosstown Freeway (SR 4)
102. Crosstown Freeway West of SR 99
103. SR 99 Between Crosstown Freeway and Golden Gate Avenue 104. SR 99 Between Golden Gate Avenue and Mariposa Road 105. Mariposa Road Between SR 99 and 8th Street/Farmington Road 106. Mariposa Road, Between Carpenter Road and SR 99
107. Mariposa Road, Between the Project Site and Carpenter Road 108. Mariposa Road, Southeast of the Project Site
109. Mariposa Road, East of Austin Road
110. SR 99 Between Mariposa Road and Arch-Airport Road
111. Arch-Airport Road, Between Qantas Lane and SR 99
112. SR 99 South of Arch-Airport Road
The locations of study roadway segment are presented in Figure 7. The numbers listed above correspond to the roadway segment numbers on this figure. The numbers used for roadway segments are sequential, beginning with 101 to distinguish study roadway segments from study intersections listed previously.

The study roadway segments are specific to certain locations on the roadway network. However, in some cases, a roadway segment represents larger portions of roadway segments. For example, analysis results for roadway segment Mariposa Road, east of Austin Road, applies to Mariposa Road from Austin Road to Jack Tone Road. The descriptions of locations listed above, and used in this traffic impact study, are as specific as possible to minimize ambiguity.

Exhibit 1 - Final Environmental Impact Report
1347
KD Anderson & Associates, Inc.

Transportation Engineers
figure 7

STUDY ROADWAY SEGMENTS
0780-18 RA 7/9/2021

ARCH RD

AUSTIN RD

PROJECT

LOCATION
Exhibit 1 - Final Environmental Impact Report
1348

STUDY AREA FREEWAY RAMP JUNCTIONS
In addition to analyzing intersections and roadway segments, the traffic-related effects of the proposed project on freeway ramp junctions were assessed for this traffic impact study. Ramp junctions that would serve as major access routes, and would be affected by project-related traffic, were analyzed. The following ramp junctions were selected for analysis in consultation with City of Stockton staff (Moore pers comm.):
201. SR 99 Southbound Weave Area Between Fremont Street and Crosstown Freeway 202. SR 99 Northbound Weave Area Between Crosstown Freeway and Fremont Street 203. SR 99 Northbound at Crosstown Freeway Off-Ramp Diverge 204. SR 99 at Golden Gate Avenue Southbound Off-Ramp Diverge 205. SR 99 at Golden Gate Avenue Northbound On-Ramp Merge 206. SR 99 Southbound Weave Area Between Golden Gate Avenue and Mariposa Road 207. SR 99 Northbound Weave Area Between Mariposa Road and Golden Gate Avenue 208. SR 99 at Mariposa Road Southbound On-Ramp (Slip) Merge 209. SR 99 at Mariposa Road Northbound Off-Ramp Diverge 210. SR 99 at Arch-Airport Road Southbound Off-Ramp Diverge 211. SR 99 at Arch-Airport Road Northbound On-Ramp Merge 212. SR 99 at Arch-Airport Road Southbound On-Ramp Merge 213. SR 99 at Arch-Airport Road Northbound Off-Ramp Diverge The locations of freeway ramp junctions are presented in Figure 8. The numbers listed above correspond to the ramp junction numbers on this figure. The numbers used for ramp junctions are sequential, beginning with 201 to distinguish study ramp junctions from study intersections and study roadway segments listed previously.

Exhibit 1 - Final Environmental Impact Report
1349
KD Anderson & Associates, Inc.

Transportation Engineers
figure 8

STUDY FREEWAY MERGE, DIVERGE, AND WEAVE AREAS
0780-18 RA 7/9/2021

ARCH RD

AUSTIN RD

PROJECT

LOCATION
Exhibit 1 - Final Environmental Impact Report
1350

METHODOLOGY
The following is a description of the analysis methods used in this traffic impact study.

Intersection Level of Service Analysis Procedures
Level of service (LOS) analysis provides a basis for describing existing traffic conditions and for evaluating the significance of project-related inconsistency with General Plan transportation policies. Level of service measures the quality of traffic flow and is represented by letter designations from A to F, with a grade of A referring to the best conditions, and F representing the worst conditions. The characteristics associated with the various LOS for intersections are presented in Table 1.

Level of service at both signalized and unsignalized intersections was analyzed using methods presented in the Highway Capacity Manual. Methods described in the Highway Capacity Manual were used to provide a basis for describing traffic conditions and for evaluating the significance of inconsistency with General Plan policies. As specified by City of Stockton staff (McDowell pers. comm.), methods from the Highway Capacity Manual 2000 (Transportation Research Board, 2000) were used to analyze local roadway intersections. As specified in the City of Stockton Transportation Impact Analysis Guidelines (City of Stockton, 2003), the Traffix software analysis package was used to analyze local roadway intersections.

Caltrans District 10 recommends use of the Highway Capacity Manual 6th Edition (Transportation Research Board 2016) and the Synchro software package (Trafficware 2021). Therefore, as specified by City of Stockton staff, freeway ramp intersections were analyzed using Highway Capacity Manual 6th Edition methods and the Synchro software package.

The lengths of vehicle queues were also analyzed for this traffic impact study. Methods presented in the Highway Capacity Manual 2000 and Highway Capacity Manual 6th Edition were used to analyze queuing. 95th percentile queue length values are presented in this traffic impact study.

Worksheets and output reports for the calculation of LOS and vehicles queues for all scenarios analyzed for this traffic impact study are presented in the technical appendix.

Exhibit 1 - Final Environmental Impact Report
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Table 1. Level of Service Definitions - Highway Capacity Manual 2010 Level of
Service Signalized Intersections Unsignalized Intersections A Vehicle progression is exceptionally
favorable or the cycle length is very short.

Little or no delay.

Delay < 10.0 seconds/vehicle Delay < 10 seconds/vehicle B Vehicle progression is highly favorable or the
cycle length is short.

Short traffic delays.

Delay > 10 seconds/vehicle and Delay > 10 seconds/vehicle and < 20 seconds/vehicle < 15 seconds/vehicle
C Vehicle progression is favorable or the cycle
length is moderate. Individual cycle failures
may begin to appear at this level.

Average traffic delays.

Delay > 20 seconds/vehicle and Delay > 15 seconds/vehicle and < 35 seconds/vehicle < 25 seconds/vehicle
D Vehicle progression is ineffective or the cycle
length is long. Many vehicles stop and the
individual cycle failures are noticeable.

Long traffic delays.

Delay > 35 seconds/vehicle and Delay > 25 seconds/vehicle and < 55 seconds/vehicle < 35 seconds/vehicle
E Vehicle progression is unfavorable and the
cycle length is long. Individual cycle failures
are frequent.

Very long traffic delays, failure, extreme
congestion.

Delay > 55 seconds/vehicle and Delay > 35 seconds/vehicle and < 80 seconds/vehicle < 50 seconds/vehicle
F Vehicle progression is very poor and the
cycle length is long. Most cycles fail to clear
the vehicle queue.

Intersection blocked by external causes.

Delay > 80 seconds/vehicle Delay > 50 seconds/vehicle
Source: Transportation Research Board 2010.
__________________________
Exhibit 1 - Final Environmental Impact Report
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Signal Warrants Procedures
Traffic signal warrants are a series of standards which provide guidelines for determining if a traffic signal is appropriate. Signal warrant analyses are typically conducted at intersections of uncontrolled major streets and stop sign-controlled minor streets. If one or more signal warrants are met, signalization of the intersection may be appropriate. However, a signal should not be installed if none of the warrants are met, because installation of signals would increase delays on the previously-uncontrolled major street, resulting in an undesirable increase in overall vehicle delay at the intersection. Signalization may also increase the occurrence of certain types of accidents.

Therefore, if signals are installed where signal warrants are not met, the detriment of increased accidents and overall delay may be greater than the benefit in traffic operating conditions on the single worst movement at the intersection. Signal warrants, then, provide an industry-standard basis for identifying when the adverse effect on the worst movement is substantial enough to warrant signalization.

For the analysis conducted for this traffic impact study, available data at unsignalized intersections are limited to a.m. and p.m. peak hour volumes. Thus, unsignalized intersections were evaluated using the Peak Hour Warrant (Warrant Number 3) from the California Department of Transportation document California Manual on Uniform Traffic Control Devices (California Department of Transportation 2014). This warrant was applied where the minor street experiences long delays in entering or crossing the major street for at least one hour of the day. The Peak Hour Warrant itself includes several components. Some of the components involve comparison of traffic volumes and vehicle delay to a series of standards. Another component involves comparison of traffic volumes to a nomograph.

Even if the peak hour warrant is met, a more detailed signal warrant study is recommended before a signal is installed. The more detailed study should consider volumes during the eight highest hours of the day, volumes during the four highest hours of the day, pedestrian traffic, and accident histories.

Signal warrant analysis worksheets for all stop sign-controlled intersections are presented in the technical appendix.

Roadway Segment Level of Service Analysis Procedures
Roadway segment LOS was analyzed for this traffic impact study based on methods used in the Envision Stockton 2040 General Plan Update and Utility Master Plan Supplements Draft EIR analysis (City of Stockton 2018b). These methods set maximum daily traffic volume thresholds for each LOS designation. The thresholds are shown in Table 2.

As shown in Table 2, the roadway segment LOS analysis method sets separate thresholds for:
ƒ different types of facilities (i.e., freeways, arterials, and collectors); ƒ different number of lanes; and
ƒ different area types (i.e., new versus existing).

Exhibit 1 - Final Environmental Impact Report
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Table 2. City of Stockton General Plan Roadway Segment Level of Service Thresholds Level of Service
Number
Facility of Area
Class Lanes Type A B C D E
Freeway 4 All Areas 27,600 45,200 63,600 77,400 86,400
6 All Areas 41,400 67,800 95,400 116,100 129,600
8 All Areas 55,200 90,400 127,200 154,800 172,800
10 All Areas 69,000 113,000 159,000 193,500 216,000
Arterial 2 Existing 8,400 9,300 11,800 14,700 17,300
2 New 10,000 11,100 14,000 17,500 20,600
4 Existing 18,600 20,600 26,000 32,500 38,200
4 New 23,300 25,800 32,600 40,700 47,900
6 Existing 28,800 32,000 40,300 50,400 59,300
6 New 33,300 37,000 46,600 58,300 68,600
8 Existing 38,100 42,300 53,300 66,600 78,400
8 New 41,100 45,700 57,600 72,000 84,700
Collector 2 Existing 6,400 7,100 9,000 11,300 13,200
2 New 6,400 7,100 9,000 11,300 13,200
4 Existing 17,600 19,600 24,700 30,900 36,300
4 New 21,100 23,500 29,600 37,000 43,500
_________________________
Source: Stockton General Plan Draft Environmental Impact Report (City of Stockton 2018b).

Note: The Stockton General Plan does not provide thresholds for local roads.

Exhibit 1 - Final Environmental Impact Report
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As described in City of Stockton 2018b:
“Thresholds for arterials and collectors were based on Highway Capacity Manual calculations and were developed in conjunction with City staff at the time the current General Plan analysis was prepared. The arterial thresholds distinguish between roads in the existing urbanized area and those in new development areas; because arterials in new development areas can be designed to higher standards, with medians, exclusive turn lanes, and controlled access from adjacent uses, the capacities are higher than those in previously-developed areas. Thresholds for freeways were based on Highway Capacity Manual procedures relating levels of service to vehicle density ranges.”
As specified in City of Stockton 2018b, the “Existing” area is generally located between I-5 and SR 99, south of Eight Mile Road. Eight Mile Road itself is considered a “New” arterial due to the lack of existing development in the area.

Freeway Ramp Junction Level of Service Analysis Procedures Freeway ramp junctions are areas where freeway on-ramps merge into freeways, and where freeway off-ramps diverge from freeways. Weave areas are where an on-ramp and downstream off-ramp are connected by an auxiliary lane. Freeway ramp junctions which are considered to be potentially affected by project-related traffic were analyzed for this traffic impact study.

Freeway ramp junction areas were analyzed for this traffic impact study using methods described in Chapters 12 and 13 of the Highway Capacity Manual 2010 (Transportation Research Board 2010).

The Synchro software package does not analyze freeway ramp junction LOS. Therefore, the McTrans HCS+ Highway Capacity Software package was used to perform the ramp junction LOS calculations for this traffic impact study.

The Highway Capacity Manual 2010 methods were used to analyze three types of freeway facilities: on-ramp junctions (merge), off-ramp junctions (diverge), and weave areas. The analysis of all three types of facilities involves calculating the density of vehicles on a freeway facility, expressed as passenger cars per mile per lane (pcpmpl). The LOS designation is based on the vehicle density. Table 3 presents the relationship of vehicle density to LOS for ramp junctions and weave areas.

Freeway ramp operating conditions depend on traffic volumes and the ramp characteristics. These characteristics include the length and type of acceleration and deceleration lanes, the free-flow speed of ramps, the number of lanes, grade, and the types of facilities connected to the ramps.

The Highway Capacity Manual 2010 reports LOS A through E for ramps and weaving sections in terms of density. When the volume using the facility exceeds capacity, the V/C ratio is greater than 1, and the Highway Capacity Manual 2010 identifies the facility as overcapacity. While a density is not stated when the facility is over capacity, the freeway and ramp volumes for the facility are documented. For this traffic study, the freeway and ramp volumes are identified for all facilities where capacity has been exceeded.

Exhibit 1 - Final Environmental Impact Report
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Some of the freeway on-ramp facilities analyzed for this traffic impact study are equipped with ramp metering. The Highway Capacity Manual 2010 methods used to analyze freeway on-ramp facilities does not take ramp metering into account (Transportation Research Board 2010). The objective and the effect of ramp metering is to smooth out traffic flows, reducing the magnitude of surges in traffic flow. As a result, the effect of ramp meters is to improve traffic operations, therefore improving ramp junction LOS. Because the ramp junction analysis presented in this traffic impact study does not take ramp metering into account, the LOS are considered to conservatively describe worse cast operating conditions.

Exhibit 1 - Final Environmental Impact Report
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Table 3. Level of Service Criteria for Freeway Merge / Diverge and Weaving Areas Freeway Ramp Merge and Diverge
Freeway
Weave Area
Level of Vehicle Vehicle
Service Density Operating Characteristics Density
A Less than or
equal to 10.

LOS A represents unrestricted operations. Density
is low enough to permit smooth merging and
diverging, with very little turbulence in the traffic
stream.

Less than or equal
to 10.

B
Greater than

10. Less than
or equal to 20.

At LOS B, merging and diverging maneuvers
become noticeable to through drivers, and minimal
turbulence occurs.

Greater than 10.

Less than or equal
to 20.

C
Greater than

20. Less than
or equal to 28.

At LOS C, speed within the influence area begins
to decline as turbulence levels become much more
noticeable. Both ramp and freeway vehicles begin
to adjust their speeds to accomplish smooth
Greater than 20.

Less than or equal
to 28.

D
Greater than

28. Less than
or equal to 35.

At LOS D, turbulence levels in the influence area
become intrusive, and virtually all vehicles slow to
accommodate merging and diverging. Some ramp
queues may form at heavily used on-ramps, but
freeway operation remains stable.

Greater than 28.

Less than or equal
to 35.

E Greater than

35. LOS E represents conditions approaching or at
capacity. Small changes in demand or disruptions
within the traffic stream can cause both ramp and
freeway queues to form.

Greater than 35.

F †V/C >1
LOS F defines operating conditions within queues
that form on both the ramp and the freeway
mainline when capacity is exceeded by demand.
†V/C >1
____________________________________
Note: Vehicle density is expressed as passenger car equivalents per mile per lane.

Source: Transportation Research Board 2010.
† = Volume exceeds capacity. Therefore, the LOS is F. V/C ratio shown in lieu of density.

Exhibit 1 - Final Environmental Impact Report
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Travel Forecasting
As part of the General Plan update process, the City of Stockton developed a series of travel demand forecasting simulation models. In consultation with City of Stockton staff (Moore, pers. comm.), travel forecasts for this traffic impact study are based on the City of Stockton General Plan travel demand forecasting simulation model (City of Stockton 2018b).

Travel models of the following two conditions were used to develop forecasts of future year traffic volumes for this traffic impact study:
ƒ Existing Plus Approved Projects (EPAP), and
ƒ 2040 Conditions with the General Plan.

The City’s travel model produces forecasts of daily traffic volumes. The forecasts of daily volumes generated by the City’s travel model are adequate for use in the analysis of roadway segment LOS, and are used for daily volume forecasts in this traffic impact study. However, the daily volumes generated by the traffic model are not, by themselves, adequate for use in the peak hour LOS analysis of study intersections.

Daily traffic volumes from the travel models were used to generate growth factors. These growth factors were applied to existing peak hour intersection turning movement traffic volumes.

The development of future year intersection turning movement traffic volumes requires that the turning movements at each intersection “balance”. To achieve the balance, inbound traffic volumes must equal the outbound traffic volumes, and the volumes must be distributed among the various left-turn, through, and right-turn movements at each intersection. The “balancing” of future year intersection turning movement traffic volumes was conducted using methods described in the Transportation Research Board’s (TRB’s) National Cooperative Highway Research Program (NCHRP) Report 255, Highway Traffic Data for Urbanized Area Project Planning and Design (Transportation Research Board 1982). The NCHRP 255 method applies the desired peak hour directional volumes to the intersection turning movement volumes, using an iterative process to balance and adjust the resulting forecasts to match the desired peak hour directional volumes.

LEVEL OF SERVICE AND SIGNIFICANCE THRESHOLDS
Significance thresholds are used in California Environmental Quality Act (CEQA) environmental documents to identify when the impacts of a project should be considered significant. Significance thresholds are the criteria used to determine the significance of impacts.

The City of Stockton Traffic Impact Analysis Guidelines (City of Stockton 2003) presents the methods, assumptions and significance thresholds specified by the City of Stockton for use in preparing traffic impact studies. In general, the methods, assumptions and significance threshold presented in the guidelines are applied in this traffic impact study. It is important to note the significance thresholds specified in the guidelines are based on policies presented in the City General Plan. More specifically, the General Plan policies define ranges of LOS considered to Exhibit 1 - Final Environmental Impact Report
1358
be acceptable and unacceptable. The guidelines then use the General Plan policy ranges of LOS to identify whether a project impact is less than significant or significant.

Level of Service and Vehicle Miles Traveled
In the City of Stockton Traffic Impact Analysis Guidelines, the impacts of a project on LOS are an important factor in determining whether a project has a significant impact. However, recent changes to CEQA have changed how lead agencies use LOS in determining whether a project has a significant impact on transportation. As noted in the California Governor’s Office of Planning and Research (OPR) document Technical Advisory on Evaluating Transportation Impacts in CEQA (California Governor’s Office of Planning and Research 2018), “Senate Bill 743 (Steinberg, 2013), which was codified in Public Resources Code section 21099, required changes to the guidelines implementing CEQA (CEQA Guidelines) (Cal. Code Regs., Title 14, Div. 6, Ch. 3, § 15000 et seq.) regarding the analysis of transportation impacts. . . OPR has proposed, and the California Natural Resources Agency (Agency) has certified and adopted, changes to the CEQA Guidelines that identify vehicle miles traveled (VMT) as the most appropriate metric to evaluate a project’s transportation impacts. With the California Natural Resources Agency’s certification and adoption of the changes to the CEQA Guidelines, automobile delay, as measured by “level of service” and other similar metrics, generally no longer constitutes a significant environmental effect under CEQA. (Pub. Resources Code, § 21099, subd. (b)(3).)” Notably, the City of Stockton Traffic Impact Analysis Guidelines was prepared before the recent changes to CEQA due to Senate Bill 743 (Steinberg 2013). As a result, the City guidelines specify use of LOS in determining whether a project has a significant impact. Consistent with the approach described in the OPR Technical Advisory on Evaluating Transportation Impacts in CEQA, LOS will not be used in this traffic impact study as a basis for identifying significant impacts. Rather, the methods, assumptions and significance thresholds presented in the City guidelines are used to determine whether the project is consistent or inconsistent with General Plan policies on LOS, and whether the magnitude of inconsistency should be considered significant or less than significant.

General Plan Policy Consistency Criteria
As noted immediately above, in this traffic impact study the significance of the proposed project’s inconsistency with General Plan policies is based on a determination of whether resulting LOS is considered acceptable. A project’s inconsistency with General Plan policies is considered significant if implementation of the project would result in LOS changing from levels considered acceptable to levels considered unacceptable, or if the project would substantially worsen already unacceptable LOS.

The City of Stockton Transportation Impact Analysis Guidelines notes that:

Exhibit 1 - Final Environmental Impact Report
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“The City of Stockton’s General Plan has a LOS ‘D’ standard for its roadway system. Intersections and roadway segments operating at LOS ‘A’, ‘B’, ‘C’, or ‘D’ conditions are considered acceptable, while those operating at LOS ‘E’ or ‘F’ conditions are considered unacceptable.
“For a City intersection, a transportation impact for a project is considered significant if the addition of project traffic would cause an intersection that would function at LOS ‘D’ or better without the Project to function at LOS ‘E’ or ‘F’. “For City intersections with a LOS ‘E’ or ‘F’ conditions without the project, a transportation impact for a project is considered significant if the addition of project traffic causes an increase of greater than 5 seconds in the average delay for the intersection.”
Portions of the City’s guidelines do not specifically address criteria used to quantify changes in operating conditions on roadway segments or freeway ramp junctions. For this traffic impact study, the City’s significance thresholds described above are also applied to roadway segments and freeway ramp junctions. As shown in Table 1, Table 2 and Table 3, LOS at intersections is measured in seconds of delay, LOS on roadway segments is measured in traffic volume, and LOS at ramp junctions is measured in vehicle density. Therefore, for roadway segments and ramp junctions already at LOS E or F, an increase of greater than five seconds of delay cannot be identified. Because roadway segment LOS is measured in traffic volumes, rather than seconds of delay, an increase in traffic volumes is used in this traffic impact study, in lieu of the threshold of five seconds of delay. At ramp junctions when the demand exceeds capacity, an increase in density is not identified; however, the densities of each area are based upon the volume.

Therefore, for this traffic impact study, if a roadway segment or ramp junction operates at LOS E or F without the project, the inconsistency with General Plan policies is considered significant if the addition of project traffic causes an increase of greater than five percent in traffic volumes.

The Envision Stockton 2040 General Plan (City of Stockton 2018a) notes:
“The City of Stockton strives to maintain LOS D or better for peak hour intersection and daily roadway segment operations. However, in the Downtown and other areas, exceptions to this standard are permissible to support other goals, such as encouraging safe travel by other modes of transportation than the car. The City can use VMT and LOS to support non-auto transportation modes, with the ultimate goal of maintaining and enhancing a complete roadway network that serves all travel modes in a balanced and equitable way.” This section of the City General Plan lists more than 14 facilities as exceptions to the LOS D policy standard, and lists the applicable standard. Among the facilities listed as exceptions is “Eighth Street, Airport Way to Mariposa Road – LOS E”. Consistent with the City General Plan, a LOS E standard is applied in this traffic impact study to the intersection of Mariposa Road & 8th Street/Farmington Road.

Exhibit 1 - Final Environmental Impact Report
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SR 99 is a facility under the jurisdiction of Caltrans. While the City General Plan identifies LOS E and LOS F as standards for portions of the SR 99 corridor, Caltrans has set a LOS D standard (Dumas, pers. comm.). At the direction of City staff, because SR 99 is under the jurisdiction of Caltrans, LOS D is used as the LOS standard for the SR 99 corridor in this traffic impact study; LOS E and F are considered unacceptable. In this traffic impact study, the Caltrans LOS D standard is applied to mainline freeway LOS, ramp junction LOS, and to LOS at freeway interchange intersections.

In this traffic impact study, a project’s inconsistency with General Plan policies will be considered significant if:
ƒ the project would result in traffic operating conditions changing from an acceptable LOS to an unacceptable LOS, or
ƒ when LOS without the project is already unacceptable, the project would result in a substantial degradation of traffic operating conditions (e.g., an increase of more than five seconds of delay at an intersection, an increase of more than five percent in traffic volume on a roadway segment, or an increase of more than five percent in the freeway and ramp volumes for ramps).

Maximum Feasible Roadway Improvements
This traffic impact study identifies traffic operating conditions that would result from background development of land use not related to the proposed project, and would result from development of the proposed project. In some cases, this development would result in unacceptable LOS. If unacceptable LOS is forecasted, feasible roadway improvements needed to achieve acceptable LOS are identified.

For this traffic impact study, maximum feasible sizes of roadway facilities have been established.

For intersections, the maximum feasible size is considered to be seven approach lanes on each leg of an intersection. For example, two left-turn lanes, four through lanes, and a right-turn lane (a total of seven lanes) is considered to be the maximum feasible size on an intersection approach. Existing land use development, physical or right-of-way constraints, and the relative benefits of additional roadway improvements in some cases result in a smaller approach being considered the maximum feasible size.

For SR 99 in the study area for this traffic impact study, the Caltrans Transportation Concept Report State Route 99 (California Department of Transportation 2017) identifies a “conceptual facility” width of eight lanes (four in each direction) by the year 2040. Therefore, an eight-lane width is considered to be the maximum feasible size for SR 99.

It is technically possible to construct roadway facilities larger than the maximum feasible sizes applied in this traffic impact study. However, for the following reasons, this traffic impact study considers these sizes to be not feasible.
ƒ Pedestrian Safety – The amount of time required by pedestrians to walk across an intersection leg with more than seven approach lanes is considered excessive.

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The possibility of signal lights changing before pedestrians are able to exit the intersection is considered unacceptably high.
ƒ Vehicle Safety – When a vehicle enters an intersection on the yellow light, the amount of time required for this subject vehicle to depart overly-large intersections is considered excessive. The possibility of other vehicles on conflicting movements entering the intersection before the subject vehicle has departed is considered unacceptably high.
ƒ Intersection Efficiency – The timing of signal lights may be modified to provide protection for pedestrians and vehicles at overly-large intersections. However, the amount of time needed for pedestrians and vehicles to exit an overly-large intersection becomes excessive. This results in the intersection operating with an unacceptable degree of inefficiency.
ƒ Engineering Constraints – Overhead structures and equipment are required to traverse both intersection approaches and freeway lanes. Overhead structures involve primarily overcrossing roadways. Equipment includes signal light support structures, power lines, and signs. With larger facilities, the size and resulting cost of these structures and equipment becomes unacceptable.

VEHICLE MILES TRAVELED SIGNIFICANCE THRESHOLD
The City of Stockton General Plan (City of Stockton 2018a) Policy TR-4.3 addresses the topic of vehicle miles traveled (VMT) as an impact in CEQA documents. The policy states, “Use the threshold recommended by the California Office of Planning and Research for determining whether VMT impacts associated with land uses are considered significant under State environmental analysis requirements.” The OPR Technical Advisory on Evaluating Transportation Impacts in CEQA (State of California 2018) provides recommended thresholds for determining the significance of VMT impacts associated with land use development projects. Specific thresholds are provided for residential, office, and retail commercial types of development. A specific threshold is not provided for industrial land use, like the Mariposa Industrial Park project and is, therefore, considered not applicable for this traffic impact study.

The City of Stockton General Plan Policy Action TR-4.3A states, “Establish a threshold of 15 percent below baseline VMT per capita to determine a significant transportation impact under the California Environmental Quality Act.” The 15 percent threshold in General Plan Action TR-4.3A is similar to thresholds for residential and office land use types recommended by OPR in the Technical Advisory on Evaluating Transportation Impacts in CEQA, and is used in this traffic impact study to determine the significance of VMT impacts associated with the Mariposa Industrial Park project.

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Consistent with General Plan Action TR4.3A, if a project would result in a 15 percent or more reduction of vehicle travel, a project is considered to have a less-than-significant impact. A project that would not result in a reduction of 15 percent or more is considered to have a significant impact. The percent change in vehicle travel is determined by comparing projectrelated travel to the amount of travel that would occur without approval of the proposed project.

In this traffic impact study, vehicle travel associated with the Mariposa Industrial Park project will be compared to vehicle travel associated with the land uses currently designated in the City of Stockton General Plan.

At the time the analysis presented in this traffic impact study commenced, the City of Stockton had not adopted guidelines for analyzing VMT or determining the significance of a project’s impact on VMT. The City was in the process of developing and adopting guidelines, but the process was not completed. The VMT analysis presented in this traffic impact study is not intended to pre-empt the City process of developing and adopting VMT guidelines. Rather, the analysis presented in this traffic impact study is intended to be a good-faith effort at disclosing and identifying the VMT impacts of the Mariposa Industrial Park project based on currently available data and guidance.

EXISTING INTERSECTION TRAFFIC VOLUMES AND LEVELS OF SERVICE The following is a description of existing traffic operating conditions at the study intersections.

Traffic Volumes
Since the outbreak of the Covid-19 pandemic, traffic volumes have at times been lower than normal. With the pandemic, places of employment, schools, social and recreational gatherings, sports events, restaurants, and many other types of activities have been substantially reduced or prohibited. As a result, the use of new traffic volume count data collected during the pandemic could result in volumes that are unrepresentatively low. To ensure data used in this traffic study are representative, the traffic analysis of the Mariposa Industrial Park project is based on both existing traffic volume data collected before the outbreak of Covid-19, and current new traffic volume count data collected since the outbreak. Data collected before the outbreak of Covid-19 are from previously-prepared traffic analyses and from StreetLight Data (https://www.streetlightdata.com/). Data from new traffic volume count data collected since the outbreak were used to validate data collected before the outbreak of Covid-19. This approach was applied to intersection traffic volumes, described immediately below. This approach was also applied to roadway segment and ramp junction traffic volumes, described later in this traffic impact study.

At the following study intersections, turning movement count data collected for the Public Review Draft Environmental Impact Report for the Sanchez-Hoggan Annexation (City of Stockton 2020) were used in this traffic impact study.

Exhibit 1 - Final Environmental Impact Report
1363

4. Mariposa Road & SR 99 West Frontage Road

5. Mariposa Road & SR 99 Southbound Ramps

6. Mariposa Road & SR 99 Northbound Ramps

10. Mariposa Road & Austin Road

11. Arch Road & Austin Road

12. Arch-Airport Road & Qantas Lane

13. Arch Road & SR 99
Traffic count data collected for the intersections listed above are presented in the technical appendix. The peak period intersection turning movement count data were collected on Thursday March 7, 2019. The data were collected during the 7:00 a.m. to 9:00 a.m. period, and the 4:00 p.m. to 6:00 p.m. period. Volumes during the highest one-hour period were used for this traffic impact study. It should be noted that a since the outbreak of the Covid-19 pandemic, a south leg has been constructed at intersection 10, Mariposa Road & Austin Road. However, as noted previously, traffic volumes during the pandemic could be unrepresentatively low. To ensure representative data are presented in this traffic impact study, conditions before the outbreak of the Covid-19 pandemic are used.

At the following study intersections, pre-Covid-19 intersection turning movement count data were collected for weekday periods between 7:00 a.m. and 9:00 a.m., and between 4:00 p.m. and 6:00 p.m. from StreetLight Data. These data represent Tuesday through Thursday volumes collected during six non-holiday months between March 2019 and February 2020. Traffic volume count data collected from StreetLight Data are presented in the technical appendix.

1. Golden Gate Avenue & SR 99 Southbound Ramps

2. Golden Gate Avenue & SR 99 Northbound Ramps

3. Mariposa Road & 8th Street/Farmington Road

7. Mariposa Road & Stagecoach Road

8. Mariposa Road & Munford Avenue

9. Mariposa Road & Carpenter Road
To validate the traffic volumes collected from StreetLight Data, new count data were also collected on Tuesday January 12, 2021 at the intersections listed above during the 7:00 a.m. to 9:00 a.m. morning peak period and the 4:00 p.m. to 6:00 p.m. evening peak. The new count data were used to adjust volumes from StreetLight Data at the following intersection legs:
ƒ the southwest leg of the intersection of Mariposa Road & Stagecoach Road, ƒ the southwest leg of the intersection of Mariposa Road & Carpenter Road, and ƒ the northeast leg of the intersection of Mariposa Road & Carpenter Road.

Traffic volumes on the intersection legs listed above are relatively low and the intersection turning movement volumes from StreetLight Data were considered to be unrepresentative. The new count data collected on Tuesday January 12, 2021 were used to adjust the turning movement volumes on the intersection legs listed above.

Exhibit 1 - Final Environmental Impact Report
1364
Using the approach described above results in volumes applied in this traffic study which compensate for decreases caused by the Covid-19 pandemic.

Figure 9 and Figure 10 present the existing lane configurations and existing a.m. peak hour and p.m. peak hour traffic volumes at the existing study intersections.

Intersection turning movement count data collected for this traffic impact study were disaggregated to light-duty vehicles (e.g., automobiles) and heavy vehicles (e.g., heavy-duty trucks). These data were used to estimate heavy vehicle percentage at each study intersection.

The percentages are shown in Table 4, and were used in the intersection LOS analysis presented in this traffic impact study.

Intersection Levels of Service
Table 5 presents a summary of existing a.m. peak hour and p.m. peak hour LOS at the 13 existing study intersections. The worksheets presenting the calculation of LOS are included in the technical appendix.

All of the 13 existing study intersections operate at acceptable LOS C or better during both the a.m. peak hour and the p.m. peak hour. No improvements are needed at these intersections to achieve acceptable LOS.

EXISTING ROADWAY SEGMENT TRAFFIC VOLUMES AND LEVELS OF SERVICE The following is a description of existing traffic operating conditions on study roadway segments.

Roadway Segment Traffic Volumes
As described in more detail previously in this traffic impact study, to ensure data used in this study are representative, the traffic analysis of the Mariposa Industrial Park project is based on both existing traffic volume data collected before the outbreak of Covid-19, and current new traffic volume count data collected since the outbreak.

Roadway segment traffic volume count data were collected for 24-hour periods for the Public Review Draft Environmental Impact Report for the Sanchez-Hoggan Annexation (City of Stockton 2020). For the following roadway segments, the data were collected on Wednesday March 13, 2019; and Thursday March 21, 2019. Traffic count data collected for the following roadway segments were used in this traffic impact study, and are presented in the technical appendix:
106. Mariposa Road, Between Carpenter Road and SR 99
107. Mariposa Road, Between the Project Site and Carpenter Road 108. Mariposa Road, Southeast of the Project Site
109. Mariposa Road, East of Austin Road
111. Arch-Airport Road, Between Qantas Lane and SR 99
Exhibit 1 - Final Environmental Impact Report
1365
7 Mariposa Rd / Stagecoach Rd
8 Mariposa Rd / Munford Ave
9 Mariposa Rd / Carpenter Rd
1 Golden Gate Ave / SR 99 SB Ramps
4 Mariposa Rd / SR 99 West Frontage Rd
2 Golden Gate Ave / SR 99 NB Ramps
5 Mariposa Rd / SR 99 SB Ramps
3 Mariposa Rd / 8th St / Farmington Rd
6 Mariposa Rd / SR 99 NB Ramps
KD Anderson & Associates, Inc.

Transportation Engineers
figure 9

EXISTING INTERSECTION TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
78 (101)96 (94)91 (70)
(37) 24
(122) 134(120) 122
242 (110)276 (473)
65 (57)
124 (176)
(144) 83
(270) 77
(92) 90
(346) 255
(200) 65
(49) 37
429 (434)
42 (38)
(498) 392
(97) 161
95 (182)0 (0)66 (50)
(122) 150
(49) 95
454 (532)
160 (256)
(582) 471
(380) 328
470 (255)370 (435)
50 (95)
260 (278)
(525) 408
(161) 118 128 (146) 29 (89)
418 (443)
67 (86)
(211) 70
(528) 287
N.T.S.

Stop Sign
Legend
AM Peak Hour Volume
R1-1
XX
(XX) PM Peak Hour Volume
Signalized Intersection
“Free” Right Turn
Future Roadway
Exhibit 1 - Final Environmental Impact Report
1366
10 Austin Rd / Mariposa Rd
13 Arch Airport Rd/ SR 99
11 Austin Rd/ Arch Rd
14 Mariposa Rd / Northwest Project Dwy
12 Arch Airport Rd/ Qantas Ln
15 Mariposa Rd / Southeast Project Dwy
KD Anderson & Associates, Inc.

Transportation Engineers
figure 10

EXISTING INTERSECTION TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
85 (98)1 (1)306 (386)
(3) 0
(2) 1
(11) 5
490 (174)
820 (536)
12 (14)
(54) 89
(785) 482
(3) 5
71 (19)119 (61)26 (12)
(137) 62(162) 42
(4) 5
7 (36)
42 (26)
1 (3)
(48) 26
(45) 28
(59) 192
43 (176)27 (73)
(0) 123
(0) 136643 (226) 540 (173)
(209) 429
(130) 265
205 (502)
246 (290)
154 (238)
(498) 231
(253) 304
(436) 253
N.T.S.

Stop Sign
Legend
AM Peak Hour Volume
R1-1
XX
(XX) PM Peak Hour Volume
Signalized Intersection
“Free” Right Turn
Future Roadway
Exhibit 1 - Final Environmental Impact Report
1367
Table 4. Heavy Truck Percentage
AM Peak PM Peak
Intersection Hour Hour
1 Golden Gate Avenue & SR 99 Southbound Ramps 6% 4%
2 Golden Gate Avenue & SR 99 Northbound Ramps 7% 3%
3 Mariposa Road & 8th Street/Farmington Road 9% 3%
4 Mariposa Road & SR 99 West Frontage Road 5% 5%
5 Mariposa Road & SR 99 Southbound Ramps 7% 6%
6 Mariposa Road & SR 99 Northbound Ramps 9% 7%
7 Mariposa Road & Stagecoach Road 21% 10%
8 Mariposa Road & Munford Avenue 20% 9%
9 Mariposa Road & Carpenter Road 20% 8%
10 Mariposa Road & Austin Road 10% 6%
11 Arch Road & Austin Road 20% 20%
12 Arch-Airport Road & Qantas Lane 8% 9%
13 Arch Road & SR 99 9% 9%
14 Mariposa Road & Northwest Project Driveway 20% 8%
15 Mariposa Road & Southeast Project Driveway 20% 8%
____________________________
Source: Peak hour intersection traffic volume count data.

Exhibit 1 - Final Environmental Impact Report
1368
Table 5. Intersection Level of Service -
Existing Conditions
Signal AM Peak PM Peak
Study Intersections Control Met? LOS Delay LOS Delay
1 Golden Gate Avenue & SR 99 Southbound Ramps Signal B 13.3 B 15.2 2 Golden Gate Avenue & SR 99 Northbound Ramps Signal B 13.6 B 13.9 3 Mariposa Road & 8th Street/Farmington Road Signal C 34.0 C 32.4 4 Mariposa Road & SR 99 West Frontage Road Signal B 17.8 B 17.1 5 Mariposa Road & SR 99 Southbound Ramps Signal A 9.5 B 10.1 6 Mariposa Road & SR 99 Northbound Ramps Signal A 9.1 A 9.0 7 Mariposa Road & Stagecoach Road Signal B 18.4 B 17.3
8 Mariposa Road & Munford Avenue Signal B 11.7 B 17.7
9 Mariposa Road & Carpenter Road Unsig No A 1.8 A 2.4
10 Mariposa Road & Austin Road Signal B 15.1 B 16.6
11 Arch Road & Austin Road Signal C 28.8 C 27.2
12 Arch-Airport Road & Qantas Lane Signal B 16.9 B 17.2 13 Arch Road & SR 99 Signal B 18.4 B 17.0
14 Mariposa Road & Northwest Project Driveway - - - - - - - - - - 15 Mariposa Road & Southeast Project Driveway - - - - - - - - - - ______________________________________________
Notes: LOS = Level of Service. "Inters. Control" = Type of intersection control. "Signal" = Signalized light control. "Unsig" = Unsignalized stop-sign control.

Delay is measured in seconds per vehicle.

Per City of Stockton guidelines, intersection average delay is reported for all intersections, including unsignalized intersections.

Dashes ( "- -" ) indicate intersection not present under this scenario.

Inters. Warrant
Exhibit 1 - Final Environmental Impact Report
1369
At study roadway segment 105, Mariposa Road between SR 99 and 8th Street/Farmington Road, pre-Covid-19 traffic volume count data for weekday 24-hour periods were collected from StreetLight Data. These data represent Tuesday through Thursday volumes collected during six non-holiday months between March 2019 and February 2020. Traffic volume count data collected from StreetLight Data are presented in the technical appendix.

To validate the 24-hour roadway segment traffic volume data collected from StreetLight Data, new count data were also collected on Tuesday January 12, 2021 on Mariposa Road between SR 99 and 8th Street/Farmington Road.

For the following freeway mainline roadway segments, 24-hour traffic volume data were collected from the Caltrans Traffic Census Program Internet Website (California Department of Transportation 2021) and applied in this traffic impact study. 101. SR 99 North of Crosstown Freeway (SR 4)
102. Crosstown Freeway (SR 4) West of SR 99
103. SR 99 Between Crosstown Freeway (SR 4) and Golden Gate Avenue 104. SR 99 Between Golden Gate Avenue and Mariposa Road 110. SR 99 Between Mariposa Road and Arch-Airport Road
112. SR 99 South of Arch-Airport Road
Table 6 presents the existing daily traffic volumes for study roadway segments.

Roadway Segment Levels of Service
Table 6 presents a summary of existing LOS on the 12 study roadway segments. 11 of the study roadway segments operate at acceptable LOS C or better. No improvements are needed on these 11 roadway segments to achieve acceptable LOS.
105. Mariposa Road Between SR 99 and 8th Street/Farmington Road Under Existing Conditions, this roadway segment operates at LOS E. This LOS is considered unacceptable. The following improvement is recommended:
ƒ Widen the portions of this roadway segment which are one lane in each direction to two lanes in each direction.

Exhibit 1 - Final Environmental Impact Report
1370
Table 6. Roadway Segment Level of Service -
Existing Conditions
Number Daily Daily V/C Level of
Roadway Segment of Lanes Capacity Volume Ratio Service
101. SR 99 - North of 8 172,800 95,000 0.55 C
Crosstown Freeway (SR 4)
102. Crosstown Freeway - 8 172,800 104,900 0.61 C
West of SR 99
103. SR 99 - Between Crosstown Fwy 8 172,800 94,000 0.54 C and Golden Gate Avenue
104. SR 99 - Between 8 172,800 92,300 0.53 C
Golden Gate Ave and Mariposa Rd
105. Mariposa Road - Between 2 17,300 16,295 0.94 E
SR 99 and 8th St./Farmington Rd
106. Mariposa Road - Between 2 17,300 10,034 0.58 C
Carpenter Road and SR 99
107. Mariposa Road - Between the 2 17,300 9,042 0.52 B
Project Site and Carpenter Road
108. Mariposa Road - 2 17,300 9,042 0.52 B
Southeast of the Project Site
109. Mariposa Road - 2 17,300 8,149 0.47 A
East of Austin Road
110. SR 99 - Between Mariposa Road 6 129,600 80,600 0.62 C and Arch-Airport Road
111. Arch-Airport Road - 6 59,300 26,889 0.45 A
Between Qantas Lane and SR 99
112. SR 99 - 6 129,600 85,000 0.66 C
South of Arch-Airport Road
__________________________
Notes: "SR" = State Route. "V/C Ratio" = volume-to-capacity ratio.

Exhibit 1 - Final Environmental Impact Report
1371
A summary of LOS with recommended improvements is presented in Table 7. With this recommended improvement, this roadway segment would operate at LOS A. This LOS is considered acceptable.

Table 7. Roadway Segment Level of Service -
Existing Conditions With Recommended Improvements
Number Daily Daily V/C Level of
Roadway Segment of Lanes Capacity Volume Ratio Service
105. Mariposa Road - Between 4 38,200 16,295 0.43 A
SR 99 and 8th St./Farmington Rd
__________________________
Notes: "SR" = State Route. "V/C Ratio" = volume-to-capacity ratio.

EXISTING RAMP JUNCTION TRAFFIC VOLUMES AND LEVELS OF SERVICE The following is a description of existing traffic operating conditions at the study ramp junctions.

Ramp Junction Traffic Volumes
As described in more detail previously in this traffic impact study, to ensure data used in this study are representative, the traffic analysis of the Mariposa Industrial Park project is based on both existing traffic volume data collected before the outbreak of Covid-19, and current new traffic volume count data collected since the outbreak.

Traffic volume count data were collected for the following freeway ramp junctions for the Public Review Draft Environmental Impact Report for the Sanchez-Hoggan Annexation (City of Stockton 2020). These data are applied in this traffic impact study. 208. SR 99 at Mariposa Road Southbound On-Ramp (Slip) Merge 209. SR 99 at Mariposa Road Northbound Off-Ramp Diverge 210. SR 99 at Arch-Airport Road Southbound Off-Ramp Diverge 211. SR 99 at Arch-Airport Road Northbound On-Ramp Merge 212. SR 99 at Arch-Airport Road Southbound On-Ramp Merge 213. SR 99 at Arch-Airport Road Northbound Off-Ramp Diverge Exhibit 1 - Final Environmental Impact Report
1372
At the following study ramp junctions, pre-Covid-19 count data were collected for weekday periods between 7:00 a.m. and 9:00 a.m., and between 4:00 p.m. and 6:00 p.m. from StreetLight Data. These data represent Tuesday through Thursday volumes collected during six non-holiday months between March 2019 and February 2020. Traffic volume count data collected from StreetLight Data are presented in the technical appendix. 201. SR 99 Southbound Weave Area Between Fremont Street and Crosstown Freeway 202. SR 99 Northbound Weave Area Between Crosstown Freeway and Fremont Street 203. SR 99 Northbound at Crosstown Freeway (SR 4) Off-Ramp Diverge 204. SR 99 at Golden Gate Avenue Southbound Off-Ramp Diverge 205. SR 99 at Golden Gate Avenue Northbound On-Ramp Merge 206. SR 99 Southbound Weave Area Between Golden Gate Avenue and Mariposa Road 207. SR 99 Northbound Weave Area Between Mariposa Road and Golden Gate Avenue To validate the ramp junction traffic volume data collected from StreetLight Data, peak hour traffic volume data for freeway facilities were collected from the Caltrans PeMS database (http://pems.dot.ca.gov/). Data for Tuesdays, Wednesdays and Thursdays between February 4, 2020 and Thursday February 13, 2020 were used to validate the traffic volume data collected from StreetLight Data.

Figure 11 and Figure 12 present the existing a.m. peak hour and p.m. peak hour traffic volumes at the existing ramp junctions.

Ramp Junction Levels of Service
Table 8 presents a summary of existing a.m. peak hour and p.m. peak hour LOS at the 13 study ramp junctions. The worksheets presenting the calculation of LOS are included in the technical appendix.
12 of the 13 ramp junctions operate at acceptable LOS C or better during both the a.m. peak hour and p.m. peak hour. No improvements are needed at these 12 ramp junctions to achieve acceptable LOS.
201. SR 99 Southbound Weave Area Between Fremont Street and Crosstown Freeway Under Existing Conditions, the SR 99 southbound weave area between the Fremont Street interchange and the Crosstown Freeway interchange operates at LOS E during the a.m. peak hour.

This LOS is considered unacceptable. Existing land use adjacent to SR 99 and the location of the two interchanges results in improvements to the weave area being considered not feasible. As a result, no improvements are recommended to improve LOS at this location.

Exhibit 1 - Final Environmental Impact Report
1373
201
SR 99 Southbound Weave Area
Between Crosstown Freeway And Fremont St
204
SR 99 at Golden Gate Avenue
Southbound Off-Ramp Diverge
207
SR 99 Northbound Weave Area
Between Mariposa Rd and Golden Gate Ave
202
SR 99 Northbound Weave Area
Between Crosstown Freeway And Fremont St
205
SR 99 at Golden Gate Avenue
Northbound On-Ramp Merge
208
SR 99 at Mariposa Rd
Southbound On-Ramp (Slip) Merge
203
SR 99 Northbound
At Crosstown Freeway Off-Ramp Diverge
206
SR 99 Southbound Weave Area
Between Mariposa Rd and Golden Gate Ave
209
SR 99 at Mariposa Rd
Northbound Off-Ramp Diverge
KD Anderson & Associates, Inc.

Transportation Engineers
figure 11

EXISTING FREEWAY RAMP MERGE, DIVERGE,

AND WEAVE AREA TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
(3488) 2289 3472 (4203)
3584 (3976)
(3158) 3590
N.T.S.

Legend
XX AM Peak Hour Volume
(XX) PM Peak Hour Volume
Number of Arrows Indicate
Number of Lanes
Weave Area Auxillary Lane (4181) 5683 (2981) 3466
(352) 275
(1863) 1524
3598 (5105) 2349 (3594)
3613 (3302)
158 (191)
546 (415)
(3337) 3604 (3113) 3216
3556 (3944) 3466 (3871)
(246) 172 (319) 262
Exhibit 1 - Final Environmental Impact Report
1374
210
SR 99 at Arch-Airport Rd
Southbound Off-Ramp Diverge
213
SR 99 at Arch-Airport Rd
Northbound Off-Ramp Diverge
211
SR 99 at Arch-Airport Rd
Northbound On-Ramp Merge
212
SR 99 Northbound
At Crosstown Freeway Off-Ramp Diverge
KD Anderson & Associates, Inc.

Transportation Engineers
figure 12

EXISTING FREEWAY RAMP MERGE, DIVERGE,

AND WEAVE AREA TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
3281 (3378)
(2920) 2525
3281 (3378)
(2920) 2525
N.T.S.

Legend
XX AM Peak Hour Volume
(XX) PM Peak Hour Volume
Number of Arrows Indicate
Number of Lanes
Weave Area Auxillary Lane
Exhibit 1 - Final Environmental Impact Report
1375
Table 8. State Route 99 Ramp Merge, Diverge, and Weave Level of Service - Existing Conditions
AM Peak Hour PM Peak Hour
Freeway Ramp Freeway Ramp
Ramp Junction Volume Volume Density LOS Volume Volume Density LOS 201 SB Weave Between 5,688 492 > Capacity F 4,181 334 21.4 C Fremont St & Crosstown Fwy 3,466 2,709 2,981 1,534
202 NB Weave Between 3,598 275 18.1 B 5,105 352 26.3 C
Crosstown Fwy & Fremont St 2,349 1,524 3,594 1,863
203 NB at Crosstown Fwy Off-Ramp 2,289 2,126 < 10 A 3,488 1,624 < 10 A 204 Golden Gate Ave SB Off-Ramp 3,613 529 < 10 A 3,302 589 < 10 A 205 Golden Gate Ave NB On-Ramp 3,584 491 19.3 B 3,976 672 22.9 C 206 SB Weave Between 3,604 158 17.5 B 3,337 191 16.4 B
Golden Gate Ave & Mariposa Rd 3,216 546 3,113 415
207 NB Weave Between 3,556 172 17.3 B 3,944 246 19.7 B
Mariposa Rd & Golden Gate Ave 3,466 262 3,871 319
208 Mariposa Rd SB On-Ramp (Slip) 3,590 118 16.9 B 3,158 161 14.9 B 209 Mariposa Rd NB Off-Ramp 3,472 245 22.2 C 4,203 171 25.8 C 210 Arch-Airport Rd SB Off-Ramp 2,525 1,183 < 10 A 2,920 399 < 10 A 211 Arch-Airport Rd NB On-Ramp 3,281 436 17.3 B 3,378 996 22.3 C 212 Arch-Airport Rd SB On-Ramp 2,525 407 14.0 B 2,920 672 18.3 B 213 Arch-Airport Rd NB Off-Ramp 3,281 694 22.1 C 3,378 339 21.8 C _____________________________________________
Notes: "LOS" = Level of Service. "NB" = Northbound. "SB" = Southbound.

Density is expressed in passenger cars per mile per lane. "> Capacity" = volume-to-capacity ratio greater than 1.0.

For weave areas, north freeway and ramp volumes are listed first and south volumes are listed second.

Exhibit 1 - Final Environmental Impact Report
1376

EXISTING PLUS APPROVED PROJECTS

NO MARIPOSA INDUSTRIAL PARK PROJECT CONDITIONS
The EPAP No Mariposa Industrial Park Project condition is a near-term future background condition. This condition is also referred to in this traffic impact study as EPAP No Project conditions. Development of land uses and roadway improvements associated with previouslyapproved but as yet unconstructed projects are assumed in this condition. This scenario does not include development of the proposed Mariposa Industrial Park project. The EPAP No Project condition, therefore, serves as the baseline condition used to assess the significance of near-term project-related traffic effects.

TRAFFIC VOLUME FORECASTS
In consultation with City of Stockton staff (Moore pers. comm.), the City of Stockton Travel Demand Model (City of Stockton 2004) was used to develop forecasts of background increases in traffic volumes under near-term EPAP conditions. The increases in traffic volumes reflect development of near-term previously-approved projects in Stockton. The model was modified in the vicinity of the project site to add detail to the model and more accurately represent how land uses are provided access to the roadway network. Minor changes were also made to land uses in the model to accurately represent land uses.

Application of these methods results in the a.m. peak hour and p.m. peak hour intersection traffic volumes presented in Figure 13 and Figure 14, the daily traffic volumes presented in Table 9, and the a.m. peak hour and p.m. peak hour ramp junction traffic volumes presented in Figure 15 and Figure 16.

ROADWAY IMPROVEMENTS
The EPAP No Project condition assumes roadway improvements associated with previouslyapproved land use development projects, and approved roadway improvement projects. These near-term roadway improvements were identified in the NorCal Logistics Center – Draft Environmental Impact Report (Project File No. P12-110) (City of Stockton 2014), and the Draft Environmental Impact Report - Mariposa Lakes Specific Plan - State Clearinghouse #2006022035 (City of Stockton 2007) and the Public Review Draft Environmental Impact Report for the Sanchez-Hoggan Annexation (City of Stockton 2020). The improvements include, for example, construction of a fourth leg at the intersection of Mariposa Road & Austin Road, which is associated with the Sanchez-Hoggan development project.

The resulting lane geometrics assumed for EPAP No Project conditions are shown in Figure 13 and Figure 14 and in Table 9.

Exhibit 1 - Final Environmental Impact Report
1377
7 Mariposa Rd / Stagecoach Rd
8 Mariposa Rd / Munford Ave
9 Mariposa Rd / Carpenter Rd
1 Golden Gate Ave / SR 99 SB Ramps
4 Mariposa Rd / SR 99 West Frontage Rd
2 Golden Gate Ave / SR 99 NB Ramps
5 Mariposa Rd / SR 99 SB Ramps
3 Mariposa Rd / 8th St / Farmington Rd
6 Mariposa Rd / SR 99 NB Ramps
KD Anderson & Associates, Inc.

Transportation Engineers
figure 13

EPAP NO PROJECT

INTERSECTION TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
29 (56)43 (63)154 (120)
(27) 12(88) 83
(276) 276
366 (197)298 (500)
61 (44)
168 (220)
(207) 123
(375) 118
(23) 13
(326) 240
(132) 26(114) 69
576 (642)
103 (77)
(695) 565
(52) 92
138 (242)0 (0)45 (27)
(191) 218
(97) 188
645 (880)
210 (402)
(810) 862
(566) 489
752 (451)511 (448)
61 (138)
390 (462)
(867) 753
(310) 234 172 (194) 40 (121)
522 (546)
57 (80)
(306) 113
(589) 324
N.T.S.

Stop Sign
Legend
AM Peak Hour Volume
R1-1
XX
(XX) PM Peak Hour Volume
Signalized Intersection
“Free” Right Turn
Future Roadway
Exhibit 1 - Final Environmental Impact Report
1378
10 Austin Rd / Mariposa Rd
13 Arch Airport Rd/ SR 99
11 Austin Rd/ Arch Rd
14 Mariposa Rd / Northwest Project Dwy
12 Arch Airport Rd/ Qantas Ln
15 Mariposa Rd / Southeast Project Dwy
KD Anderson & Associates, Inc.

Transportation Engineers
figure 14

EPAP NO PROJECT

INTERSECTION TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
85 (92)1 (1)588 (767)
(2) 0
(1) 1
(13) 5
925 (351)
1469 (1111)
14 (16)
(50) 89
(1434) 1009
(2) 3
135 (165)237 (49)24 (12)
(221) 140
(284) 97
(8) 10
7 (31)
43 (21)
2 (6)
(121) 161
(41) 22
(122) 320
1291 (483)1685 (592)
(319) 648
(322) 624
647 (1593)
504 (657)
363 (576)
(1004) 485
(559) 686
(683) 385
N.T.S.

Stop Sign
Legend
AM Peak Hour Volume
R1-1
XX
(XX) PM Peak Hour Volume
Signalized Intersection
“Free” Right Turn
Future Roadway
189 (402)2 (1)36 (83)
(167) 27
(2) 1
(14) 2
124 (26)
479 (191)
17 (7)
(176) 361
(526) 160
(82) 210
Exhibit 1 - Final Environmental Impact Report
1379
Table 9. Roadway Segment Level of Service -
Existing Plus Approved Projects (EPAP) No Project Conditions Number Daily Daily V/C Level of
Roadway Segment of Lanes Capacity Volume Ratio Service
101. SR 99 - North of 8 172,800 110,947 0.64 C
Crosstown Freeway (SR 4)
102. Crosstown Freeway - 8 172,800 117,127 0.68 C
West of SR 99
103. SR 99 - Between Crosstown Fwy 8 172,800 120,768 0.70 C and Golden Gate Avenue
104. SR 99 - Between 8 172,800 119,541 0.69 C
Golden Gate Ave and Mariposa Rd
105. Mariposa Road - Between 2 17,300 25,552 1.48 F
SR 99 and 8th St./Farmington Rd
106. Mariposa Road - Between 4 38,200 16,570 0.43 A
Carpenter Road and SR 99
107. Mariposa Road - Between the 4 38,200 15,285 0.40 A Project Site and Carpenter Road
108. Mariposa Road - 4 38,200 15,285 0.40 A
Southeast of the Project Site
109. Mariposa Road - 4 38,200 11,039 0.29 A
East of Austin Road
110. SR 99 - Between Mariposa Road 6 129,600 95,887 0.74 D and Arch-Airport Road
111. Arch-Airport Road - 6 59,300 50,887 0.86 E
Between Qantas Lane and SR 99
112. SR 99 - 6 129,600 85,077 0.66 C
South of Arch-Airport Road
__________________________
Notes: "SR" = State Route. "V/C Ratio" = volume-to-capacity ratio.

Exhibit 1 - Final Environmental Impact Report
1380
201
SR 99 Southbound Weave Area
Between Crosstown Freeway And Fremont St
204
SR 99 at Golden Gate Avenue
Southbound Off-Ramp Diverge
207
SR 99 Northbound Weave Area
Between Mariposa Rd and Golden Gate Ave
202
SR 99 Northbound Weave Area
Between Crosstown Freeway And Fremont St
205
SR 99 at Golden Gate Avenue
Northbound On-Ramp Merge
208
SR 99 at Mariposa Rd
Southbound On-Ramp (Slip) Merge
203
SR 99 Northbound
At Crosstown Freeway Off-Ramp Diverge
206
SR 99 Southbound Weave Area
Between Mariposa Rd and Golden Gate Ave
209
SR 99 at Mariposa Rd
Northbound Off-Ramp Diverge
KD Anderson & Associates, Inc.

Transportation Engineers
figure 15

EPAP NO PROJECT FREEWAY RAMP MERGE, DIVERGE,

AND WEAVE AREA TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
(4637) 3043 3890 (5783)
4789 (5329)
(3478) 5209
N.T.S.

Legend
XX AM Peak Hour Volume
(XX) PM Peak Hour Volume
Number of Arrows Indicate
Number of Lanes
Weave Area Auxillary Lane
(361) 282
(1892) 1565
4336 (6152) 3053 (4621)
4657 (4257)
332 (398)
710 (539)
(4254) 4628 (4113) 4250
4758 (5262) 4715 (5281)
(500) 350 (481) 393
(5162) 6934 (3938) 4633
Exhibit 1 - Final Environmental Impact Report
1381
210
SR 99 at Arch-Airport Rd
Southbound Off-Ramp Diverge
213
SR 99 at Arch-Airport Rd
Northbound Off-Ramp Diverge
211
SR 99 at Arch-Airport Rd
Northbound On-Ramp Merge
212
SR 99 Northbound
At Crosstown Freeway Off-Ramp Diverge
KD Anderson & Associates, Inc.

Transportation Engineers
figure 16

EPAP NO PROJECT FREEWAY RAMP MERGE, DIVERGE,

AND WEAVE AREA TRAFFIC VOLUMES

AND LANE CONFIGURATIONS
0780-18 RA 7/9/2021
3164 (3472)
(2713) 2467
3164 (3472)
(2713) 2467
N.T.S.

Legend
XX AM Peak Hour Volume
(XX) PM Peak Hour Volume
Number of Arrows Indicate
Number of Lanes
Weave Area Auxillary Lane
Exhibit 1 - Final Environmental Impact Report
1382

INTERSECTION LEVELS OF SERVICE
Table 10 presents the a.m. peak hour and p.m. peak hour LOS at each study intersection under EPAP No Project conditions. The worksheets presenting the calculation of LOS are included in the technical appendix.

Traffic volumes under EPAP No Project conditions would be generally higher than under Existing Conditions and, as a result, vehicle delay at study intersections under EPAP No Project conditions would be higher than under Existing Conditions.

Under EPAP No Project conditions, LOS at 10 of the 13 study intersections would be at acceptable LOS D or better during both the a.m. peak hour and the p.m. peak hour. No improvements are needed at these 10 intersections to achieve acceptable LOS. The following describes the three study intersections that would operate at unacceptable LOS under EPAP No Project conditions.

3. Mariposa Road & 8th Street/Farmington Road
Under EPAP No Project conditions, the intersection of Mariposa Road & 8th Street/Farmington Road would operate at LOS F with 94.9 seconds of delay during the a.m. peak hour, and LOS F with 130.0 seconds of delay during the p.m. peak hour. LOS F is considered unacceptable. The following improvement is recommended:
ƒ Split the northeastbound combined through/right-turn lane into an exclusive northeastbound through lane and a “free” northeastbound-to-southeastbound rightturn lane.

The above improvement would be consistent with the recommended improvement (described below) for Roadway Segment 105, Mariposa Road Between SR 99 and 8th Street/Farmington Road, to widen the portions of this roadway segment which are one lane in each direction to two lanes in each direction. The added southeastbound departure lane on Mariposa Road would serve vehicles departing the “free” northeastbound-to-southeastbound right-turn lane at this intersection.

The existing northeastbound combined through/right-turn lane is approximately 23 to 24 feet wide and the single southwestbound departure lane is approximately 21 to 22 feet wide. As a result, the existing pavement width on the southwest leg of this intersection is considered wide enough to accommodate the above improvement.

As shown in Table 11, implementation of the above recommended improvement would improve traffic operations to LOS D with 38.2 seconds of delay in the a.m. peak hour and LOS E with 64.3 seconds of delay in the p.m. peak hour. As described in the General Plan Policy Consistency Criteria section of this traffic impact study, LOS D and E at this intersection are considered acceptable.

Exhibit 1 - Final Environmental Impact Report
1383
Table 10. Intersection Level of Service -
Existing Plus Approved Projects (EPAP) No Project Conditions Signal AM Peak PM Peak
Study Intersections Control Met? LOS Delay LOS Delay
1 Golden Gate Avenue & SR 99 Southbound Ramps Signal B 14.1 B 15.9 2 Golden Gate Avenue & SR 99 Northbound Ramps Signal B 15.6 C 23.2 3 Mariposa Road & 8th Street/Farmington Road Signal F 94.9 F 130.0 4 Mariposa Road & SR 99 West Frontage Road Signal B 13.7 B 14.2 5 Mariposa Road & SR 99 Southbound Ramps Signal B 12.7 B 12.1 6 Mariposa Road & SR 99 Northbound Ramps Signal B 10.1 A 9.9 7 Mariposa Road & Stagecoach Road Signal B 19.8 B 19.3
8 Mariposa Road & Munford Avenue Signal B 12.7 B 17.8
9 Mariposa Road & Carpenter Road Unsig Yes A 1.8 A 6.3
10 Mariposa Road & Austin Road Signal C 32.7 D 38.7
11 Arch Road & Austin Road Signal D 43.1 D 38.4
12 Arch-Airport Road & Qantas Lane Signal E 60.0 C 27.8 13 Arch Road & SR 99 Signal F 195.4 E 69.5
14 Mariposa Road & Northwest Project Driveway - - - - - - - - - - 15 Mariposa Road & Southeast Project Driveway - - - - - - - - - - ______________________________________________
Notes: LOS = Level of Service. "Inters. Control" = Type of intersection control. "Signal" = Signalized light control. "Unsig" = Unsignalized stop-sign control.

Delay is measured in seconds per vehicle.

Per City of Stockton guidelines, intersection average delay is reported for all intersections, including unsignalized intersections.

Dashes ( "- -" ) indicate intersection not present under this scenario.

Inters. Warrant
Exhibit 1 - Final Environmental Impact Report
1384
Table 11. Intersection Level of Service -
Existing Plus Approved Projects (EPAP) No Project Conditions With Recommended Improvements
AM Peak PM Peak
Study Intersections Control LOS Delay LOS Delay
3 Mariposa Road & 8th Street/Farmington Road Signal D 38.2 E 64.3 12 Arch-Airport Road & Qantas Lane Signal C 31.6 C 26.8 ______________________________________________
Notes: LOS = Level of Service. "Inters. Control" = Type of intersection control. "Signal" = Signalized light control.

Delay is measured in seconds per vehicle.

Per City of Stockton guidelines, intersection average delay is reported for all intersections.

Inters.

12. Arch-Airport Road & Qantas Lane
Under EPAP No Project conditions, the intersection of Arch-Airport Road & Qantas Lane would operate at LOS E with 60.0 seconds of delay during the a.m. peak hour, and LOS C with 27.8 seconds of delay during the p.m. peak hour. LOS E is considered unacceptable. The following improvement is recommended:
ƒ Change the signal timing to include overlap phasing on the northwestbound-tonortheastbound right-turn movement.

As shown in Table 11, implementation of the above recommended improvement would improve traffic operations to LOS C with 31.6 seconds of delay in the a.m. peak hour and LOS C with 26.8 seconds of delay in the p.m. peak hour. LOS C is considered acceptable.

13. Arch Road & SR 99
Under EPAP No Project conditions, the intersection of Arch Road & SR 99 would operate at LOS F with 195.4 seconds of delay during the a.m. peak hour, and LOS E with 69.5 seconds of delay during the p.m. peak hour. LOS E and F are considered unacceptable.

Exhibit 1 - Final Environmental Impact Report
1385
The unacceptable LOS at this intersection under EPAP No Project conditions would be due to increases in traffic volume along Arch Road, and on the SR 99 interchange ramps. Improvement of LOS at this intersection to acceptable LOS would require re-structuring of the interchange facility.

Reconstruction of the Arch–Airport Road interchange on SR 99, including additional eastbound and westbound through lanes would be required to achieve acceptable LOS. The EPAP No Project scenario is considered a near-term condition, and reconstruction of the interchange in the near-term future is not considered feasible. Therefore, improvements at this intersection are not recommended.

ROADWAY SEGMENT LEVELS OF SERVICE
Table 9 presents a summary of LOS on the 12 study roadway segments under EPAP No Project conditions. 10 of the 12 roadway segments would operate at acceptable LOS D or better. No improvements are needed on these 10 roadway segments to achieve acceptable LOS. The following describes the two study roadway segments that would operate at unacceptable LOS under EPAP No Project conditions.
105. Mariposa Road Between SR 99 and 8th Street/Farmington Road Under EPAP No Project conditions, this roadway segment would operate at LOS F. This LOS is considered unacceptable. The following improvement is recommended:
ƒ Widen the portions of this roadway segment which are one lane in each direction to two lanes in each direction.

A summary of LOS with recommended improvements is presented in Table 12. With this recommended improvement, this roadway segment would operate at LOS C. This LOS is considered acceptable.

This improvement is also recommended under Existing Conditions. 111. Arch-Airport Road Between Qantas Lane and SR 99
Under EPAP No Project conditions, this roadway segment would operate at LOS E. This LOS is considered unacceptable. Widening of this roadway segment to add through lanes to improve LOS would require reconstruction of the Arch-Airport Road interchange on SR 99. The EPAP No Project scenario is considered a near-term condition, and reconstruction of the interchange in the near-term future is not considered feasible. Therefore, improvement to this roadway segment is not recommended.

Exhibit 1 - Final Environmental Impact Report
1386
Table 12. Roadway Segment Level of Service -
Existing Plus Approved Projects (EPAP) No Project Conditions With Recommended Improvements
Number Daily Daily V/C Level of
Roadway Segment of Lanes Capacity Volume Ratio Service
105. Mariposa Road - Between 4 38,200 25,552 0.67 C
SR 99 and 8th St./Farmington Rd
__________________________
Notes: "SR" = State Route. "V/C Ratio" = volume-to-capacity ratio.

RAMP JUNCTION LEVELS OF SERVICE
Figure 15 and Figure 16 presents a.m. peak hour and p.m. peak hour traffic volumes at the study ramp junctions under EPAP No Project conditions. Table 13 presents the a.m. peak hour and p.m. peak hour LOS at each study ramp junction under EPAP No Project conditions. The worksheets presenting the calculation of LOS are included in the technical appendix.

Traffic volumes under EPAP No Project conditions would be generally higher than under Existing Conditions and, as a result, vehicle density at study ramp junctions under EPAP No Project conditions would be higher than under Existing Conditions.

Under EPAP No Project conditions, LOS at 10 of the 13 study ramp junctions would be at acceptable LOS D or better during both the a.m. peak hour and the p.m. peak hour. No improvements are needed at these 10 ramp junctions to achieve acceptable LOS.

The following three ramp junction areas would operate at unacceptable LOS under EPAP No Project conditions:
ƒ 201. SR 99 Southbound Weave Area Between Fremont Street and Crosstown Freeway would operate at LOS F during the a.m. peak hour, ƒ 205. SR 99 at Golden Gate Avenue Northbound On-Ramp Merge would operate at LOS F during the p.m. peak hour, and
ƒ 211. SR 99 at Arch-Airport Road Northbound On-Ramp Merge would operate at LOS E in the p.m. peak hour.

Exhibit 1 - Final Environmental Impact Report
1387
Table 13. State Route 99 Ramp Merge, Diverge, and Weave Level of Service - Existing Plus Approved Projects (EPAP) No Project Conditions AM Peak Hour PM Peak Hour
Freeway Ramp Freeway Ramp
Ramp Junction Volume Volume Density LOS Volume Volume Density LOS 201 SB Weave Between 6,934 503 > Capacity F 5,162 345 26.6 C Fremont St & Crosstown Fwy 4,633 2,804 3,938 1,569
202 NB Weave Between 4,336 282 21.9 C 6,152 361 32.1 D
Crosstown Fwy & Fremont St 3,053 1,565 4,621 1,892
203 NB at Crosstown Fwy Off-Ramp 3,043 2,764 < 10 A 4,637 2,111 < 10 A 204 Golden Gate Ave SB Off-Ramp 4,657 564 < 10 A 4,257 627 < 10 A 205 Golden Gate Ave NB On-Ramp 4,789 571 26.5 C 5,329 784 31.6 F 206 SB Weave Between 4,628 332 23.7 C 4,254 398 22.1 C
Golden Gate Ave & Mariposa Rd 4,250 710 4,113 539
207 NB Weave Between 4,758 350 24.5 C 5,262 500 28.0 D
Mariposa Rd & Golden Gate Ave 4,715 393 5,281 481
208 Mariposa Rd SB On-Ramp (Slip) 5,209 234 26.5 C 3,478 310 17.8 B 209 Mariposa Rd NB Off-Ramp 3,890 406 24.7 C 5,783 287 33.2 D 210 Arch-Airport Rd SB Off-Ramp 2,467 2,976 < 10 A 2,713 1,075 < 10 A 211 Arch-Airport Rd NB On-Ramp 3,164 1,132 22.3 C 3,472 2,597 35.9 E 212 Arch-Airport Rd SB On-Ramp 2,467 748 16.5 B 2,713 1,259 22.0 C 213 Arch-Airport Rd NB Off-Ramp 3,164 1,272 22.9 C 3,472 641 23.0 C _____________________________________________
Notes: "LOS" = Level of Service. "NB" = Northbound. "SB" = Southbound.

Density is expressed in passenger cars per mile per lane. "> Capacity" = volume-to-capacity ratio greater than 1.0.

For weave areas, north freeway and ramp volumes are listed first and south volumes are listed second.

Exhibit 1 - Final Environmental Impact Report
1388
201. SR 99 Southbound Weave Area Between Fremont Street and Crosstown Freeway LOS F at the SR 99 Southbound Weave Area Between Fremont Street and Crosstown Freeway is considered unacceptable. Reconstruction of the Fremont Street and Crosstown Freeway interchanges on SR 99, including the addition of lanes on mainline SR 99, would be required to achieve acceptable LOS at this weave area. The EPAP No Project scenario is considered a nearterm condition, and reconstruction of this weave area in the near-term future is not considered feasible. In addition, existing land use adjacent to SR 99 and the location of the two interchanges results in improvements to the weave area being considered not feasible.

Therefore, improvements to this weave area are not recommended. 205. SR 99 at Golden Gate Avenue Northbound On-Ramp Merge LOS F at the Golden Gate Avenue Northbound On-Ramp Merge is considered unacceptable.

Reconstruction of the Golden Gate Avenue interchange on SR 99, including the addition of lanes on mainline SR 99, would be required to achieve acceptable LOS at this ramp junction. The EPAP No Project scenario is considered a near-term condition, and reconstruction of the interchange in the near-term future is not considered feasible. Therefore, improvements to this ramp junction area are not recommended.
211. SR 99 at Arch-Airport Road Northbound On-Ramp Merge LOS E at the Arch-Airport Road Northbound On-Ramp Merge is considered unacceptable.

Reconstruction of the Arch–Airport Road interchange on SR 99, including the addition of lanes on mainline SR 99, would be required to achieve acceptable LOS at this ramp junction. The EPAP No Project scenario is considered a near-term condition, and reconstruction of the interchange in the near-term future is not considered feasible. Therefore, improvements to this ramp junction area are not recommended.

Exhibit 1 - Final Environmental Impact Report
1389

EXISTING PLUS APPROVED PROJECTS

PLUS MARIPOSA INDUSTRIAL PARK PROJECT IMPACTS
The EPAP Plus Mariposa Industrial Park Project scenario is a near-term future condition with the proposed project. This condition is also referred to in this traffic impact study as EPAP Plus Project conditions.

The development of the Mariposa Industrial Park project would result in vehicle traffic to and from the project site. The amount of additional traffic on a particular section of the street network depends on three factors:
ƒ Trip Generation, the number of new trips generated by the project, ƒ Trip Distribution, the direction of travel for the new traffic, and ƒ Trip Assignment, the specific routes used by the new traffic.

Each of these three factors is described below.

TRIP GENERATION
Development of the Mariposa Industrial Park project would generate new vehicle trips and potentially affect traffic operations on study facilities. The number of vehicle trips expected to be generated by the proposed project has been estimated using typical trip generation rates that have been developed based on the nature and size of project land uses. Trip generation rates developed for the City of Stockton (McDowell pers. comm.) were applied for this traffic impact study. These rates have been applied by the City for other projects in the southeast Stockton area (City of Stockton 2014, and Tellez pers. comm.) with land uses similar to the Mariposa Industrial Park project.

The trip generation rates used in this traffic impact study are presented in Table 14. The trip generation rates are applied to the amount of project-related land uses. The resulting trip generation estimates are presented in Table 15. As shown in Table 15, the Mariposa Industrial Park project would generate an estimated 12,370 vehicle trips per day, with 651 trips during the a.m. peak hour and 796 trips during the p.m. peak hour.

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