Air Quality/Greenhouse Gas Analysis for the Green Valley Tentative Tract Map No and Project, City of Perris

WO: 2015-0185 Technical Memorandum To: Kenneth Phung, City of Perris From: Eliza Laws, Senior Environmental Analyst Jillian Feyk-Miney, Assistant Environmental Analyst Date: February 22, 201 Re: Air Quality/Greenhouse Gas Analysis for the Green Valley Tentative Tract Map No.3988 and 3989 Project, City of Perris The following air quality assessment was prepared to evaluate whether the expected criteria air pollutant emissions generated as a result of construction and operation of the proposed Project would cause exceedances of the South Coast Air Quality Management District s (SCAQMD) thresholds for air quality in the Project area. The greenhouse gas (GHG) assessment was prepared to evaluate whether the expected criteria GHG emissions generated as a result of construction and operation of the proposed Project would exceed the SCAQMD draft screening significance thresholds. This assessment was conducted within the context of the California Environmental Quality Act (CEQA, California Public Resources Code Sections 21000 et seq.). The methodology follows the CEQA Air Quality Handbook prepared by the SCAQMD for quantification of emissions and evaluation of potential impacts to air resources. As recommended by SCAQMD staff, the California Emissions Estimator Model version 2013.2.2 (CalEEMod) was used to quantify Project-related emissions. The Project proposes development 320 single-family residential dwelling units on approximately 74.74 acres on the northwest corner of Murrieta Road and Ethanac Road, in the City of Perris, California. Two water quality basins will be constructed as part of the Project adjacent to, but outside the tract boundaries. The Project is within the Green Valley Specific Plan adopted in 1990. The Project analysis includes 39. acres of on- and off-site paving for a total Project acreage of 92.3. Regional Significance Thresholds The thresholds contained in the SCAQMD CEQA Air Quality Handbook 1 (SCAQMD 1993) are considered regional thresholds and are shown in Table 1 SCAQMD CEQA Daily Regional Significance Thresholds, below. These regional thresholds were developed based on the SCAQMD s treatment of a major stationary source. Table 1 SCAQMD CEQA Daily Regional Significance Thresholds Emission Threshold Units VOC NOX CO SOX PM-10 PM-2.5 Construction lbs/day 75 100 550 150 150 55 Operation 1 lbs/day 55 55 550 150 150 55 1 South Coast Air Quality Management District, CEQA Air Quality Handbook, November 1993. (Available at SCAQMD.) 1

Air quality impacts can be described in a short- and long-term perspective. Short-term impacts occur during site grading and Project construction and consist of fugitive dust and other particulate matter, as well as exhaust emissions generated by construction-related vehicles. Long-term air quality impacts occur once the Project is in operation. The Project will be required to comply with existing SCAQMD rules for the reduction of fugitive dust emissions. SCAQMD Rule 403 establishes these procedures. Compliance with this rule is achieved through application of standard best management practices in construction and operation activities, such as application of water or chemical stabilizers to disturbed soils, managing haul road dust by application of water, covering haul vehicles, restricting vehicle speeds on unpaved roads to 15 mph, sweeping loose dirt from paved site access roadways, cessation of construction activity when winds exceed 25 mph and establishing a permanent, stabilizing ground cover on finished sites. In addition, projects that disturb 50 or more acres or more of soil or move 5,000 cubic yards of materials per day are required to submit a Dust Control Plan or a Large Operation Notification Form to SCAQMD. Based on the size of this Project s disturbance area (approximately 3,000 cubic yards per day), a Dust Control Plan or a Large Operation Notification Form would not be required. Short-Term Analysis Short-term emissions from Project construction were evaluated using the CalEEMod version 2013.2.2 program. The estimated construction period for the proposed Project is approximately three years, beginning no sooner than September 201. The default parameters within CalEEMod were used and these default values reflect a worst-case scenario, which means that Project emissions are expected to be equal to or less than the estimated emissions. In addition to the default values used, assumptions relevant to model inputs for short-term construction emission estimates used are: Construction is anticipated to begin in September 201 with grading and end with paving and architectural coatings (painting): Construction Activity Start Date End Date Working Days Grading September 1, 201 August 31, 2017 21 days Building Construction September 1, 2017 April 30, 2020 95 days Paving December 1, 2017 February 1, 2018 45 days Architectural Coatings December 15, 2017 May 15, 2020 31 days The equipment to be used for each activity is shown below. Each piece of equipment is assumed to operate 8 hours per day: Construction Activity Off-Road Equipment Unit Amount Grading Excavators 4 Graders 2 Rubber Tired Dozers 2 Tractors/Loaders/Backhoes 3 Scrapers 4 Building Construction Cranes 2 Forklifts Generator Sets 2 Tractors/Loaders/Backhoes Welders 2 Paving Pavers 4 Paving Equipment 4 Rollers 4 Architectural Coatings Air Compressors 2 2

To evaluate Project compliance with SCAQMD Rule 403 for fugitive dust control, the Project utilized the mitigation option of watering the Project site three times daily which achieves a control efficiency of 1 percent for PM-10 and PM-2.5 emissions. Two (2) one-way vendor trips were added to the grading and paving activity to account for water truck trips. Approximately 92,120 cubic yards of soil will be imported during grading operations. The soil will be imported from Line A channel within the Specific Plan boundaries. The soil will be moved at a rate of 3,000 cubic yards per day using the construction equipment identified above and will not require the use of haul trucks. Off-site infrastructure improvements will also be required. Paving of a portion of Ethanac Road and Goetz Road is included in addition to the internal streets. Water, sewer, and storm drain extensions will be installed within these streets and is included in the emissions estimates. The results of this analysis are summarized below. Table 2 Unmitigated Estimated Maximum Daily Construction Emissions Activity SCAQMD Daily Construction Thresholds Peak Daily Emissions (lb/day) VOC NOX CO SO2 PM-10 PM-2.5 75 100 550 150 150 55 Grading-201 12.78 14.73 98.19 0.13 12.7 9.13 Grading-2017 12.02 13.4 93.32 0.13 12.1 8. Building Construction-2017 7.23 0.17 47.39 0.08 5.38 4.04 Building Construction-2018.2 53.03 45.38 0.08 4.75 3.45 Building Construction-2019 5.53 47.79 43.93 0.08 4.30 3.03 Building Construction-2020 4.99 43.38 42.81 0.08 3.93 2.8 Paving-2017.24 40.88 31.14 0.04 2.3 2.19 Paving-2018 5.4 34.59 30.53 0.04 2.23 1.82 Architectural Coatings-2017 8.11 5.93.15 0.01 0.72 0.53 Architectural Coatings-2018 8.01 5.44.00 0.01 0. 0.47 Architectural Coatings-2019 7.92 4.97 5.88 0.01 0.0 0.41 Architectural Coatings-2020 7.85 4.57 5.78 0.01 0.5 0.37 Maximum 1 21.58 14.73 98.19 0.13 12.7 9.13 Exceeds Threshold? No Yes No No No No Note: 1 Maximum emissions are the greater of grading alone in 201 or 2017, or the sum of building construction, architectural coating, and paving in 2017 or 2018, or the sum of building construction and architectural coating in 2019 or 2020 since these activities overlap. As shown in the table above, the emissions from construction of the Project are below the SCAQMD daily construction thresholds for all the criteria pollutants, except NO X during grading in 201 and 2017. Please see the subheading Recommended Mitigation Measures for mitigation that reduces the Project s construction emissions. Long-Term Analysis Long-term emissions are evaluated at build-out of a project. The Project is assumed to be operational in 2020. Mobile source emissions refer to on-road motor vehicle emissions generated from the Project s 3

traffic and based on the trip generation provided in the Project-specific Traffic Impact Analysis. 2 Area source emissions from the Project include stationary combustion emissions of natural gas used for space and water heating (shown in a separate row as energy), yard and landscape maintenance, consumer use of solvents and personal care products, and an average building square footage to be repainted each year. CalEEMod computes area source emissions based upon default factors and land use assumptions. CalEEMod defaults were utilized with the exception of fireplaces, which were assumed to be natural gas burning per SCAQMD Rule 445. In addition, the Project s energy emissions were adjusted to account for the increased efficiency related to the 2013 Title 24 standards. 3 Separate emissions were computed for both the summer and winter. Table 3 Estimated Daily Project Operation Emissions (Summer) Source Peak Daily Emissions (lb/day) VOC NOX CO SO2 PM-10 PM-2.5 SCAQMD Daily Thresholds 55 55 550 150 150 55 Area 14.07 0.31 2.52 0.00 0.57 0.57 Energy 0.25 2.17 0.92 0.01 0.18 0.18 Mobile 9.5 28.20 105.51 0.34 23.8.70 23.97 30.8 132.95 0.35 24.1 7.45 Exceeds Threshold? No No No No No No Note: Emissions reported as zero are rounded and not necessarily equal to zero. Table 4 Estimated Daily Project Operation Emissions (Winter) Source Peak Daily Emissions (lb/day) VOC NOX CO SO2 PM-10 PM-2.5 SCAQMD Daily Thresholds 55 55 550 150 150 55 Area 14.07 0.31 2.52 0.00 0.57 0.57 Energy 0.25 2.17 0.92 0.01 0.18 0.18 Mobile 9.39 29.3 99.10 0.32 23.8.70 23.71 31.84 12.54 0.33 24.1 7.45 Exceeds Threshold? No No No No No No Note: Emissions reported as zero are rounded and not necessarily equal to zero. Evaluation of the data presented on the above tables indicates that criteria pollutant emissions from operation of this Project will not exceed the SCAQMD regional daily thresholds for any pollutant during summer or winter. Localized Significance Threshold Analysis Background As part of the SCAQMD s environmental justice program, attention has been focused on localized effects of air quality. Staff at SCAQMD has developed localized significance threshold (LST) methodology 4 that can be used by public agencies to determine whether or not a project may generate significant adverse localized air quality impacts (both short- and long-term). LSTs represent the maximum emissions from a project that will not cause or contribute to an exceedance of the state ambient air quality standard, and are developed based on the ambient concentrations of that pollutant for each source receptor area (SRA). The Project is located in SRA 24. 2 Albert A. Webb Associates, Traffic Impact Analysis Green Valley (TR3988, TR3989) (DG 15-0000), October 2015. 3 The 2013 Title 24 standards are 25 percent more efficient for residential uses than the previous 2008 standards in CalEEMod. http://www.energy.ca.gov/releases/2012_releases/2012-05-31_energy_commission_approves_more_efficient_buildings_nr.html 4 South Coast Air Quality Management District, Final Localized Significance Threshold Methodology, Revised July 2008. (Available at http://www.aqmd.gov/home/regulations/ceqa/air-quality-analysis-handbook/localized-significance-thresholds, accessed December 3, 2015.) 4

Short-Term Analysis According to the LST methodology, only on-site emissions need to be analyzed. Emissions associated with vendor and worker trips are mobile source emissions that occur off site. The emissions analyzed under the LST methodology are NO 2, CO, PM-10, and PM-2.5. SCAQMD has provided LST lookup tables and sample construction scenarios 5 to allow users to readily determine if the daily emissions for proposed construction or operational activities could result in significant localized air quality impacts for projects five acres or smaller. Although the Project site is almost 75 acres, it is anticipated that an area of approximately five acres would be disturbed per day during construction. This Project design feature is included as MM AQ 2. Therefore, the sample construction scenario for the five-acre site was modified using Project-specific information such as the construction equipment usage information. The LST thresholds are estimated using the maximum daily disturbed area (in acres) and the distance of the Project to the nearest sensitive receptors (in meters). The closest sensitive receptors are the existing residences adjacent to the Project site off of Ethanac Road and Goetz Road. The closest receptor on the LST look-up tables is 25 meters. According to LST methodology, projects with boundaries closer than 25 meters to the nearest receptor should use the LSTs for receptors located at 25 meters. Therefore, a receptor distance of 25 meters (85 feet) was used. The results are summarized below. Table 5 LST Results for Daily Construction Emissions Pollutant LST Threshold for 5- acre at 25 meters Peak Daily Emissions (lb/day) NOX CO PM-10 PM-2.5 270 1,577 13 8 Grading 140. 80.2 10..7 Building Construction 5. 40.1 3.0 2.7 Paving 9.4 48.1 4.7 4.3 Exceeds Threshold? No No No No Emissions from construction of the Project will be below the LST established by SCAQMD for the Project. Long-Term Analysis This Project involves the construction of a residential development. According to SCAQMD LST methodology, LSTs would apply to the operational phase of a project, if the project includes stationary sources, or attracts mobile sources that may spend long periods queuing and idling at the site; such as warehouse/transfer facilities. The proposed Project does not include such uses. Therefore, due to the lack of stationary source emissions, no long-term LST analysis is needed. CO Hot Spots Analysis A carbon monoxide (CO) hot spot is a localized concentration of CO that is above the state or federal 1-hour or 8-hour ambient air quality standards (AAQS). Localized high levels of CO are associated with traffic congestion and idling or slow-moving vehicles. Based on the information presented below, a CO hot spot analysis is not needed to determine whether the addition of Project related traffic will contribute to an exceedance of either the state or federal AAQS for CO emissions in the Project area. 5 http://www.aqmd.gov/home/regulations/ceqa/air-quality-analysis-handbook/localized-significance-thresholds 5

The analysis prepared for CO attainment in the South Coast Air Basin by the SCAQMD can be used to assist in evaluating the potential for CO exceedances in the South Coast Air Basin. CO attainment was thoroughly analyzed as part of the SCAQMD s 2 Air Quality Management Plan (2 AQMP) and the Revised 1992 Federal Attainment Plan for Carbon Monoxide (1992 CO Plan). 7 As discussed in the 1992 CO Plan, peak carbon monoxide concentrations in the South Coast Air Basin are due to unusual meteorological and topographical conditions, and not due to the impact of particular intersections (2 AQMP Appendix V, p. V-4-32). Considering the region s unique meteorological conditions and the increasingly stringent CO emissions standards, CO modeling was performed as part of the 1992 CO Plan and subsequent plan updates and air quality management plans. In the 1992 CO Plan, a CO hot spot analysis was conducted for four busy intersections in Los Angeles at the peak morning and afternoon time periods. The intersections evaluated included: Long Beach Blvd. and Imperial Highway (Lynwood); Wilshire Blvd. and Veteran Ave. (Westwood); Sunset Blvd. and Highland Ave. (Hollywood); and La Cienega Blvd. and Century Blvd. (Inglewood). These analyses did not predict a violation of CO standards. The busiest intersection evaluated in the 1992 CO Plan and subsequent 2 AQMP was that at Wilshire Blvd. and Veteran Ave., which has a daily traffic volume of approximately 100,000 vehicles per day (2 AQMP Appendix V, Table 4-7). The Los Angeles County Metropolitan Transportation Authority (MTA) 8 evaluated the LOS in the vicinity of the Wilshire Blvd./Veteran Ave. intersection and found it to be level E at peak morning traffic and Level F at peak afternoon traffic (MTA, Exhibit 2-5 and 2-). Considering Project-related traffic as well as existing, ambient growth and cumulative conditions, the highest average daily trips would be 29,270 on Ethanac Road between Murrieta Road and Case Road-Barnett Road, 9 which is lower than the values studied by SCAQMD. Therefore, none of the roadway segments in the vicinity of the proposed Project site would have daily traffic volumes exceeding those at the intersections modeled in the 2 AQMP, nor would there be any reason unique to the meteorology to conclude that this intersection would yield higher CO concentrations if modeled in detail. Thus, the Project would not result in CO hot spots. Greenhouse Gas Analysis Greenhouse gases (GHG) are not presented in lbs/day like criteria pollutants; they are typically evaluated on an annual basis using the metric system. Additionally, unlike the criteria pollutants, GHG do not have adopted significance thresholds associated with them at this time. Several agencies, at various levels, have proposed draft GHG significance thresholds for use in CEQA documents. SCAQMD has been working on GHG thresholds for development projects. In December 2008, the SCAQMD adopted a threshold of 10,000 metric tonnes per year of carbon dioxide equivalents (MTCO 2E/yr) for stationary source projects where SCAQMD is the lead agency. The most recent draft proposal was in September 2010 10 and included significance thresholds for residential, commercial, and mixed-use projects at 3,500, 1,400, and 3,000 MTCO 2E/yr, respectively. Alternatively, a lead agency has the option to use 3,000 MTCO 2E/yr as a threshold for all non-industrial projects. Although both options are recommended by SCAQMD, a lead agency is advised to use only one option and to use it consistently. The SCAQMD significance thresholds also evaluate construction emissions by amortizing them over an expected project life of 30 years. SCAQMD, 2 Air Quality Management Plan, August 1, 2. (Available at http://www.aqmd.gov/home/library/clean-airplans/air-quality-mgt-plan/2-aqmp, accessed December 4, 2015.) 7 SCAQMD, Revision to the 1992 Carbon Monoxide Attainment Plan, September 1994. (Available at SCAQMD.) 8 Metropolitan Transportation Authority, 2 Congestion Management Plan for Los Angeles County, Adopted July 22, 2. (Available at http://www.metro.net/images/cmp_2.pdf, accessed December 4, 2015.) 9 Albert A. Webb Associates, Transportation Analysis Green Valley (TR3988, TR3989) (DG 15-0000), October 2015. 10 http://www.aqmd.gov/docs/default-source/ceqa/handbook/greenhouse-gases-(ghg)-ceqa-significance-thresholds/year-2008-2009/ghg-meeting-15/ghg-meeting-15-main-presentation.pdf?sfvrsn=2

The CalEEMod output results for construction-related GHG emissions present the GHG emissions estimates for the Project for CO 2, methane (CH 4), nitrous oxide (N 2O), and CO 2E. 11 Short-Term Analysis Construction-Related Emissions The CalEEMod model calculates GHG emissions from fuel usage by construction equipment and construction-related activities, like construction worker trips, for the Project. The CalEEMod estimate does not analyze emissions from construction-related electricity or natural gas. Construction-related electricity and natural gas emissions vary based on the amount of electric power used during construction and other unknown factors which make them too speculative to quantify. Table Project Construction Equipment GHG Emissions Year Metric Tons per year (MT/yr) CO2 CH4 N2O CO2E 201 510.0 0.15 0.00 513.74 2017 1,348.48 0.37 0.00 1,35.2 2018 1,040.81 0.20 0.00 1,044.93 2019 973.52 0.18 0.00 977.23 2020 323.2 0.0 0.00 324.48 4,19.7 0.9 0.00 4,21.4 Amortized 140.55 Evaluation of the table above indicates that an estimated 4,21.4 MTCO 2E will occur from Project construction equipment over the course of the estimated construction period. Since the draft SCAQMD GHG threshold Guidance document released in October 2008 12 recommends that construction emissions be amortized for a project lifetime of 30 years to ensure that GHG reduction measures address construction GHG emissions as part of the operational reduction strategies. Therefore, the total GHG emissions from Project construction were amortized and are included in Table 8, below. Long-Term Analysis Area Source Emissions CalEEMod estimates the GHG emissions associated with area sources which include landscape equipment emissions, architectural coating, consumer products, and hearths. Landscape equipment servicing the Project site create CO 2 resulting from fuel combustion based on the Project s land uses. Consumer products consist of consumer use of solvents and personal care products and architectural coatings consist of an average building square footage to be repainted each year. Table 8 summarizes the Project s area source emissions. Energy-Related Emissions CalEEMod estimates the GHG emissions associated with building electricity and natural gas usage (nonhearth) for each land use type. Electricity and natural gas used in buildings is typically generated at an off-site power plant which indirectly generates GHG emissions. The default energy usage values used in CalEEMod are based on the CEC sponsored California Commercial End Use Survey and Residential Appliance Saturation Survey studies and reflect 2008 Title 24 improvements (CalEEMod User s Guide, p. 30.). As stated above, the Project s emissions were adjusted to account for the new 2013 Title 24 standards which are 25 percent more efficient than the 2008 standards. The following table summarizes the GHG emissions estimates reported by CalEEMod for the Project. 11 CO2E is the sum of CO2 emissions estimated plus the sum of CH4 and N2O emissions estimated multiplied by their respective global warming potential (GWP). 12 http://www.aqmd.gov/docs/default-source/ceqa/handbook/greenhouse-gases-(ghg)-ceqa-significance-thresholds/year-2008-2009/ghg-meeting-/ghg-meeting--guidance-document-discussion.pdf?sfvrsn=2 7

Table 7 Energy-Related GHG Emissions Source Metric Tons per year (MT/yr) CO2 CH4 N2O CO2E Electricity 80.79 0.03 0.01 83.4 Natural Gas 457.87 0.01 0.01 40.5 1,138. 0.04 0.02 1,144.11 Note: Emissions reported as zero are rounded and not necessarily equal to zero. Mobile Source Emissions CalEEMod estimates the annual GHG emissions from Project-related vehicle usage based on trip generation data contained in defaults or in a project-specific traffic analyses. The weekday trip generation provided in the Project-specific Traffic Study was used and the remaining trip generation data contained in CalEEMod defaults was used herein. Table 8 shows the mobile source emissions from the Project. Solid Waste Emissions CalEEMod also calculates the GHG emissions associated with the disposal of solid waste into landfills based on default data contained within the model for waste disposal rates, composition, and the characteristics of landfills throughout the state. A large percentage of this waste will be diverted from landfills by a variety of means, such as reducing the amount of waste generated, recycling, and/or composting. The remainder of the waste not diverted will be disposed of at a landfill. This analysis assumes a solid waste diversion from the landfills consistent with data provided by the state. Conservatively, this was assumed as 51 percent for the City of Perris 13, the waste diversion rate reported for the year 2. Table 8 shows the solid waste emissions from the Project. Water-Related Energy Usage Electricity is also indirectly used in water supply, treatment, and distribution, as well as wastewater treatment in Southern California and plays a large role in GHG production. There are three processes necessary to supply potable water to urban users (i.e., residential, commercial, and industrial): (1) supply and conveyance of the water from the source; (2) treatment of the water to potable standards; and (3) distribution of the water to individual users. After use, the wastewater is treated and either reused as reclaimed/recycled water or returned to the environment. CalEEMod calculates the GHG emissions from these processes based on default emissions factors and water/wastewater generation rates for a project s location. Default values were used for electricity intensity factor associated with the supply and conveyance of water from its source which assumes that the water is being imported from Northern California. The Project s emissions were adjusted to account for the CalGreen building code which requires a 20 percent reduction in indoor water use and Eastern Municipal Water District s current requirement to reduce outdoor water usage by 30 percent. 14 Table 8 shows the GHG emissions from water-related energy usage for the Project. Project GHG Emissions As shown on Table 8 Project-Related GHG Emissions, using all the emissions quantified above, the total GHG emissions generated from the Project is approximately 5,47.23 MTCO 2E/yr which includes construction-related emissions amortized over a typical project life of 30 years. 13 CalRecycle, Perris Jurisdiction Diversion / Disposal Rate Detail, 2. Available at: http://www.calrecycle.ca.gov/lgcentral/reports/diversionprogram/jurisdictiondiversion.aspx, accessed November 25, 2015. 14 30 percent is conservative based on Stage 4 drought conditions.(http://www.emwd.org/use-water-wisely/california-drought) 8

Table 8 Project-Related GHG Emissions Source Metric Tons per year (MT/yr) CO2 CH4 N2O CO2E Amortized Construction -- -- -- 140.55 Area 82.23 0.01 0.00 82.81 Energy 1,138. 0.04 0.02 1,144.11 Mobile 3,903.44 0.12 0.00 3,905.8 Solid Waste 37.31 2.21 0.00 83.2 Water 94.54 0.55 0.01 110.28 5,25.18 2.93 0.03 5,47.23 Note: Emissions reported as zero are rounded and not necessarily equal to zero. The total GHG emissions from the Project are not below the SCAQMD recommended screening level of 3,000 MTCO 2E/yr for non-industrial projects under Option 2. Therefore, the proposed Project will exceed the draft GHG screening threshold provided by SCAQMD. However, the Project is within and consistent with the Green Valley Specific Plan Environmental Impact Report (EIR) (SCH No. 89032707) which was certified by the Perris City Council March 5, 1990. The certified EIR did not include analysis of these threshold questions for GHG emissions. This is because when the EIR was prepared the City's environmental assessment form and the CEQA Guidelines did not include these threshold questions specifically related to GHG. The proposed Project is consistent with the Specific Plan that was evaluated in the EIR. The EIR evaluated the potential air quality impacts from the development of the entire Specific Plan, including the 320 units proposed by the Project. The EIR emissions estimates were calculated using methodology approved by the South Coast Air Quality Management District. The EIR found that the emissions exceeded thresholds, but would be mitigated to less than significant levels with implementation of mitigation. As outlined in recent CEQA case law regarding Citizens for Responsible Equitable Environmental Development (CREED) v. City of San Diego the Court [CREED v. City of San Diego (2011), Super. Ct. No. 37-2009-00085307-CU-MC-CTL] new GHG thresholds are not considered new information for CEQA purposes. The case confirms that GHG emissions do not constitute new information or changed circumstances affecting an agency s ability to rely on an earlier EIR without the need for supplemental environmental review on the GHG issue. As noted by the court in CREED v. City of San Diego, the potential effects of GHG emissions on global climate have been documented since at least 1978. As the proposed Project is implementing the approved land use and has been determined to be consistent with the adopted Specific Plan and certified EIR, implementation of the Project will not result in new or greater impacts than what would have been disclosed in the EIR if the GHG threshold was included in the City s checklist at the time the EIR was prepared. Recommended Mitigation Measures The following mitigation measures are recommended to reduce NO X emissions from Project construction: MM AQ 1: During the grading, heavy-duty construction equipment shall be United States Environmental Protection Agency Tier 2 certified. Proof of compliance shall be reviewed by the City Building Division prior to issuance of a grading permit. MM AQ 2: During grading, the daily disturbance area shall be limited to five acres. The daily disturbance area shall be included in the grading specifications and shall be reviewed by the City Building prior to issuance of grading permits. Impacts after Mitigation Implementation of mitigation measures MM AQ 1 and MM AQ 2 will reduce the Project s short-term construction-related emissions. MM AQ 1 has quantitative reductions associated with it available in 9

CalEEMod. The mitigated emissions are shown in Table 9, below, and indicate that NO X emissions from the grading activities will be reduced below the SCAQMD thresholds. Table 9 Mitigated Estimated Daily Construction Emissions Peak Daily Emissions (lb/day) Activity VOC NOX CO SO2 PM-10 PM-2.5 SCAQMD Daily Construction Thresholds 75 100 550 150 150 55 Grading-201 4.38 99.99 7.09 0.13 8.77 5.73 Grading-2017 4.29 99.32 75.80 0.13 8.71 5.7 Exceeds Threshold? No No No No No No With implementation of MM AQ 1, NO X emissions associated with grading activities will be reduced below thresholds. Conclusion The conclusion of this analysis indicates that construction and operation of the proposed Project will not exceed criteria pollutant thresholds established by SCAQMD on a regional or localized level after implementation of recommended mitigation measures. In addition, the Project will not create a CO hot spot. The Project will, however, exceed the draft GHG screening threshold recommended by SCAQMD. However, the Project will not result in new or greater impacts than what would have been disclosed in the EIR if the GHG threshold was included in the City s checklist at the time the EIR was prepared. Should you have any questions, please contact me at (951) 8-1070. 10

CALEEMOD OUTPUT FILES

Page 1 of 39 Date: 2/18/201 10:59 AM 1.0 Project Characteristics 1.1 Land Usage Green Valley Riverside-South Coast County, Summer Land Uses Size Metric Lot Acreage Floor Surface Area Population Other Asphalt Surfaces 0.00 39.0 0 Single Family Housing 320.00 Dwelling Unit 52.70 57,000.00 915 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.4 Precipitation Freq (Days) 28 Climate Zone 10 Operational Year 2020 Utility Company Southern California Edison CO2 Intensity (lb/mwhr) 30.89 CH4 Intensity 0.029 (lb/mwhr) N2O Intensity (lb/mwhr) 0.00 1.3 User Entered Comments & Non-Default Data

Page 2 of 39 Date: 2/18/201 10:59 AM Project Characteristics - Land Use - Per JG email. 22 onsite paved rds 17. offsite Construction Phase - Per JG & SH & City emails Off-road Equipment - 8 hour work days Off-road Equipment - 8 hr work days, double equip per SH email Off-road Equipment - Per SH email Off-road Equipment - double equip per SH email Trips and VMT - In compliance w/ Rule 403, 2 trips added for water truck trips Grading - z Vehicle Trips - TIA Table 4-1 Woodstoves - 100% natural gas fireplace per rule 455 Land Use Change - Construction Off-road Equipment Mitigation - Water 3x per day. Tier 2 grading equip Mobile Land Use Mitigation - Area Mitigation - all natural gas fireplaces per Rule 445 Energy Mitigation - Per 2013 Title 24 standards Water Mitigation - Waste Mitigation - Per City of Perris 2 Diversion Rate Table Name Column Name Default Value New Value tblconstequipmitigation NumberOfEquipmentMitigated 0.00 4.00 tblconstequipmitigation NumberOfEquipmentMitigated 0.00 2.00 tblconstequipmitigation NumberOfEquipmentMitigated 0.00 2.00 tblconstequipmitigation NumberOfEquipmentMitigated 0.00 4.00 tblconstequipmitigation Tier No Change Tier 2 tblconstequipmitigation Tier No Change Tier 2 tblconstequipmitigation Tier No Change Tier 2 tblconstequipmitigation Tier No Change Tier 2

Page 3 of 39 Date: 2/18/201 10:59 AM tblconstructionphase NumDays 110.00 31.00 tblconstructionphase NumDays 1,550.00 95.00 tblconstructionphase NumDays 155.00 21.00 tblconstructionphase NumDays 110.00 45.00 tblconstructionphase PhaseEndDate 7/3/2020 5/15/2020 tblconstructionphase PhaseEndDate 7/2/2020 2/1/2018 tblconstructionphase PhaseStartDate 2/2/2018 12/15/2017 tblconstructionphase PhaseStartDate 5/1/2020 12/1/2017 tblfireplaces FireplaceWoodMass 1,019.20 0.00 tblfireplaces NumberGas 272.00 320.00 tblfireplaces NumberNoFireplace 32.00 0.00 tblfireplaces NumberWood 1.00 0.00 tblgrading AcresOfGrading 1,305.00 387.50 tbllanduse LotAcreage 103.90 52.70 tbloffroadequipment OffRoadEquipmentUnitAmount 1.00 2.00 tbloffroadequipment OffRoadEquipmentUnitAmount 1.00 2.00 tbloffroadequipment OffRoadEquipmentUnitAmount 2.00 4.00 tbloffroadequipment OffRoadEquipmentUnitAmount 3.00.00 tbloffroadequipment OffRoadEquipmentUnitAmount 1.00 2.00 tbloffroadequipment OffRoadEquipmentUnitAmount 1.00 2.00 tbloffroadequipment OffRoadEquipmentUnitAmount 2.00 4.00 tbloffroadequipment OffRoadEquipmentUnitAmount 2.00 4.00 tbloffroadequipment OffRoadEquipmentUnitAmount 2.00 4.00 tbloffroadequipment OffRoadEquipmentUnitAmount 1.00 2.00 tbloffroadequipment OffRoadEquipmentUnitAmount 2.00 4.00 tbloffroadequipment OffRoadEquipmentUnitAmount 3.00.00 tbloffroadequipment OffRoadEquipmentUnitAmount 2.00 3.00 tbloffroadequipment OffRoadEquipmentUnitAmount 1.00 2.00

Page 4 of 39 Date: 2/18/201 10:59 AM tbloffroadequipment UsageHours.00 8.00 tbloffroadequipment UsageHours 7.00 8.00 tbloffroadequipment UsageHours 7.00 8.00 tblprojectcharacteristics OperationalYear 2014 2020 tbltripsandvmt VendorTripNumber 0.00 2.00 tbltripsandvmt VendorTripNumber 0.00 2.00 tblvehicletrips WD_TR 9.57 9.52 tblwoodstoves NumberCatalytic 1.00 0.00 tblwoodstoves NumberNoncatalytic 1.00 0.00 tblwoodstoves WoodstoveDayYear 25.00 0.00 tblwoodstoves WoodstoveWoodMass 999.0 0.00 2.0 Emissions Summary

Page 5 of 39 Date: 2/18/201 10:59 AM 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Year lb/day lb/day 201 12.7795 14.7122 98.1929 0.1258 14.050.9238 20.9798.907.399 13.27 0.0000 12,970.18 12 2017 21.5799 13.44 93.315 0.1400 14.050.229 20.470.907.1985 12.8048 0.0000 13,513.33 28 2018 19.8947 92.9597 81.9179 0.1400 2.1043 5.5400 7.443 0.527 5.1891 5.7518 0.0000 13,294. 41 2019 13.4503 52.899 49.8090 0.0909 1.753 3.142 4.9025 0.4701 2.9741 3.4442 0.0000 8,32.379 4 2020 12.833 47.899 48.000 0.0909 1.753 2.7255 4.4818 0.4701 2.575 3.04 0.0000 8,170.231 80.5407 47.783 371.8355 0.587 33.7289 24.9584 58.4753 15.314 23.3081 38.3240 0.0000 5,274.78 91 12,970.18 12 13,513.33 28 13,294. 41 8,32.379 4 8,170.231 5,274.78 91 3.7908 0.0000 13,049.78 80 3.7882 0.0000 13,592.88 58 2.939 0.0000 13,35.33 79 1.4931 0.0000 8,357.733 4 1.477 0.0000 8,201.053 8 13.477 0.0000 5,557.79 89

Page of 39 Date: 2/18/201 10:59 AM 2.1 Overall Construction (Maximum Daily Emission) Mitigated Construction ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Year lb/day lb/day 201 4.3849 99.9710 7.088 0.1258 5.748 3.0282 8.778 2.745 2.975 5.7320 0.0000 12,970.18 12 2017 21.5799 10.8591 84.873 0.1400 5.748.229 8.7272 2.745.1985.713 0.0000 13,513.33 27 2018 19.8947 92.9597 81.9179 0.1400 2.1043 5.5400 7.443 0.527 5.1891 5.7518 0.0000 13,294. 41 2019 13.4503 52.899 49.8090 0.0909 1.753 3.142 4.9025 0.4701 2.9741 3.4442 0.0000 8,32.379 4 2020 12.833 47.899 48.000 0.0909 1.753 2.7255 4.4818 0.4701 2.575 3.04 0.0000 8,170.231 72.140 400.349 341.1010 0.587 17.1141 21.027 34.532 7.0320 19.9057 24.7359 0.0000 5,274.78 91 12,970.18 12 13,513.33 27 13,294. 41 8,32.379 4 8,170.231 5,274.78 91 3.7908 0.0000 13,049.78 80 3.7882 0.0000 13,592.88 58 2.939 0.0000 13,35.33 79 1.4931 0.0000 8,357.733 4 1.477 0.0000 8,201.053 8 13.477 0.0000 5,557.79 88 ROG NOx CO SO2 Bio- CO2 NBio-CO2 CO2 CH4 N20 CO2e Percent Reduction 10.42 1.01 8.27 0.00 49.2 15.1 40.95 54.09 14.0 35.4 0.00 0.00 0.00 0.00 0.00 0.00

Page 7 of 39 Date: 2/18/201 10:59 AM 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Area 14.09 0.304 2.5221 1.3900e- 0.5748 0.5748 0.5703 0.5703 0.0000,824.007 3,824.007 3 0.172 0.1242,8.221 2 Energy 0.3193 2.7282 1.109 0.0174 0.220 0.220 0.220 0.220 3,482.808 8 Mobile 9.477 28.194 105.5124 0.3448 23.3545 0.5031 23.857.2323 0.437.90 2,548.80 5 24.0338 31.2310 133.1954 0.33 23.3545 1.2985 24.530.2323 1.254 7.489 0.0000 3,855.2 2 3,482.808 8 2,548.80 5 3,855.2 2 0.08 0.039 3,504. 0.7427 2,54.40 30 0.9857 0.1881 3,934.2 89 Mitigated Operational ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Area 14.09 0.304 2.5221 1.3900e- 0.5748 0.5748 0.5703 0.5703 0.0000,824.007 3,824.007 3 0.172 0.1242,8.221 2 Energy 0.2535 2.13 0.9218 0.0138 0.1752 0.1752 0.1752 0.1752 2,75.534 9 Mobile 9.477 28.194 105.5124 0.3448 23.3545 0.5031 23.857.2323 0.437.90 2,548.80 5 23.980 30.91 132.953 0.300 23.3545 1.2530 24.075.2323 1.2091 7.4414 0.0000 3,138.34 87 2,75.534 9 2,548.80 5 3,138.34 87 0.0530 0.0507 2,782.35 5 0.7427 2,54.40 30 0.9719 0.1749 3,212.98 97

Page 8 of 39 Date: 2/18/201 10:59 AM ROG NOx CO SO2 Bio- CO2 NBio-CO2 CO2 CH4 N20 CO2e Percent Reduction 0.27 1.80 0.18 0.98 0.00 3.50 0.18 0.00 3.2 0.1 0.00 1.95 1.95 1.39.99 1.95 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Grading Grading 9/1/201 8/31/2017 5 21 2 Building Construction Building Construction 9/1/2017 4/30/2020 5 95 3 Paving Paving 12/1/2017 2/1/2018 5 45 4 Architectural Coating Architectural Coating 12/15/2017 5/15/2020 5 31 Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 387.5 Acres of Paving: 0 Residential Indoor: 1,1,400; Residential Outdoor: 388,800; Non-Residential Indoor: 0; Non-Residential Outdoor: 0 (Architectural Coating sqft) OffRoad Equipment

Page 9 of 39 Date: 2/18/201 10:59 AM Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Grading Excavators 4 8.00 12 0.38 Grading Graders 2 8.00 174 0.41 Grading Rubber Tired Dozers 2 8.00 255 0.40 Grading Scrapers 4 8.00 31 0.48 Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37 Building Construction Cranes 2 8.00 22 0.29 Building Construction Forklifts 8.00 89 0.20 Building Construction Generator Sets 2 8.00 84 0.74 Building Construction Tractors/Loaders/Backhoes 8.00 97 0.37 Building Construction Welders 2 8.00 4 0.45 Architectural Coating Air Compressors 2 8.00 78 0.48 Paving Pavers 4 8.00 125 0.42 Paving Paving Equipment 4 8.00 130 0.3 Paving Rollers 4 8.00 80 0.38 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Grading 15 38.00 2.00 0.00 14.70.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 18 115.00 34.00 0.00 14.70.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 2 23.00 0.00 0.00 14.70.90 20.00 LD_Mix HDT_Mix HHDT Paving 12 30.00 2.00 0.00 14.70.90 20.00 LD_Mix HDT_Mix HHDT 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Water Exposed Area

Page 10 of 39 Date: 2/18/201 10:59 AM 3.2 Grading - 201 Unmitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Dust 13.187 0.0000 13.187.7905 0.0000.7905 0.0000 0.0000 Off-Road 12.183 14.3724 95.822 0.1203.9179.9179.344.344 12,50.28 42 12.183 14.3724 95.822 0.1203 13.187.9179 20.535.7905.344 13.1549 12,50.28 42 12,50.28 42 12,50.28 42 3.7723 12,585.50 33 3.7723 12,585.50 33 Unmitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.015 0.178 0.1758 4.2000e- 0.012 3.200e- 0.0158 3.5900e- 3.0000e-.5900e- 42.250 42.250 2.7000e- 42.218 Worker 0.145 0.1719 2.1550 5.1000e- 0.4248 2.00e- 0.4274 0.1127 2.4400e- 0.1151 421.410 421.410 0.0182 422.0229 0.112 0.3398 2.3308 5.5200e- 0.4373 5.9200e- 0.4433 0.112 5.4400e- 0.1217 43.8971 43.8971 0.0185 44.2847

Page 11 of 39 Date: 2/18/201 10:59 AM 3.2 Grading - 201 Mitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Dust 5.3113 0.0000 5.3113 2.483 0.0000 2.483 0.0000 0.0000 Off-Road 4.2237 99.313 73.750 0.1203 3.0222 3.0222 2.921 2.921 0.0000 12,50.28 42 4.2237 99.313 73.750 0.1203 5.3113 3.0222 8.3335 2.483 2.921 5.104 0.0000 12,50.28 42 12,50.28 42 12,50.28 42 3.7723 12,585.50 33 3.7723 12,585.50 33 Mitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.015 0.178 0.1758 4.2000e- 0.012 3.200e- 0.0158 3.5900e- 3.0000e-.5900e- 42.250 42.250 2.7000e- 42.218 Worker 0.145 0.1719 2.1550 5.1000e- 0.4248 2.00e- 0.4274 0.1127 2.4400e- 0.1151 421.410 421.410 0.0182 422.0229 0.112 0.3398 2.3308 5.5200e- 0.4373 5.9200e- 0.4433 0.112 5.4400e- 0.1217 43.8971 43.8971 0.0185 44.2847

Page 12 of 39 Date: 2/18/201 10:59 AM 3.2 Grading - 2017 Unmitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Dust 13.187 0.0000 13.187.7905 0.0000.7905 0.0000 0.0000 Off-Road 11.8815 13.1401 91.212 0.1203.4055.4055 5.8930 5.8930 12,308.47 31 11.8815 13.1401 91.212 0.1203 13.187.4055 20.0241.7905 5.8930 12.835 12,308.47 31 12,308.47 31 12,308.47 31 3.7713 12,387.7 03 3.7713 12,387.7 03 Unmitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.0140 0.1522 0.140 4.2000e- 0.012 2.9200e- 0.0155 3.5900e- 2.900e-.2800e- 41.5425 41.5425 2.000e- 41.5481 Worker 0.1304 0.1543 1.9354 5.1000e- 0.4248 2.5800e- 0.4273 0.1127 2.3800e- 0.1150 404.9494 404.9494 0.017 405.2997 0.1445 0.305 2.0994 5.5200e- 0.4373 5.5000e- 0.4428 0.112 5.0700e- 0.1213 44.4919 44.4919 0.019 44.8478

Page 13 of 39 Date: 2/18/201 10:59 AM 3.2 Grading - 2017 Mitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Dust 5.3113 0.0000 5.3113 2.483 0.0000 2.483 0.0000 0.0000 Off-Road 4.1524 98.9977 73.997 0.1203 2.9571 2.9571 2.9022 2.9022 0.0000 12,308.47 31 4.1524 98.9977 73.997 0.1203 5.3113 2.9571 8.284 2.483 2.9022 5.5505 0.0000 12,308.47 31 12,308.47 31 12,308.47 31 3.7713 12,387.7 02 3.7713 12,387.7 02 Mitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.0140 0.1522 0.140 4.2000e- 0.012 2.9200e- 0.0155 3.5900e- 2.900e-.2800e- 41.5425 41.5425 2.000e- 41.5481 Worker 0.1304 0.1543 1.9354 5.1000e- 0.4248 2.5800e- 0.4273 0.1127 2.3800e- 0.1150 404.9494 404.9494 0.017 405.2997 0.1445 0.305 2.0994 5.5200e- 0.4373 5.5000e- 0.4428 0.112 5.0700e- 0.1213 44.4919 44.4919 0.019 44.8478

Page 14 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2017 Unmitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road.043 57.0175 38.7427 0.0574 3.8199 3.8199 3.5828 3.5828 5,2.18 9.043 57.0175 38.7427 0.0574 3.8199 3.8199 3.5828 3.5828 5,2.18 9 5,2.18 9 5,2.18 9 1.418 5,92.370 7 1.418 5,92.370 7 Unmitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.238 2.5878 2.788 7.1400e- 0.2139 0.049 0.23 0.011 0.0457 0.108 70.2231 70.2231 4.5000e- 70.3177 Worker 0.3947 0.49 5.8570 0.0154 1.2854 7.8100e- 1.2932 0.3409 7.2100e- 0.3481 1,225.504 7 1,225.504 7 0.0505 1,22.54 8 0.333 3.0547 8.45 0.022 1.4994 0.0574 1.558 0.4020 0.0529 0.4549 1,931.727 8 1,931.727 8 0.0550 1,932.882 5

Page 15 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2017 Mitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road.043 57.0175 38.7427 0.0574 3.8199 3.8199 3.5828 3.5828 0.0000 5,2.18 8.043 57.0175 38.7427 0.0574 3.8199 3.8199 3.5828 3.5828 0.0000 5,2.18 8 5,2.18 8 5,2.18 8 1.418 5,92.370 7 1.418 5,92.370 7 Mitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.238 2.5878 2.788 7.1400e- 0.2139 0.049 0.23 0.011 0.0457 0.108 70.2231 70.2231 4.5000e- 70.3177 Worker 0.3947 0.49 5.8570 0.0154 1.2854 7.8100e- 1.2932 0.3409 7.2100e- 0.3481 1,225.504 7 1,225.504 7 0.0505 1,22.54 8 0.333 3.0547 8.45 0.022 1.4994 0.0574 1.558 0.4020 0.0529 0.4549 1,931.727 8 1,931.727 8 0.0550 1,932.882 5

Page 1 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2018 Unmitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road 5.75 50.123 37.4347 0.0574 3.2 3.2 3.5 3.5 5,59.47 5.75 50.123 37.4347 0.0574 3.2 3.2 3.5 3.5 5,59.47 5,59.47 5,59.47 1.394 5,25.755 1 1.394 5,25.755 1 Unmitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.2209 2.374 2.540 7.1300e- 0.2139 0.048 0.207 0.011 0.0431 0.1041 93.9348 93.9348 4.4700e- 94.028 Worker 0.3558 0.4221 5.2980 0.0154 1.2854 7.7000e- 1.2931 0.3409 7.1200e- 0.3480 1,179. 8 1,179. 8 0.047 1,179.98 0 0.57 2.7895 7.9520 0.022 1.4993 0.0545 1.5538 0.4020 0.0502 0.4522 1,872.940 5 1,872.940 5 0.0512 1,874.014 7

Page 17 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2018 Mitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road 5.75 50.123 37.4347 0.0574 3.2 3.2 3.5 3.5 0.0000 5,59.47 5.75 50.123 37.4347 0.0574 3.2 3.2 3.5 3.5 0.0000 5,59.47 5,59.47 5,59.47 1.394 5,25.755 1 1.394 5,25.755 1 Mitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.2209 2.374 2.540 7.1300e- 0.2139 0.048 0.207 0.011 0.0431 0.1041 93.9348 93.9348 4.4700e- 94.028 Worker 0.3558 0.4221 5.2980 0.0154 1.2854 7.7000e- 1.2931 0.3409 7.1200e- 0.3480 1,179. 8 1,179. 8 0.047 1,179.98 0 0.57 2.7895 7.9520 0.022 1.4993 0.0545 1.5538 0.4020 0.0502 0.4522 1,872.940 5 1,872.940 5 0.0512 1,874.014 7

Page 18 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road 5.0011 45.1523 3.528 0.0574 2.7494 2.7494 2.5815 2.5815 5,531.891 5.0011 45.1523 3.528 0.0574 2.7494 2.7494 2.5815 2.5815 5,531.891 5,531.891 5,531.891 1.3730 5,50.724 7 1.3730 5,50.724 7 Unmitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.2071 2.1807 2.5470 7.1200e- 0.2138 0.0442 0.2580 0.011 0.0407 0.1017 81.8599 81.8599 4.4000e- 81.9524 Worker 0.324 0.3854 4.852 0.0154 1.2854 7.700e- 1.2931 0.3409 7.1100e- 0.3480 1,135.083 1 1,135.083 1 0.0435 1,135.997 5 0.5335 2.51 7.3997 0.0225 1.4992 0.0519 1.5511 0.4020 0.0478 0.4497 1,81.943 1 1,81.943 1 0.0479 1,817.949 9

Page 19 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2019 Mitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road 5.0011 45.1523 3.528 0.0574 2.7494 2.7494 2.5815 2.5815 0.0000 5,531.891 5.0011 45.1523 3.528 0.0574 2.7494 2.7494 2.5815 2.5815 0.0000 5,531.891 5,531.891 5,531.891 1.3730 5,50.724 7 1.3730 5,50.724 7 Mitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.2071 2.1807 2.5470 7.1200e- 0.2138 0.0442 0.2580 0.011 0.0407 0.1017 81.8599 81.8599 4.4000e- 81.9524 Worker 0.324 0.3854 4.852 0.0154 1.2854 7.700e- 1.2931 0.3409 7.1100e- 0.3480 1,135.083 1 1,135.083 1 0.0435 1,135.997 5 0.5335 2.51 7.3997 0.0225 1.4992 0.0519 1.5511 0.4020 0.0478 0.4497 1,81.943 1 1,81.943 1 0.0479 1,817.949 9

Page 20 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2020 Unmitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road 4.4905 41.054 35.8440 0.0574 2.3799 2.3799 2.2348 2.2348 5,447.209 9 4.4905 41.054 35.8440 0.0574 2.3799 2.3799 2.2348 2.2348 5,447.209 9 5,447.209 9 5,447.209 9 1.350 5,475.8 4 1.350 5,475.8 4 Unmitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.1953 1.887 2.44 7.1000e- 0.2138 0.040 0.2543 0.010 0.0373 0.0984.01.01 4.3000e-.153 Worker 0.3041 0.353 4.504 0.0154 1.2854 7.7000e- 1.2931 0.3409 7.1400e- 0.3480 1,088.89 1,088.89 0.0411 1,089.552 2 0.4994 2.2430.9709 0.0225 1.4992 0.0483 1.5475 0.4019 0.0445 0.444 1,754.755 7 1,754.755 7 0.0454 1,755.708 5

Page 21 of 39 Date: 2/18/201 10:59 AM 3.3 Building Construction - 2020 Mitigated Construction On-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e Off-Road 4.4905 41.054 35.8440 0.0574 2.3799 2.3799 2.2348 2.2348 0.0000 5,447.209 9 4.4905 41.054 35.8440 0.0574 2.3799 2.3799 2.2348 2.2348 0.0000 5,447.209 9 5,447.209 9 5,447.209 9 1.350 5,475.8 4 1.350 5,475.8 4 Mitigated Construction Off-Site ROG NOx CO SO2 Bio- CO2 NBio- CO2 CO2 CH4 N2O CO2e 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 Vendor 0.1953 1.887 2.44 7.1000e- 0.2138 0.040 0.2543 0.010 0.0373 0.0984.01.01 4.3000e-.153 Worker 0.3041 0.353 4.504 0.0154 1.2854 7.7000e- 1.2931 0.3409 7.1400e- 0.3480 1,088.89 1,088.89 0.0411 1,089.552 2 0.4994 2.2430.9709 0.0225 1.4992 0.0483 1.5475 0.4019 0.0445 0.444 1,754.755 7 1,754.755 7 0.0454 1,755.708 5