Ontario City Council
February 21, 2023

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HEALTH RISK ASSESSMENT
Based on the TGA, the Project is not expected to result in any diesel truck trips (9). The California Air Pollution Control Officers Association (CAPCOA) published screening guidelines for risk assessment in their Health Risk Assessments for Proposed Land Use Projects (2009). In this guidance document, CAPCOA identifies citing criteria for land uses that generate more than 100 trucks per day (e.g., 200 truck trips per day). Given that the Project is not expected to generate diesel truck trips, compared to CAPCOA’s 100 trucks per day or 200 truck trips per day citing criteria, a less than significant impact will occur. As such, the Project will not cause a significant human health or cancer risk to adjacent residences, schools, or businesses.

The cooking of meats associated with the fast-food restaurant could also generate some toxic air contaminants (TACs) through the incomplete combustion process during charbroiling.

Notwithstanding, the Project would generate trace amounts of potential TACs associated with the fast-food restaurant use.

Notwithstanding, a simple screening analysis in which the air dispersion model predicts concentrations at nearby residences by assuming the wind always blows directly from the delivery area and charbroiling fast-food restaurant to the nearest residence was performed. Even with the conservative modeling technique used, the highest inhalation cancer risk is no more than 1.59 in 1 million, less than the threshold of 10 in 1 million. The Chronic Hazard Index would be less than the threshold of 1.0. No significant health risk would occur from Project -related delivery truck traffic or charbroiling restaurant emissions; thus, no mitigation is necessary.

PROJECT GHG ANALYSIS

CLIMATE CHANGE SETTING
Global climate change (GCC) is the change in average meteorological conditions on the earth with respect to temperature, precipitation, and storms. The majority of scientists believe that the climate shift taking place since the Industrial Revolution is occurring at a quicker rate and magnitude than in the past. Scientific evidence suggests that GCC is the result of increased concentrations of GHGs in the earth’s atmosphere, including carbon dioxide (CO 2), methane
(CH4), nitrous oxide (N 2O), and fluorinated gases. The majority of scientists believe that this increased rate of climate change is the result of GHGs resulting from human activity and industrialization over the past 200 years.

An individual project like the proposed Project evaluated in this memo cannot generate enough GHG emissions to affect a discernible change in global climate. However, the proposed Project may participate in the potential for GCC by its incremental contribution of GHGs combined with the cumulative increase of all other sources of GHGs, which when taken together constitute potential influences on GCC. Because these changes may have serious environmental consequences, this memo will evaluate the potential for the proposed Project to have a significant effect upon the environment as a result of its potential contribution to the greenhouse effect.

GCC refers to the change in average meteorological conditions on the earth with respect to temperature, wind patterns, precipitation and storms. Global temperatures are regulated by naturally occurring atmospheric gases such as water vapor, CO 2, N2O, CH4, hydrofluorocarbons
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(HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride (SF 6). These particular gases are important due to their residence time (duration they stay) in the atmosphere, which ranges from 10 years to more than 100 years. These gases allow solar radiation into the earth’s atmosphere, but prevent radioactive heat from escaping, thus warming the earth’s atmosphere. GCC can occur naturally as it has in the past with the previous ice ages.

Gases that trap heat in the atmosphere are often referred to as GHGs. GHGs are released into the atmosphere by both natural and anthropogenic activity. Without the natural GHG effect, the earth’s average temperature would be approximately 61 degrees Fahrenheit (°F) cooler than it is currently. The cumulative accumulation of these gases in the earth’s atmosphere is considered to be the cause for the observed increase in the earth’s temperature.

For the purposes of this analysis, emissions of CO
2, CH4, and N2O were evaluated because these
gases are the primary contributors to GCC from development projects. Although there are other substances such as fluorinated gases that also contribute to GCC, these fluorinated gases wer e not evaluated as their sources are not well-defined and do not contain accepted emissions factors or methodology to accurately calculate these gases.

REGULATORY SETTING
Executive Order S-3-05
Former California Governor Arnold Schwarzenegger announced on June 1, 2005, through Executive Order S-3-05, the following reduction targets for GHG emissions:
• By 2010, reduce GHG emissions to 2000 levels.
• By 2020, reduce GHG emissions to 1990 levels.
• By 2050, reduce GHG emissions to 80% below 1990 levels.

The 2050 reduction goal represents what some scientists believe is necessary to reach levels that will stabilize the climate. The 2020 goal was established to be a mid-term target. Because this is an executive order, the goals are not legally enforceable for local governments or the private sector.

Assembly Bill (AB) 32
The California State Legislature enacted AB 32, which requires that GHGs emitted in California be reduced to 1990 levels by the year 2020. “GHGs” as defined under AB 32 include CO 2, CH4, N2O,
hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride (SF6). Since AB 32 was enacted, a seventh chemical, nitrogen trifluoride, has also been added to the list of GHGs.

CARB is the state agency charged with monitoring and regulating sources of GHGs. Pursuant to AB 32, CARB adopted regulations to achieve the maximum technologically feasible and cost - effective GHG emission reductions. AB 32 states the following:
“Global warmi ng poses a serious threat to the economic well -being, public health, natural resources, and the environment of California. The potential adverse impacts of global warming include the exacerbation of air quality problems, a reduction in the quality and sup ply of water to the state from the Sierra snowpack, a rise in sea levels resulting in the displacement of thousands of coastal businesses and residences, damage to marine ecosystems and the natural 856
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environment, and an increase in the incidences of infectious diseases, asthma, and other human health-related problems.”
CARB approved the 1990 GHG emissions level of 427 million metric ton of CO 2 equivalent per year (MMTCO2e) on December 6, 2007 (14). Therefore, emissions generated in California in 2020 are required to be equal to or less than 427 MMTCO2e. Emissions in 2020 in a “business as usual” (BAU) scenario were estimated to be 596 MMTCO 2e, which do not account for reductions from AB 32 regulations (15). At that level, a 28.4% reduction was required to achieve the 427 MMTCO2e 1990 inventory. In October 2010, CARB prepared an updated BAU 2020 forecast to account for the recession and slower forecasted growth. The forecasted inventory wit hout the benefits of adopted regulation is now estimated at 545 MMTCO
2e. Therefore, under the updated forecast, a

21.7% reduction from BAU is required to achieve 1990 levels (16).

Progress in Achieving AB 32 Targets and Remaining Reductions Required The State has made steady progress in implementing AB 32 and achieving targets included in Executive Order S -3-05. The progress is shown in updated emission inventories prepared by CARB for 2000 through 2012 (17). The State has achieved the Executive Order S- 3-05 target for 2010 of reducing GHG emissions to 2000 levels. As shown below, the 2010 emission inventory achieved this target.
• 1990: 427 MMTCO
2e (AB 32 2020 target)
• 2000: 463 MMTCO2e (an average 8% reduction needed to achieve 1990 base) • 2010: 450 MMTCO2e (an average 5% reduction needed to achieve 1990 base) CARB has also made substantial progress in achieving its goal of achieving 1990 emissions levels by 2020. As described earlier in this sect ion, CARB revised the 2020 BAU inventory forecast to account for new lower growth projections, which resulted in a new lower reduction from BAU to achieve the 1990 base. The previous reduction from 2020 BAU needed to achieve 1990 levels was 28.4% and the latest reduction from 2020 BAU is 21.7%. • 2020: 545 MMTCO
2e BAU (an average 21.7% reduction from BAU needed to achieve 1990 base)
Senate Bill (SB) 32
On September 8, 2016, Governor Jerry Brown signed the SB 32 and its companion bill, AB 197. SB 32 requires the state to reduce statewide GHG emissions to 40% below 1990 levels by 2030, a reduction target that was first introduced in Executive Order B-30-15. The new legislation builds upon the AB 32 goal of 1990 levels by 2020 and provides an intermediate goal t o achieving S-3- 05, which sets a statewide GHG reduction target of 80% below 1990 levels by 2050. AB 197 creates a legislative committee to oversee regulators to ensure that CARB not only responds to the Governor, but also the Legislature (18).

AB 197
A condition of approval for SB 32 was the passage of AB 197. AB 197 requires that CARB consider the social costs of GHG emissions and prioritize direct reductions in GHG emissions at mobile sources and large stationary sources. AB 197 also gives the California legislature more oversight over CARB through the addition of two legislatively appointed members to the CARB Board and 857
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the establishment a legislative committee to make recommendations about CARB programs to the legislature.

Executive Order B-55-18 and SB 100
Executive Order B -55-18 and SB 100. SB 100 and Executive Order B -55-18 were signed by Governor Brown on September 10, 2018. Under the existing RPS, 25% of retail sales are required to be from renewable sources by December 31, 2016, 33% by Decembe r 31, 2020, 40% by December 31, 2024, 45% by December 31, 2027, and 50% by December 31, 2030. SB 100 raises California’s RPS requirement to 50% renewable resources target by December 31, 2026, and to achieve a 60% target by December 31, 2030. SB 100 also r equires that retail sellers and local publicly owned electric utilities procure a minimum quantity of electricity products from eligible renewable energy resources so that the total kilowatt hours of those products sold to their retail end-use customers achieve 44% of retail sales by December 31, 2024, 52% by December 31, 2027, and 60% by December 31, 2030. In addition to targets under AB 32 and SB 32, Executive Order B- 55-18 establishes a carbon neutrality goal for the state of California by 2045; and sets a goal to maintain net negative emissions thereafter. The Executive Order directs the California Natural Resources Agency (CNRA), California Environmental Protection Agency (CalEPA), the Department of Food and Agriculture (CDFA), and CARB to include seque stration targets in the Natural and Working Lands Climate Change Implementation Plan consistent with the carbon neutrality goal.

Title 24 California Code of Regulations (CCR)
California Code of Regulations (CCR) Title 24 Part 6: The California Energy Code was first adopted in 1978 in response to a legislative mandate to reduce California’s energy consumption.

The standards are updated periodically to allow consideration and possible incorporation of new energy efficient technologies and methods. CCR, Title 24, Part 11: California Green Building Standards Code (CALGreen) is a comprehensive and uniform regulatory code for all residential, commercial, and school buildings that went in effect on August 1, 2009, and is administered by the California Building Standards Commission.

CALGreen is updated on a regular basis, with the most recent approved update consisting of the 2022 California Green Building Code Standards that will be effective on January 1, 2023

2. As
construction of the Project is anticipated to be completed in 2024, it is presumed that the Project would be required to comply with the Title 24 standards in place at that time.

SCAQMD
SCAQMD is the agency responsible for air quality planning and regulati on in the SCAB. The SCAQMD addresses the impacts to climate change of projects subject to SCAQMD permit as a lead agency if they are the only agency having discretionary approval for the project and acts as a responsible agency when a land use agency must also approve discretionary permits for the project. The SCAQMD acts as an expert commenting agency for impacts to air quality. This expertise carries over to GHG emissions, so the agency helps local land use agencies through the development of models and emission thresholds that can be used to address GHG emissions.

2 The 2022 California Green Building Standard Code will be published July 1, 2022. 858
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In 2008, SCAQMD formed a Working Group to identify GHG emissions thresholds for land use projects that could be used by local lead agencies in the SCAB. The Working Group developed several different options that are contained in the SCAQMD Draft Guidance Document – Interim CEQA GHG Significance Threshold, that could be applied by lead agencies. The working group has not provided additional guidance since release of the interim guidance in 2008. The SCAQMD Board has not approved the thresholds; however, the Guidance Document provides substantial evidence supporting the approaches to significance of GHG emissions that can be considered by the lead agency in adopting its own threshold. The cur rent interim thresholds consist of the following tiered approach:
• Tier 1 consists of evaluating whether or not the project qualifies for any applicable exemption under CEQA.
• Tier 2 consists of determining whether the project is consistent with a GHG reduct ion plan. If a project is consistent with a qualifying local GHG reduction plan, it does not have significant GHG emissions.
• Tier 3 consists of screening values, which the lead agency can choose, but must be consistent with all projects within its jurisdi ction. A project’s construction emissions are averaged over 30 years and are added to the project’s operational emissions. If a project’s emissions are below one of the following screening thresholds, then the project is less than significant:
o Residential and commercial land use: 3,000 m etric ton of CO 2 equivalent
(MTCO2e/yr)
o Industrial land use: 10,000 MTCO2e/yr
o Based on land use type: residential: 3,500 MTCO 2e/yr; commercial: 1,400 MTCO2e/yr; or mixed use: 3,000 MTCO2e/yr
• Tier 4 has the following options:
o Option 1: Reduce Business-as-Usual (BAU) emissions by a certain percentage; this percentage is currently undefined.
o Option 2: Early implementation of applicable AB 32 Scoping Plan measures o Option 3: 2020 target for serv ice populations (SP), which includes residents and employees: 4.8 MTCO2e per SP per year for projects and 6.6 MTCO 2e per SP per year for plans;
o Option 3, 2035 target: 3.0 MTCO 2e per SP per year for projects and 4.1 MTCO 2e per SP per year for plans
• Tier 5 involves mitigation offsets to achieve target significance threshold.

The SCAQMD’s interim thresholds used the Executive Order S- 3-05-year 2050 goal as the basis for the Tier 3 screening level. Achieving the Executive Order’s objective would contribute t o worldwide efforts to cap CO2 concentrations at 450 ppm, thus stabilizing global climate.

SCAQMD only has authority over GHG emissions from development projects that include air quality permits. At this time, it is unknown if the project would include st ationary sources of 859
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emissions subject to SCAQMD permits. Notwithstanding, if the Project requires a stationary permit, it would be subject to the applicable SCAQMD regulations.

SCAQMD Regulation XXVII, adopted in 2009 includes the following rules:
• Rule 2700 defines terms and post global warming potentials. • Rule 2701, Southern California (SoCal) Climate Solutions Exchange, establishes a voluntary program to encourage, quantify, and certify voluntary, high quality certified GHG emission reductions in the SCAQMD.
• Rule 2702, GHG Reduction Program created a program to produce GHG emission reductions within the SCAQMD. The SCAQMD will fund projects through contracts in response to requests for proposals or purchase reductions from other parties.

SCAQMD is the agency responsible for air quality planning and regulation in the SCAB. The SCAQMD addresses the impacts to climate change of projects subject to SCAQMD permit as a lead agency if they are the only agency having discretionary approval for the project and acts as a responsible agency when a land use agency must also approve discretionary permits for the project. The SCAQMD acts as an expert commenting agency for impacts to air quality. This expertise carries over to GHG emissions, so the agency helps local land use agencies through the development of models and emission thresholds that can be used to address GHG emissions.

City of Ontario Community Climate Action Plan (CCAP)
The Community Climate Action Plan (CCAP) contains further guidance on the City of Ontario’s GHG Inventory reduction goals, policies, guidelines, and implementation programs. The purpose of the CCAP is to provide guidance on how to analyze GHG emissions and determine significance during the CEQA review of proposed development project s within the City of Ontario (19). The CCAP builds upon the Reduction Plan to address City -specific information and City-specific GHG reduction measures. To address the state’s requirement to reduce GHG emissions, the CCAP was prepared with the goal of reducing GHG emissions within the City by 15% below 2008 levels by the year 2020. The City’s target is consistent with the AB 32 target and ensures that the City of Ontario achieves GHG reductions locally that complement and are consistent with state efforts to reduce GHG emissions.

As part of the CCAP, the City of Ontario published a guidance document titled “Greenhouse Gas Emissions, CEQA Thresholds and Screening Tables” (December 2014). As part of this guidance, the CCAP de termined that if GHG emissions of a given project exceeds 3,000 MTCO2e/yr, then project emissions would need to be reduced by 25 percent when compared to year 2008 emissions levels. Alternatively, the project would need to achieve a minimum of 100 points pursuant to measures identified in the Screening Tables.

The 2022 update to the Ontario Plan includes an update to the City’s CCAP which was originally adopted on December 16, 2014. As stated in The Ontario Plan 2050 Draft Supplemental Environmental Impact Report (SEIR), the measures included in the 2022 update to the CCAP are not substantially different than that of the 2014 CCAP and therefore there is no change in the environmental impacts associated with the CCAP. As such, it is appropriate for the propo sed Project to rely on the CEQA Thresholds and Screening Tables that were adopted under the 2014 860
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CCAP, since the 2022 update to the CCAP does not contain measures that would be substantially different than the 2014 CCAP (20).

GHG IMPACTS
Standards of Significance
According to the CEQA Guidelines Appendix G thresholds, to determine whether impacts from GHG emissions are significant. Would the project:
• Threshold 1 : Generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment?
• Threshold 2 : Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of GHGs?
The evaluation of an impact under CEQA requires measuring data from a project again st both existing conditions and a “threshold of significance.” For establishing significance thresholds, the Office of Planning and Research’s amendments to the CEQA Guidelines Section 15064.7(c) state “[w]hen adopting thresholds of significance, a lead a gency may consider thresholds of significance previously adopted or recommended by other public agencies, or recommended by experts, provided the decision of the lead agency to adopt such thresholds is supported by substantial evidence.”
Discussion on Establishment of Significance Thresholds
As previously stated, SEIR identifies that the measures included in the 2022 update to the CCAP are not substantially different than that of the 2014 CCAP and therefore there is no change in the environmental impacts associated with the CCAP . As such, and consistent with the 2014 CCAP, this analysis relies on the annual screening threshold of 3,000 MTCO 2e/yr to define small projects
that are considered less than significant and do not require further GHG emissions calculations or analysis. Projects that do not exceed an annual 3,000 MTCO 2e/yr are therefore considered less
than significant and would not require further analysis or mitigation.

GHG IMPACTS – CONSISTENCY WITH THRESHOLD NO. 1
Would the Project have the potential to generate direct or indirect GHG emissions that would result in a significant impact on the environment?

PROJECT GHG EMISSIONS
The estimated GHG emissions for the Project are summarized on Table 9. The estimated GHG emission include emissions from Carbon Dioxide (CO2), Methane (CH4), Nitrous Oxide (N20), and Refrigerants (R). As shown on Table 9 , the Project would generate a total of approximately 2,613.31 MTCO2e/yr.
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TABLE 9: TOTAL PROJECT GHG EMISSIONS
Source
Emission (lbs/day)
CO2 CH4 N20 R Total CO2E
Annual construction-related emissions
amortized over 30 years 17.10 1.00E-03 6.67E-04 1.07E-02 17.30 Mobile Source 1,733.00 0.12 0.10 3.08 1,769.00
Area Source 3.53 < 0.005 < 0.005 0.00 3.54
Energy Source 736.00 0.07 0.01 0.00 739.00
Water 5.34 0.13 < 0.005 0.00 9.37
Waste 8.61 0.86 0.00 0.00 30.10
Refrigerants 0.00 0.00 0.00 45.00 45.00
Total CO2E (All Sources) 2,613.31
As discussed within the CCAP, projects that generate less than 3,000 MTCO 2e/yr would have a less-than-significant GHG emissions impact. As shown, the proposed Project would generate a total of 2,613.31 MTCO2e/yr and would therefore not exceed the 3,000 MTCO 2e/yr significance threshold.

GHG IMPACTS – CONSISTENCY WITH THRESHOLD NO. 2
Would the Project have the potential to conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of GHGs? Pursuant to 15604.4 of the CEQA Guidelines, a lead agency may rely on qualitative analys is or performance-based standards to determine the significance of impacts from GHG emissions (21).

In November 2022, CARB released the Final 2022 Scoping Plan Update, which identifies the State’s progress towards the statutory 2030 target, while providing a path towards carbon neutrality and reduce greenhouse gases emissions by 85% below 1990 levels by 2045. Recent studies show that the State’s existing and proposed regulatory framework will allow the State to reduce its GHG emissions level to 40% below 1990 levels by 2030 (22). The Project would not conflict with any of the 2022 Scoping Plan elements as any regulations adopted would apply directly or indirectly to the Project.

Finally, the Project is consistent with the general plan land use designation, density, building intensity, and applicable policies specified for the Project area in SCAG's Sustainable Community Strategy/Regional Transportation Plan, which pursuant to SB 375 calls for the integration of transportation, land -use and housing policies to plan for achievement of the GHG -emissions target for the region. Thus, a less than significant impact related to GHG emissions from Project construction and operation would occur and no mitigation is required. 862
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AIR QUALITY & GREENHOUSE GAS CONCLUSION
Results of the assessment indicate that the Project is not anticipated to resul t in a significant impact during construction or operational activities associated with air quality and greenhouse gas and no mitigation is required.

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REFERENCES

1. Air Resources Board. California Ambient Air Quality Standards (CAAQS). [Online] 2009. [Cited:

April 16, 2018.] http://www.arb.ca.gov/research/aaqs/caaqs/caaqs.htm.

2. Environmental Protection Agency. National Ambient Air Quality Standards (NAAQS). [Online] 1990. https://www.epa.gov/environmental-topics/air-topics.

3. South Coast Air Quality Management District. RULE 403. FUGITIVE DUST. [Online] https://www.aqmd.gov/docs/default-source/rule-book/rule-iv/rule-403.pdf?sfvrsn=4.

4. —. RULE 1113. Architectural Coatings. [Online] http://www.aqmd.gov/docs/default - source/rule-book/reg-xi/r1113.pdf.

5. California Air Pollution Control Officers Association (CAPCOA). California Emissions Estimator Model (CalEEMod). [Online] May 2022. www.caleemod.com.

6. State of California. 2020 CEQA California Environmental Quality Act. 2020.

7. South Coast Air Quality Management District (SCAQMD). SCAQMD Air Quality Significance Thresholds. [Online] http://www.aqmd.gov/docs/defa ult- source/ceqa/handbook/scaqmd-air-quality-significance-thresholds.pdf?sfvrsn=2.

8. California Air Pollution Control Officers Association (CAPCOA). Appendix A: Calculation Details for CalEEMod. CalEEMod. [Online] http://www.aqmd.gov/docs/default - source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6.

9. Urban Crossroads, Inc. Paladin Ontario Trip Generation Letter. 2022.

10. South Coast Air Quality Management District. Localized Significance Thresholds Methodology. s.l. : South Coast Air Quality Managment District, 2003.

11. County of Menifee. County of Menifee General Plan . [Online] 2021. https://www.cityofmenifee.us/221/General-Plan.

12. Goss, Tracy A and Kroeger, Amy. White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Polluti on. [Online] South Coast Air Quality Management District, 2003. http://www.aqmd.gov/rules/ciwg/final_white_paper.pdf.

13. South Coast Air Quality Management District. RULE 402 NUISANCE. [Online] http://www.aqmd.gov/docs/default-source/rule-book/rule-iv/rule-402.pdf.

14. California Air Resources Board. GHG 1990 Emissions Level & 2020 Limit. California Air Resources Board. [Online] https://ww2.arb.ca.gov/ghg-2020-limit.

15. —. Climate Change Draft Scoping Plan. 2008.

16. —. STATUS OF SCOPING PLAN RECOMMENDED MEASURES. [Online] [Cited: September 19, 2019.] https://ww3.arb.ca.gov/cc/scopingplan/status_of_scoping_plan_measures.pdf.

17. —. First Update to the Climate Change Scoping Plan. 2014.

18. California Legislative Information. Senate Bill No. 32. [Online] Se ptember 8, 2016. https://leginfo.legislature.ca.gov/faces/billNavClient.xhtml?bill_id=201520160SB32. 864

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19. City of Ontario. City of Ontario Climate Action Plan. 2014.

20. —. TOP 2050 SEIR. 2022.

21. Association of Environmental Professionals. 2018 CEQA California Environmental Quality Act. 2018.

22. Lawrence Berkeley National Laboratory. California's Policies Can Significantly Cut Greenhouse Gas Emissions through 2030. Lawrence Berkeley National Laboratory. [Online] January 22, 2015. http://newscenter.lbl.gov /2015/01/22/californias-policies- can-significantly-cut-greenhouse-gas-emissions-2030/.

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ATTACHMENT A

CALEEMOD PROPOSED PROJECT EMISSIONS MODEL OUTPUTS
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14834-Paladin Ontario Detailed Report
Table of Contents

1. Basic Project Information

1.1. Basic Project Information

1.2. Land Use Types

1.3. User-Selected Emission Reduction Measures by Emissions Sector

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds

2.2. Construction Emissions by Y ear, Unmitigated

2.4. Operations Emissions Compared Against Thresholds

2.5. Operations Emissions by Sector, Unmitigated

3. Construction Emissions Details

3.1. Site Preparation (2023) - Unmitigated

3.3. Grading (2023) - Unmitigated

3.5. Building Construction (2023) - Unmitigated

3.7. Building Construction (2024) - Unmitigated
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3.9. Paving (2024) - Unmitigated

3.11. Architectural Coating (2024) - Unmitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.3. Area Emissions by Source

4.3.2. Unmitigated

4.4. Water Emissions by Land Use

4.4.2. Unmitigated

4.5. Waste Emissions by Land Use

4.5.2. Unmitigated

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated

4.7. Offroad Emissions By Equipment Type
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4.7.1. Unmitigated

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated

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

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies
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5.5. Architectural Coatings

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources

5.9.1. Unmitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
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5.13. Operational Waste Generation

5.13.1. Unmitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated

5.18.2. Sequestration

5.18.2.1. Unmitigated
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6. Climate Risk Detailed Report

6.1. Climate Risk Summary

6.2. Initial Climate Risk Scores

6.3. Adjusted Climate Risk Scores

6.4. Climate Risk Reduction Measures

7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores

7.2. Healthy Places Index Scores

7.3. Overall Health & Equity Scores

7.4. Health & Equity Measures

7.5. Evaluation Scorecard

7.6. Health & Equity Custom Measures

8. User Changes to Default Data
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1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name 14834-Paladin Ontario
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.80
Precipitation (days) 20.8
Location 34.06981568589207, -117.61315794541116
County San Bernardino-South Coast
City Ontario
Air District South Coast AQMD
Air Basin South Coast
TAZ 5243
EDFZ 10
Electric Utility Southern California Edison
Gas Utility Southern California Gas

1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
Fast Food
Restaurant with
Drive Thru

2.77 1000sqft 1.26 2,771 0.00 — — —
Hotel 118 Room 2.11 171,336 0.00 — — —
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1.3. User-Selected Emission Reduction Measures by Emissions Sector No measures selected

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 5.94 5.00 47.1 39.6 0.05 2.53 5.90 8.43 2.33 2.74 5.07 — 5,806 5,806 0.24 0.18 6.97 5,830 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 3.55 47.8 23.2 33.7 0.05 0.98 1.64 2.62 0.90 0.39 1.30 — 6,676 6,676 0.31 0.22 0.22 6,748 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 1.23 2.49 8.45 11.2 0.02 0.38 0.73 1.10 0.35 0.20 0.55 — 2,408 2,408 0.12 0.09 1.53 2,440 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.22 0.45 1.54 2.05 < 0.005 0.07 0.13 0.20 0.06 0.04 0.10 — 399 399 0.02 0.02 0.25 404

2.2. Construction Emissions by Y ear, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Y ear TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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2023 5.94 5.00 47.1 39.6 0.05 2.53 5.90 8.43 2.33 2.74 5.07 — 5,806 5,806 0.24 0.18 6.97 5,830 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2023 2.13 1.75 14.3 19.9 0.03 0.61 1.19 1.80 0.56 0.29 0.85 — 4,470 4,470 0.23 0.18 0.18 4,531 2024 3.55 47.8 23.2 33.7 0.05 0.98 1.64 2.62 0.90 0.39 1.30 — 6,676 6,676 0.31 0.22 0.22 6,748 Average
Daily
— — — — — — — — — — — — — — — — — —
2023 1.23 1.02 8.45 11.2 0.02 0.38 0.73 1.10 0.35 0.20 0.55 — 2,408 2,408 0.12 0.09 1.53 2,440 2024 0.34 2.49 2.23 3.25 < 0.005 0.09 0.17 0.27 0.09 0.04 0.13 — 686 686 0.03 0.03 0.41 695 Annual — — — — — — — — — — — — — — — — — —
2023 0.22 0.19 1.54 2.05 < 0.005 0.07 0.13 0.20 0.06 0.04 0.10 — 399 399 0.02 0.02 0.25 404 2024 0.06 0.45 0.41 0.59 < 0.005 0.02 0.03 0.05 0.02 0.01 0.02 — 114 114 0.01 < 0.005 0.07 115

2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 13.2 16.3 10.1 87.6 0.18 0.24 5.58 5.82 0.24 0.99 1.23 59.4 22,096 22,155 7.32 0.90 341 22,949 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 11.0 14.2 10.7 68.6 0.17 0.23 5.58 5.81 0.23 0.99 1.22 59.4 20,964 21,024 7.37 0.93 274 21,760 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 9.74 13.1 7.94 54.2 0.11 0.20 3.46 3.66 0.19 0.62 0.81 59.4 14,961 15,021 7.10 0.65 291 15,683 Annual
(Max)
— — — — — — — — — — — — — — — — — —
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Unmit. 1.78 2.39 1.45 9.89 0.02 0.04 0.63 0.67 0.04 0.11 0.15 9.83 2,477 2,487 1.18 0.11 48.1 2,597

2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 11.7 10.8 8.61 78.8 0.17 0.12 5.58 5.70 0.12 0.99 1.11 — 17,594 17,594 0.96 0.85 69.5 17,941 Area 1.35 5.41 0.06 7.57 < 0.005 0.01 — 0.01 0.01 — 0.01 — 31.1 31.1 < 0.005 < 0.005 — 31.3 Energy 0.16 0.08 1.46 1.23 0.01 0.11 — 0.11 0.11 — 0.11 — 4,446 4,446 0.41 0.03 — 4,466 Water — — — — — — — — — — — 7.35 24.9 32.3 0.76 0.02 — 56.6 Waste — — — — — — — — — — — 52.0 0.00 52.0 5.20 0.00 — 182 Refrig. — — — — — — — — — — — — — — — — 272 272
Total 13.2 16.3 10.1 87.6 0.18 0.24 5.58 5.82 0.24 0.99 1.23 59.4 22,096 22,155 7.32 0.90 341 22,949 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 10.9 9.94 9.24 67.4 0.16 0.12 5.58 5.70 0.12 0.99 1.11 — 16,493 16,493 1.00 0.88 1.80 16,783 Area — 4.17 — — — — — — — — — — — — — — — —
Energy 0.16 0.08 1.46 1.23 0.01 0.11 — 0.11 0.11 — 0.11 — 4,446 4,446 0.41 0.03 — 4,466 Water — — — — — — — — — — — 7.35 24.9 32.3 0.76 0.02 — 56.6 Waste — — — — — — — — — — — 52.0 0.00 52.0 5.20 0.00 — 182 Refrig. — — — — — — — — — — — — — — — — 272 272
Total 11.0 14.2 10.7 68.6 0.17 0.23 5.58 5.81 0.23 0.99 1.22 59.4 20,964 21,024 7.37 0.93 274 21,760 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 8.66 8.01 6.43 47.8 0.10 0.08 3.46 3.54 0.07 0.62 0.69 — 10,469 10,469 0.74 0.60 18.6 10,685 Area 0.92 5.02 0.04 5.18 < 0.005 0.01 — 0.01 0.01 — 0.01 — 21.3 21.3 < 0.005 < 0.005 — 21.4 876
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Energy 0.16 0.08 1.46 1.23 0.01 0.11 — 0.11 0.11 — 0.11 — 4,446 4,446 0.41 0.03 — 4,466 Water — — — — — — — — — — — 7.35 24.9 32.3 0.76 0.02 — 56.6 Waste — — — — — — — — — — — 52.0 0.00 52.0 5.20 0.00 — 182 Refrig. — — — — — — — — — — — — — — — — 272 272
Total 9.74 13.1 7.94 54.2 0.11 0.20 3.46 3.66 0.19 0.62 0.81 59.4 14,961 15,021 7.10 0.65 291 15,683 Annual — — — — — — — — — — — — — — — — — —
Mobile 1.58 1.46 1.17 8.72 0.02 0.01 0.63 0.65 0.01 0.11 0.13 — 1,733 1,733 0.12 0.10 3.08 1,769 Area 0.17 0.92 0.01 0.95 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 3.53 3.53 < 0.005 < 0.005 — 3.54 Energy 0.03 0.01 0.27 0.22 < 0.005 0.02 — 0.02 0.02 — 0.02 — 736 736 0.07 0.01 — 739 Water — — — — — — — — — — — 1.22 4.13 5.34 0.13 < 0.005 — 9.37 Waste — — — — — — — — — — — 8.61 0.00 8.61 0.86 0.00 — 30.1 Refrig. — — — — — — — — — — — — — — — — 45.0 45.0
Total 1.78 2.39 1.45 9.89 0.02 0.04 0.63 0.67 0.04 0.11 0.15 9.83 2,477 2,487 1.18 0.11 48.1 2,597

3. Construction Emissions Details

3.1. Site Preparation (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

5.83 4.90 47.0 38.0 0.05 2.53 — 2.53 2.33 — 2.33 — 5,530 5,530 0.22 0.04 — 5,549 Dust
From
Material
Movement
— — — — — — 5.66 5.66 — 2.69 2.69 — — — — — — —
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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.08 0.07 0.64 0.52 < 0.005 0.03 — 0.03 0.03 — 0.03 — 75.8 75.8 < 0.005 < 0.005 — 76.0 Dust
From
Material
Movement
— — — — — — 0.08 0.08 — 0.04 0.04 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.12 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 12.5 12.5 < 0.005 < 0.005 — 12.6 Dust
From
Material
Movement
— — — — — — 0.01 0.01 — 0.01 0.01 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11 0.10 0.09 1.62 0.00 0.00 0.01 0.01 0.00 0.00 0.00 — 257 257 0.01 0.01 1.10 261 Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 19.0 19.0 < 0.005 < 0.005 0.05 19.9 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
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Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 3.27 3.27 < 0.005 < 0.005 0.01 3.32 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.26 0.26 < 0.005 < 0.005 < 0.005 0.27 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 0.54 0.54 < 0.005 < 0.005 < 0.005 0.55 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.04 0.04 < 0.005 < 0.005 < 0.005 0.05 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.3. Grading (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

3.71 3.12 28.5 24.1 0.03 1.73 — 1.73 1.59 — 1.59 — 3,483 3,483 0.14 0.03 — 3,495 Dust
From
Material
Movement
— — — — — — 2.39 2.39 — 0.95 0.95 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.08 0.07 0.63 0.53 < 0.005 0.04 — 0.04 0.03 — 0.03 — 76.3 76.3 < 0.005 < 0.005 — 76.6 879
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Dust
From
Material
Movement
— — — — — — 0.05 0.05 — 0.02 0.02 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.11 0.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 12.6 12.6 < 0.005 < 0.005 — 12.7 Dust
From
Material
Movement
— — — — — — 0.01 0.01 — < 0.005 < 0.005 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11 0.10 0.09 1.62 0.00 0.00 0.01 0.01 0.00 0.00 0.00 — 257 257 0.01 0.01 1.10 261 Vendor < 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 28.5 28.5 < 0.005 < 0.005 0.08 29.9 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 5.24 5.24 < 0.005 < 0.005 0.01 5.31 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.63 0.63 < 0.005 < 0.005 < 0.005 0.65 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 0.87 0.87 < 0.005 < 0.005 < 0.005 0.88 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.10 0.10 < 0.005 < 0.005 < 0.005 0.11880 14834-Paladin Ontario Detailed Report, 1/9/2023
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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.5. Building Construction (2023) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.62 1.36 12.8 14.3 0.03 0.60 — 0.60 0.55 — 0.55 — 2,630 2,630 0.11 0.02 — 2,639 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.62 1.36 12.8 14.3 0.03 0.60 — 0.60 0.55 — 0.55 — 2,630 2,630 0.11 0.02 — 2,639 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.81 0.68 6.42 7.16 0.01 0.30 — 0.30 0.27 — 0.27 — 1,318 1,318 0.05 0.01 — 1,322 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.12 1.17 1.31 < 0.005 0.05 — 0.05 0.05 — 0.05 — 218 218 0.01 < 0.005 — 219 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.44 0.40 0.39 6.77 0.00 0.00 0.06 0.06 0.00 0.00 0.00 — 1,074 1,074 0.04 0.04 4.61 1,091 Vendor 0.10 0.02 1.02 0.55 0.01 0.01 0.05 0.06 0.01 0.02 0.03 — 856 856 0.07 0.13 2.36 897 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.42 0.38 0.45 5.09 0.00 0.00 0.06 0.06 0.00 0.00 0.00 — 984 984 0.05 0.04 0.12 996 Vendor 0.09 0.02 1.06 0.56 0.01 0.01 0.05 0.06 0.01 0.02 0.03 — 856 856 0.07 0.13 0.06 896 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.21 0.19 0.23 2.70 0.00 0.00 0.03 0.03 0.00 0.00 0.00 — 500 500 0.02 0.02 1.00 507 Vendor 0.05 0.01 0.53 0.28 < 0.005 0.01 0.02 0.03 0.01 0.01 0.02 — 429 429 0.04 0.06 0.51 449 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.04 0.49 0.00 0.00 0.01 0.01 0.00 0.00 0.00 — 82.8 82.8 < 0.005 < 0.005 0.17 84.0 Vendor 0.01 < 0.005 0.10 0.05 < 0.005 < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 — 71.0 71.0 0.01 0.01 0.08 74.3 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.7. Building Construction (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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——————————————————Daily,
Winter
(Max)
Off-Road
Equipment

1.55 1.30 12.2 14.2 0.03 0.54 — 0.54 0.49 — 0.49 — 2,630 2,630 0.11 0.02 — 2,639 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.20 0.17 1.57 1.84 < 0.005 0.07 — 0.07 0.06 — 0.06 — 340 340 0.01 < 0.005 — 341 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.04 0.03 0.29 0.34 < 0.005 0.01 — 0.01 0.01 — 0.01 — 56.2 56.2 < 0.005 < 0.005 — 56.4 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.40 0.36 0.42 4.67 0.00 0.00 0.06 0.06 0.00 0.00 0.00 — 965 965 0.05 0.04 0.11 977 Vendor 0.09 0.02 1.01 0.53 0.01 0.01 0.05 0.06 0.01 0.02 0.03 — 847 847 0.07 0.13 0.06 886 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.05 0.05 0.05 0.63 0.00 0.00 0.01 0.01 0.00 0.00 0.00 — 126 126 0.01 < 0.005 0.23 128 Vendor 0.01 < 0.005 0.13 0.07 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 109 109 0.01 0.02 0.13 115 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00883 14834-Paladin Ontario Detailed Report, 1/9/2023
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Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.12 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 20.9 20.9 < 0.005 < 0.005 0.04 21.2 Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 18.1 18.1 < 0.005 < 0.005 0.02 19.0 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.9. Paving (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.11 0.93 8.22 10.5 0.02 0.39 — 0.39 0.36 — 0.36 — 1,599 1,599 0.06 0.01 — 1,604 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.05 0.05 0.41 0.52 < 0.005 0.02 — 0.02 0.02 — 0.02 — 78.9 78.9 < 0.005 < 0.005 — 79.1 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.07 0.09 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 13.1 13.1 < 0.005 < 0.005 — 13.1 Paving — 0.00 — — — — — — — — — — — — — — — —
884
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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11 0.10 0.11 1.28 0.00 0.00 0.02 0.02 0.00 0.00 0.00 — 264 264 0.01 0.01 0.03 267 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 < 0.005 0.01 0.07 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 13.2 13.2 < 0.005 < 0.005 0.02 13.4 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 2.19 2.19 < 0.005 < 0.005 < 0.005 2.22 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.11. Architectural Coating (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
885
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——————————————————Daily,
Winter
(Max)
Off-Road
Equipment

0.22 0.18 1.21 1.53 < 0.005 0.04 — 0.04 0.04 — 0.04 — 178 178 0.01 < 0.005 — 179 Architect
ural
Coatings
— 44.8 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.06 0.08 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 8.78 8.78 < 0.005 < 0.005 — 8.81 Architect
ural
Coatings
— 2.21 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.45 1.45 < 0.005 < 0.005 — 1.46 Architect
ural
Coatings
— 0.40 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.08 0.07 0.08 0.93 0.00 0.00 0.01 0.01 0.00 0.00 0.00 — 193 193 0.01 0.01 0.02 195886 14834-Paladin Ontario Detailed Report, 1/9/2023
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Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.05 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 9.65 9.65 < 0.005 < 0.005 0.02 9.79 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 0.00 0.00 — 1.60 1.60 < 0.005 < 0.005 < 0.005 1.62 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru

7.53 6.93 5.52 50.6 0.11 0.08 3.58 3.66 0.07 0.64 0.71 — 11,294 11,294 0.61 0.55 44.6 11,517 Hotel 4.20 3.87 3.08 28.2 0.06 0.04 2.00 2.04 0.04 0.36 0.40 — 6,300 6,300 0.34 0.30 24.9 6,424 Total 11.7 10.8 8.61 78.8 0.17 0.12 5.58 5.70 0.12 0.99 1.11 — 17,594 17,594 0.96 0.85 69.5 17,941 887
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru

6.98 6.38 5.93 43.3 0.10 0.08 3.58 3.66 0.07 0.64 0.71 — 10,588 10,588 0.65 0.57 1.16 10,773 Hotel 3.90 3.56 3.31 24.1 0.06 0.04 2.00 2.04 0.04 0.36 0.40 — 5,906 5,906 0.36 0.32 0.64 6,009 Total 10.9 9.94 9.24 67.4 0.16 0.12 5.58 5.70 0.12 0.99 1.11 — 16,493 16,493 1.00 0.88 1.80 16,783 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru

0.91 0.85 0.59 4.37 0.01 0.01 0.28 0.29 0.01 0.05 0.06 — 789 789 0.07 0.05 1.38 807 Hotel 0.67 0.62 0.59 4.35 0.01 0.01 0.35 0.36 0.01 0.06 0.07 — 944 944 0.06 0.05 1.70 962 Total 1.58 1.46 1.17 8.72 0.02 0.01 0.63 0.65 0.01 0.11 0.13 — 1,733 1,733 0.12 0.10 3.08 1,769

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — — 92.8 92.8 0.01 < 0.005 — 93.4
Hotel — — — — — — — — — — — — 2,612 2,612 0.25 0.03 — 2,627 888
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Total — — — — — — — — — — — — 2,704 2,704 0.26 0.03 — 2,720 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — — 92.8 92.8 0.01 < 0.005 — 93.4
Hotel — — — — — — — — — — — — 2,612 2,612 0.25 0.03 — 2,627 Total — — — — — — — — — — — — 2,704 2,704 0.26 0.03 — 2,720 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — — 15.4 15.4 < 0.005 < 0.005 — 15.5 Hotel — — — — — — — — — — — — 432 432 0.04 < 0.005 — 435 Total — — — — — — — — — — — — 448 448 0.04 0.01 — 450

4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru

0.01 < 0.005 0.09 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 — 101 101 0.01 < 0.005 — 102 Hotel 0.15 0.08 1.37 1.15 0.01 0.10 — 0.10 0.10 — 0.10 — 1,640 1,640 0.15 < 0.005 — 1,645 Total 0.16 0.08 1.46 1.23 0.01 0.11 — 0.11 0.11 — 0.11 — 1,742 1,742 0.15 < 0.005 — 1,747889 14834-Paladin Ontario Detailed Report, 1/9/2023
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru

0.01 < 0.005 0.09 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 — 101 101 0.01 < 0.005 — 102 Hotel 0.15 0.08 1.37 1.15 0.01 0.10 — 0.10 0.10 — 0.10 — 1,640 1,640 0.15 < 0.005 — 1,645 Total 0.16 0.08 1.46 1.23 0.01 0.11 — 0.11 0.11 — 0.11 — 1,742 1,742 0.15 < 0.005 — 1,747 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
< 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 16.8 16.8 < 0.005 < 0.005 — 16.8 Hotel 0.03 0.01 0.25 0.21 < 0.005 0.02 — 0.02 0.02 — 0.02 — 272 272 0.02 < 0.005 — 272 Total 0.03 0.01 0.27 0.22 < 0.005 0.02 — 0.02 0.02 — 0.02 — 288 288 0.03 < 0.005 — 289

4.3. Area Emissions by Source

4.3.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 3.73 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.44 — — — — — — — — — — — — — — — —
890
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Landsca
Equipment

1.35 1.24 0.06 7.57 < 0.005 0.01 — 0.01 0.01 — 0.01 — 31.1 31.1 < 0.005 < 0.005 — 31.3 Total 1.35 5.41 0.06 7.57 < 0.005 0.01 — 0.01 0.01 — 0.01 — 31.1 31.1 < 0.005 < 0.005 — 31.3 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 3.73 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.44 — — — — — — — — — — — — — — — —
Total — 4.17 — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Consum
er
Products
— 0.68 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.08 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

0.17 0.16 0.01 0.95 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 3.53 3.53 < 0.005 < 0.005 — 3.54 Total 0.17 0.92 0.01 0.95 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 3.53 3.53 < 0.005 < 0.005 — 3.54

4.4. Water Emissions by Land Use

4.4.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 891
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——————————————————Daily,
Summer
(Max)
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — 1.61 5.47 7.08 0.17 < 0.005 — 12.4 Hotel — — — — — — — — — — — 5.74 19.5 25.2 0.59 0.01 — 44.2 Total — — — — — — — — — — — 7.35 24.9 32.3 0.76 0.02 — 56.6 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — 1.61 5.47 7.08 0.17 < 0.005 — 12.4 Hotel — — — — — — — — — — — 5.74 19.5 25.2 0.59 0.01 — 44.2 Total — — — — — — — — — — — 7.35 24.9 32.3 0.76 0.02 — 56.6 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — 0.27 0.91 1.17 0.03 < 0.005 — 2.06 Hotel — — — — — — — — — — — 0.95 3.22 4.17 0.10 < 0.005 — 7.31 Total — — — — — — — — — — — 1.22 4.13 5.34 0.13 < 0.005 — 9.37

4.5. Waste Emissions by Land Use

4.5.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 892
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Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — 17.2 0.00 17.2 1.72 0.00 — 60.2
Hotel — — — — — — — — — — — 34.8 0.00 34.8 3.48 0.00 — 122 Total — — — — — — — — — — — 52.0 0.00 52.0 5.20 0.00 — 182 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — 17.2 0.00 17.2 1.72 0.00 — 60.2
Hotel — — — — — — — — — — — 34.8 0.00 34.8 3.48 0.00 — 122 Total — — — — — — — — — — — 52.0 0.00 52.0 5.20 0.00 — 182 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — 2.85 0.00 2.85 0.28 0.00 — 9.96
Hotel — — — — — — — — — — — 5.76 0.00 5.76 0.58 0.00 — 20.2 Total — — — — — — — — — — — 8.61 0.00 8.61 0.86 0.00 — 30.1

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
893
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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — — — — — — 4.33 4.33
Hotel — — — — — — — — — — — — — — — — 268 268
Total — — — — — — — — — — — — — — — — 272 272
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — — — — — — 4.33 4.33
Hotel — — — — — — — — — — — — — — — — 268 268
Total — — — — — — — — — — — — — — — — 272 272
Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — — — — — — 0.72 0.72
Hotel — — — — — — — — — — — — — — — — 44.3 44.3
Total — — — — — — — — — — — — — — — — 45.0 45.0

4.7. Offroad Emissions By Equipment Type
894
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4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
895
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Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
897
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Sequest — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
898
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5. Activity Data

5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Site Preparation Site Preparation 4/3/2023 4/7/2023 5.00 5.00 — Grading Grading 4/10/2023 4/19/2023 5.00 8.00 —
Building Construction Building Construction 4/20/2023 3/6/2024 5.00 230 — Paving Paving 2/12/2024 3/6/2024 5.00 18.0 —
Architectural Coating Architectural Coating 2/12/2024 3/6/2024 5.00 18.0 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Rubber Tired Dozers Diesel Average 3.00 8.00 367 0.40 Site Preparation Crawler Tractors Diesel Average 4.00 8.00 87.0 0.43 Grading Excavators Diesel Average 1.00 8.00 36.0 0.38
Grading Graders Diesel Average 1.00 8.00 148 0.41
Grading Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40 Grading Crawler Tractors Diesel Average 4.00 8.00 87.0 0.43 Building Construction Cranes Diesel Average 1.00 8.00 367 0.29 Building Construction Forklifts Diesel Average 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Backh
oes
Diesel Average 3.00 8.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45 899
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0.5610.08.002.00AverageDieselPaving Cement and Mortar
Mixers
Paving Pavers Diesel Average 1.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 89.0 0.36 Paving Rollers Diesel Average 2.00 8.00 36.0 0.38
Paving Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 84.0 0.37
Architectural Coating Air Compressors Diesel Average 1.00 8.00 37.0 0.48

5.3. Construction Vehicles

5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Site Preparation — — — —
Site Preparation Worker 17.5 18.5 LDA,LDT1,LDT2
Site Preparation Vendor 0.60 10.2 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck — — HHDT
Grading — — — —
Grading Worker 17.5 18.5 LDA,LDT1,LDT2
Grading Vendor 0.90 10.2 HHDT,MHDT
Grading Hauling 0.00 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 73.1 18.5 LDA,LDT1,LDT2
Building Construction Vendor 27.0 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
900
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Paving — — — —
Paving Worker 20.0 18.5 LDA,LDT1,LDT2
Paving Vendor — 10.2 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
Architectural Coating Worker 14.6 18.5 LDA,LDT1,LDT2
Architectural Coating Vendor — 10.2 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.

5.5. Architectural Coatings
Phase Name Residential Interior Area Coated
(sq ft)
Residential Exterior Area Coated
(sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 0.00 0.00 261,161 87,054 —

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation — — 17.5 0.00 —
Grading — — 24.0 0.00 —
Paving 0.00 0.00 0.00 0.00 0.00
901
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5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 3 74% 74%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Fast Food Restaurant with Drive Thru 0.00 0%
Hotel 0.00 0%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Y ear and Emission Factor (lb/MWh)
Y ear kWh per Y ear CO2 CH4 N2O
2023 0.00 349 0.03 < 0.005
2024 0.00 349 0.03 < 0.005

5.9. Operational Mobile Sources

5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Y ear VMT/Weekday VMT/Saturday VMT/Sunday VMT/Y ear Fast Food
Restaurant with
Drive Thru
1,295 1,707 1,310 495,030 3,269 12,846 9,853 2,035,778
Hotel 943 952 702 332,070 7,094 7,165 5,283 2,498,518

5.10. Operational Area Sources
902
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5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.2. Architectural Coatings
Residential Interior Area Coated (sq ft) Residential Exterior Area Coated (sq ft) Non-Residential Interior Area Coated (sq ft)
Non-Residential Exterior Area Coated
(sq ft)
Parking Area Coated (sq ft)
0 0.00 261,161 87,054 —

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 250

5.11. Operational Energy Consumption

5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Fast Food Restaurant with Drive
Thru
97,170 349 0.0330 0.0040 316,645
Hotel 2,734,087 349 0.0330 0.0040 5,117,891

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Fast Food Restaurant with Drive Thru 841,092 0.00
903
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Hotel 2,993,279 0.00

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Fast Food Restaurant with Drive Thru 31.9 0.00
Hotel 64.6 0.00

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Fast Food Restaurant
with Drive Thru
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
Fast Food Restaurant
with Drive Thru
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
Fast Food Restaurant
with Drive Thru
Walk-in refrigerators
and freezers
User Defined 150 < 0.005 7.50 7.50 20.0
Hotel Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
Hotel Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
Hotel Walk-in refrigerators
and freezers
User Defined 150 < 0.005 7.50 7.50 20.0

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated
904
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Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Y ear Horsepower Load Factor

5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr) Daily Heat Input (MMBtu/day) Annual Heat Input (MMBtu/yr)

5.17. User Defined
Equipment Type Fuel Type
— —

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
905
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5.18.2. Sequestration

5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)

6. Climate Risk Detailed Report

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

Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 20.2 annual days of extreme heat Extreme Precipitation 5.10 annual days with precipitation above 20 mm Sea Level Rise 0.00 meters of inundation depth
Wildfire 0.00 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

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

Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider different increments of sea level rise coupled with extreme storm events. Users may select from four model simulations to view the range in potential inundation depth for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 50 meters (m) by 50 m, or about 164 feet (ft) by 164 ft.

Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 2 0 0 N/A
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Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 0 0 N/A
Wildfire 1 0 0 N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

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

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

6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 2 1 1 3
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 1 1 2
Wildfire 1 1 1 2
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 1 1 1 2
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

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

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

6.4. Climate Risk Reduction Measures
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7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.

Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 88.7
AQ-PM 97.9
AQ-DPM 89.0
Drinking Water 93.3
Lead Risk Housing 41.7
Pesticides 0.00
Toxic Releases 67.0
Traffic 52.6
Effect Indicators —
CleanUp Sites 10.1
Groundwater 0.00
Haz Waste Facilities/Generators 19.2
Impaired Water Bodies 43.8
Solid Waste 0.00
Sensitive Population —
Asthma 51.7
Cardio-vascular 68.3
Low Birth Weights 87.0
Socioeconomic Factor Indicators —
Education 79.3
Housing 85.8
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Linguistic 86.4
Poverty 77.8
Unemployment 82.7

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

Indicator Result for Project Census Tract
Economic —
Above Poverty 20.65956628
Employed 50.78916977
Median HI 14.62851277
Education —
Bachelor's or higher 22.50737842
High school enrollment 100
Preschool enrollment 51.58475555
Transportation —
Auto Access 28.53843193
Active commuting 41.87090979
Social —
2-parent households 23.52110869
Voting 17.9006801
Neighborhood —
Alcohol availability 60.38752727
Park access 49.1979982
Retail density 55.63967663
Supermarket access 22.55870653
Tree canopy 40.84434749
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Housing —
Homeownership 8.045682022
Housing habitability 14.8209932
Low-inc homeowner severe housing cost burden 48.97985371 Low-inc renter severe housing cost burden 24.99679199
Uncrowded housing 18.58077762
Health Outcomes —
Insured adults 20.10778904
Arthritis 68.4
Asthma ER Admissions 35.5
High Blood Pressure 61.0
Cancer (excluding skin) 89.7
Asthma 18.0
Coronary Heart Disease 72.1
Chronic Obstructive Pulmonary Disease 37.6
Diagnosed Diabetes 33.2
Life Expectancy at Birth 72.3
Cognitively Disabled 92.5
Physically Disabled 55.6
Heart Attack ER Admissions 29.9
Mental Health Not Good 18.5
Chronic Kidney Disease 55.3
Obesity 20.3
Pedestrian Injuries 89.1
Physical Health Not Good 23.1
Stroke 45.2
Health Risk Behaviors —
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Binge Drinking 65.1
Current Smoker 21.4
No Leisure Time for Physical Activity 22.0
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 43.1
Elderly 56.5
English Speaking 15.9
Foreign-born 78.6
Outdoor Workers 31.6
Climate Change Adaptive Capacity —
Impervious Surface Cover 71.9
Traffic Density 76.9
Traffic Access 70.3
Other Indices —
Hardship 84.3
Other Decision Support —
2016 Voting 30.3

7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 85.0 Healthy Places Index Score for Project Location (b) 20.0 Project Located in a Designated Disadvantaged Community (Senate Bill 535) Y es Project Located in a Low-Income Community (Assembly Bill 1550) Y es Project Located in a Community Air Protection Program Community (Assembly Bill 617) No 911
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a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

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

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

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

8. User Changes to Default Data
Screen Justification
Land Use Taken from Site Plan
Construction: Construction Phases Building, Paving, and Architectural Coating overlap to present a conservative analysis Construction: Off-Road Equipment T/L/B replaced with Crawler Tractor to accurately calculate disturbance for Site Preparation and Grading phases
Standard 8-hour work days
Construction: Trips and VMT Vendor Trips adjusted based on CalEEMod defaults for Building Construction and number of days for Site Preparation, Grading, and Building Construction
Construction: Architectural Coatings SCAQMD Rule 1113
Operations: Vehicle Data Taken from ITE 11th edition
Operations: Refrigerants As of 1 January 2022, new commercial refrigeration equipment may not use refrigerants with a GWP of 150 or greater. Further, R-404A (the CalEEMod default) is unacceptable for new supermarket and cold storage systems as of 1 January 2019 and 2023, respectively. 912

PALADIN ONTARIO

NOISE IMPACT ANALYSIS

CITY OF ONTARIO

P
REPARED BY:

William Maddux
[email protected]
(619) 778-1971

J
ANUARY 13, 2023

14834-02 Noise Study

913

914
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TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................. I APPENDICES ......................................................................................................................................... II LIST OF EXHIBITS .................................................................................................................................. II LIST OF TABLES ................................................................................................................ ................... III LIST OF ABBREVIATED TERMS ............................................................................................................. III EXECUTIVE SUMMARY ......................................................................................................................... 1 On-Site Traffic Noise ................................................................................................................................ 1 Off-Site Traffic Noise ................................................................................................................................ 1 Operational Noise .................................................................................................................................... 1 Construction Noise Impacts ..................................................................................................................... 2 Construction Vibration Impacts ............................................................................................................... 2 Airports .................................................................................................................................................... 2 Summary of CEQA Significance Findings ................................................................................................. 3 1 INTRODUCTION ........................................................................................................................... 5

1.1 Site Lo cation .................................................................................................................................. 5

1.2 Project De scription ........................................................................................................................ 5 2 FUNDAMENTALS ......................................................................................................................... 9

2.1 Range of Noise .............................................................................................................................. 9

2.2 Noise De scriptors ........................................................................................................................ 10

2.3 Sound Prop agation ...................................................................................................................... 10

2.4 Noise Control .............................................................................................................................. 11

2.5 Noise Barrier Attenuation ........................................................................................................... 11

2.6 Land Use Compatib ility With Noise ............................................................................................ 12

2.7 Community Resp onse to Noise ................................................................................................... 12

2.8 Vibr ation ..................................................................................................................................... 13 3 REGULATORY SETTING .............................................................................................................. 15

3.1 State of Californi a Noise Requirements ...................................................................................... 15

3.2 City of Ontario Gene ral Plan Noise Element ............................................................................... 15

3.3 Operational No ise Standards ...................................................................................................... 16

3.4 Construction Noise Standards..................................................................................................... 17

3.5 Vibration Standards .................................................................................................................... 18

3.6 Airport Land Use Compatibility ................................................................................................... 18 4 SIGNIFICANCE CRITERIA ............................................................................................................ 21

4.1 Noise Level Increa ses (Threshold A) ........................................................................................... 21

4.2 Vibration (T hreshold B) ............................................................................................................... 22

4.3 Public And Private Ai rports (Threshold C) ................................................................................... 22

4.4 Significance Cr iteria Summary .................................................................................................... 22 5 TRAFFIC NOISE METHODS AND PROCEDURES ............................................................................ 25

5.1 FHWA Traffic Nois e Prediction Model ........................................................................................ 25

5.2 On-Site Traffic Noise Pr ediction Model Inputs ........................................................................... 25 6 ON-SITE TRAFFIC NOISE ANALYSIS ............................................................................................. 27

6.1 Exterior No ise Analysis ................................................................................................................ 27 915
Paladin Ontario Noise Impact Analysis
14834-02 Noise Study
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6.2 Interior No ise Analysis ................................................................................................................ 29 7 OFF-SITE TRANSPORTATION NOISE IMPACTS ............................................................................ 33 8 OFF-SITE SENSITIVE RECEIVER LOCATIONS ................................................................................. 35 9 OPERATIONAL NOISE IMPACTS ................................................................................................. 37

9.1 Operational Noise Sources .......................................................................................................... 37

9.2 Reference Noise Levels .................................................................................................... ........... 37

9.3 CadnaA Noise Pr ediction Model ................................................................................................. 40

9.4 Project Operatio nal Noise Levels ................................................................................................ 41

9.5 Project Operational No ise Level Compliance .............................................................................. 42 10 CONSTRUCTION IMPACTS ......................................................................................................... 45

10.1 Construction Noise Levels ........................................................................................................... 45

10.2 Typical Construction Reference Noise Levels ............................................................................. 45

10.1 Construction Noise Analysis ........................................................................................................ 47

10.2 Construction Nois e Level Compliance ........................................................................................ 48

10.5 Construction Vi bration Analysis .................................................................................................. 48 11 AIRPORT NOISE ......................................................................................................................... 51 12 REFERENCES .............................................................................................................................. 53 13 CERTIFICATION .......................................................................................................................... 55

APPENDICES
APPENDIX 3.1: CITY OF ONTARIO MUNICIPAL CODE
APPENDIX 6.1: ON-SITE NOISE CALCULATIONS
APPENDIX 9.1: CADNAA OPERATIONAL NOISE CALCULATIONS
APPENDIX 10.1: CADNAA CONSTRUCTION NOISE CALCULATIONS

LIST OF EXHIBITS
EXHIBIT 1-A: LOCATION MAP .............................................................................................................. 6 EXHIBIT 1-B: SITE PLAN........................................................................................................................ 7 EXHIBIT 2-A: TYPICAL NOISE LEVELS .................................................................................................... 9 EXHIBIT 2-B: NOISE LEVEL INCREASE PERCEPTION ............................................................................. 13 EXHIBIT 2-C: TYPICAL LEVELS OF GROUND-BORNE VIBRATION .......................................................... 14 EXHIBIT 3-A: ONTARIO NOISE LEVEL EXPOSURE AND LAND USE COMPATIBILITY GUIDELINES ........... 16 EXHIBIT 3-B: ONT AIRPORT NOISE LEVEL CONTOURS .......................................................................... 19 EXHIBIT 7-A: ON-SITE RECEIVER LOCATIONS ...................................................................................... 28 EXHIBIT 8-A: RECEIVER LOCATIONS ................................................................................................... 36 EXHIBIT 9-A: OPERATIONAL NOISE SOURCE LOCATIONS .................................................................... 38 EXHIBIT 10-A: CONSTRUCTION NOISE SOURCE AND RECEIVER LOCATIONS ........................................ 46

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LIST OF TABLES
TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS .................................................................. 3 TABLE 3-1: OPERATIONAL NOISE STANDARDS ................................................................................... 17 TABLE 4-1: SIGNIFICANCE CRITERIA SUMMARY .................................................................................. 22 TABLE 5-1: ON-SITE ROADWAY PARAMETERS ................................................................................... 25 TABLE 5-2: TIME OF DAY VEHICLE SPLITS ........................................................................................... 26 TABLE 5-3: WITHOUT PROJECT VEHICLE MIX ..................................................................................... 26 TABLE 6-1: EXTERIOR NOISE LEVELS ................................................................................................... 27 TABLE 6-3: FIRST FLOOR INTERIOR NOISE LEVELS (CNEL) ................................................................... 30 TABLE 6-4: SECOND FLOOR INTERIOR NOISE LEVELS (CNEL) ............................................................... 31 TABLE 6-5: THIURD FLOOR INTERIOR NOISE LEVELS (CNEL) ................................................................ 32 TABLE 9-1: REFERENCE NOISE LEVELS ................................................................................................ 39 TABLE 9-2: DAYTIME PROJECT OPERATIONAL NOISE LEVELS .............................................................. 41 TABLE 9-3: NIGHTTIME PROJECT OPERATIONAL NOISE LEVELS ........................................................... 42 TABLE 9-4: OPERATIONAL NOISE LEVEL COMPLIANCE ....................................................................... 43 TABLE 10-1: CONSTRUCTION REFERENCE NOISE LEVELS .................................................................... 47 TABLE 10-2: CONSTRUCTION EQUIPMENT NOISE LEVEL SUMMARY ................................................... 48 TABLE 10-3: CONSTRUCTION NOISE LEVEL COMPLIANCE ................................................................... 48 TABLE 10-4: VIBRATION SOURCE LEVELS FOR CONSTRUCTION EQUIPMENT ...................................... 49 TABLE 10-5: PROJECT CONSTRUCTION VIBRATION LEVELS ................................................................. 50

LIST OF ABBREVIATED TERMS
(1) Reference
ADT Average Daily Traffic
CEQA California Environmental Quality Act
CNEL Community Noise Equivalent Level
dBA A-weighted decibels
EPA Environmental Protection Agency
FHWA Federal Highway Administration
FTA Federal Transit Administration
I-10 Interstate 10
INCE Institute of Noise Control Engineering
L
eq Equivalent continuous (average) sound level
Lmax Maximum level measured over the time interval
Lmin Minimum level measured over the time interval
mph Miles per hour
NR Noise Reduction
ONT Ontario International Airport
Project Paladin Ontario
REMEL Reference Energy Mean Emission Level
TNM Traffic Noise Model
STC Sound Transmission Class
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1 EXECUTIVE SUMMARY
Urban Crossroads, Inc. has prepared this noise study to determine the noise exposure and the necessary noise abatement measures for the proposed Paladin Ontario development (“Project”).

The Project site is located on th e southeast corner of Corona Avenue and G Street in the City of Ontario. The Project includes the development of a 118-room hotel and 2,771 square foot fast- food restaurant with drive-through. This noise impact analysis was prepared to satisfy the City of Ontario noise level standards and ensure that adequate noise abatement measures are incorporated into the Project’ s development. In addition, re commendations for exterior and interior noise abatement are identified based on the latest Project site plans.

ON-SITE TRAFFIC NOISE
A noise impact analysis has been completed to determine the on-site traffic noise exposure levels that would result from nearby transportation noise sources, and to identify potential noise mitigation measures that would achieve acceptable Project exterior and interior noise levels. The primary source of traffic noise affecting the Projec t site is anticipated to be from East G Street and Corona Avenue. No exterior noise mitigation is required to satisfy the City of Ontario General Plan Noise Element exterior land use/noise level compatibility criteria for hotel/motel outdoor use areas.

The planned development buildings will achieve a noise reduction (NR) of at least 25 dBA. Based on the predicted exterior noise levels, the Project would satisfy the City of Ontario interior noise standards for commercial occupied spaces of 50 dBA CNEL and the interior noise level standards for hotel/motel of 45 dBA CNEL. No special no ise reduction measures other than a windows- closed condition would be required. Therefore, the future on-site interior traffic noise impacts will be less than significant.

OFF-SITE TRAFFIC NOISE
Traffic generated by the operation of the proposed Project will influence th e traffic noise levels in surrounding off-site areas. To quantify the traffic noise increa ses on the surrounding off-site areas, the changes in traffic noise levels on roadway segments surrounding the Project site were evaluated based on the change in the average da ily traffic (ADT) volumes. The Project would generate 1,430 trips which would result in a less than 3 dBA increase on local streets. Therefore, the unmitigated Project-related traffic noise level increases will be less than significant.

OPERATIONAL NOISE
Using reference noise levels to represent the expected noise sources from the Project, this analysis estimates the Project-related stationa ry-source operational noise levels at nearby receiver locations. The typical activities associ ated with the Project are anticipated to include drive through speakers, roof-mo unted air conditioning units, tras h enclose activity, parking lot activities, and swimming pool acti vities. Project operational noise levels are expected to range from 38.8 to 45.5 dBA L eq during the daytime hours of 7:00 a.m. to 10:00 p. m. and 29.4 to 919
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2 42.4 dBA Leq during the nighttime hours of 10:00 p.m. to 7:00 a.m. Thus, the operational noise analysis shows that Project activities will satisfy Section 5-29.04 of the City of Ontario Municipal Code daytime and nighttime exterior noise thresholds at all receiver locations.

CONSTRUCTION NOISE IMPACTS
Using sample reference noise levels to represen t the planned construction activities of the Project site, this analysis estimates the Projec t-related construction no ise levels at nearby sensitive receiver locations. Since the City of Ontario General Plan a nd Municipal Codes do not identify specific construction noise level thresholds, an hourly average Leq threshold is identified based on the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual for noise sensitive residential use. The Pr oject-related short-term construction noise levels are expected to approach 67.9 dBA L eq and will satisfy the 80 dBA L eq construction noise level threshold at all receiver locations. Additi onally, construction activities are planned to typically occur between 7:00 a.m. to 6:00 p.m. except on Sundays and Federal holidays and would comply with the City of Ontario’s limitation on allowable hours of construction per Section 5-

29.09. Therefore, based on the results of this analysis, all nearby sensitive receiver locations will experience less than significant impacts due to Project construction noise levels.

CONSTRUCTION VIBRATION IMPACTS
Construction activity can resu lt in varying degrees of gro und vibration, depending on the equipment and methods used, distance to the affect ed structures, and soil ty pe. It is expected that ground-borne vibration from Project construc tion activities would cause only intermittent, localized intrusion. Ground-borne vibration levels resulting from typical construction activities occurring within the Project site were estima ted by data published by the Federal Transit Administration (FTA). At the nearest receivers Project construction vibration levels are expected to range from less than 0.01 to 0.05 in/sec PPV (in/sec). Based on maximum acceptable vibration threshold of 0.30 PPV (in/sec), the typical Project construction vibration levels will comply with Caltrans vibration thresholds at all receiv er locations and vibration impacts would be less than significant.

AIRPORTS
Lodging land uses located inside the 60 dBA CNEL noise level contours of ONT, such as the Project, are considered conditional and must reduce interior noise levels to 45 dBA CNEL to be considered compatible. Standard building construction pr actices required under the State of California Green Building Standards Code (CALGreen) typically provide up to 25 dBA CN EL of attenuation.

With respect to noise generated by the ONT Ai rport facilities and activities, application of standard CALGreen construction practices would yield acceptable Project interior noise levels of approximately 35-40 dBA CNEL. The Project does not propose or require facilities or actions that would contribute to or exacerbate noise generated by ONT facilities and activities. Based on the preceding, the Project would not be adversely affe cted by airport/airfield noise, nor would the Project contribute to or result in adverse airport/airfield noise impacts. 920
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3 SUMMARY OF CEQA SIGNIFICANCE FINDINGS
The results of this Paladin Ontario Noise Impact Analysis are summarized below based on the significance criteria in Section 4 of this repo rt consistent with Appendix G of the California Environmental Quality Act (CEQA) Guidelines. (1)(1) Table ES-1 shows the findings of significance for each potential noise and/or vibration im pact under CEQA before and after any required mitigation measures described below.

TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS
Analysis Report
Section
Significance Findings
Unmitigated Mitigated
On-Site Traffic Noise 6 Less Than Significant -
Off-Site Traffic Noise 7 Less Than Significant -
Operational Noise 9 Less Than Significant -
Construction Noise 10 Less Than Significant -
Construction Vibration Less Than Significant -
Aircraft Noise 11 Less Than Significant -

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5 1 INTRODUCTION
This noise analysis has been completed to de termine the noise impacts associated with the development of the proposed Paladin Ontario development (“Project”). This noise study briefly describes the proposed Project, provides information regarding noise fundamentals, sets out the local regulatory setting, presents the study methods and procedures noise analysis, evaluates the potential noise impacts from operation and cons truction of the Project, and as necessary, identifies mitigation measures to reduce impacts.

1.1 S ITE LOCATION
The proposed Paladin Ontario site is located on the southeast corner of East G Street and North Corona Avenue in the City of Ontario, as shown on Exhibit 1-A. The project site is approximately 970 feet east of Interstate 10 (I-10), and a pproximately 0.5 miles north of the Ontario International Airport (ONT).

1.2 P ROJECT DESCRIPTION
The Project includes the development of a 118- room hotel and 2,771 square foot fast-food restaurant with a drive-through, as shown on Exhibit 1-B.

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6 EXHIBIT 1-A: LOCATION MAP

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7 EXHIBIT 1-B: SITE PLAN

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9 2 FUNDAMENTALS
Noise is simply defined as "unwanted sound." Sound becomes unwanted when it interferes with normal activities, when it causes actual physical harm or when it has adverse effects on health.

Noise is measured on a logarithmic scale of so und pressure level known as a decibel (dB). A- weighted decibels (dBA) approximate the subj ective response of the human ear to broad frequency noise source by discriminating agains t very low and very hi gh frequencies of the audible spectrum. They are adjusted to reflect only those frequencies which are audible to the human ear. Exhibit 2-A presents a summary of the typical noise levels and their subjective loudness and effects that are described in more detail below.

EXHIBIT 2-A: TYPICAL NOISE LEVELS
Source: Environmental Protection Agency Office of Noise Abatement and Control, Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety (EPA/ONAC 550/9-74-004) March 1974.

2.1 R ANGE OF NOISE
Since the range of intensities that the human ear can detect is so large, the scale frequently used to measure intensity is a scale based on multiples of 10, the lo garithmic scale. The scale for measuring intensity is the decibel scale. Each interval of 10 decibels indicates a sound energy ten times greater than before, which is perceived by the human ear as being roughly twice as loud. (2) The most common sounds vary between 40 dBA (very quiet) to 100 dBA (very loud). Normal conversation at three feet is roughly at 60 dBA, while loud jet engine no ises equate to 110 dBA 927
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10 at approximately 100 feet, which can cause serious discomfort. (3) Another important aspect of noise is the duration of the sound and the way it is described and distributed in time.

2.2 N OISE DESCRIPTORS
Environmental noise descriptors are generally ba sed on averages, rather than instantaneous, noise levels. The most used fi gure is the equivalent level (L eq). Equivalent sound levels are not measured directly but are calculated from so und pressure levels typically measured in A- weighted decibels (dBA). The equivalent sound level (L eq) represents a steady state sound level containing the same total energy as a time varyin g signal over a given sample period (typically one hour) and is commonly used to describe the “average” noise levels within the environment.

Peak hour or average noise le vels, while useful, do not comp letely describe a given noise environment. Noise levels lowe r than peak hour may be disturbing if they occur during times when quiet is most desirable, namely evening a nd nighttime (sleeping) ho urs. To account for this, the Community Noise Equivalent Level (CNEL), representing a composite 24-hour noise level is utilized. The CNEL is the weighted average of the intensity of a sound, with corrections for time of day, and averaged over 24 hours. The time -of-day corrections require the addition of 5 decibels to dBA Leq sound levels in the evening from 7:00 p.m. to 10:00 p.m., and the addition of 10 decibels to dBA L eq sound levels at night between 10:00 p.m. and 7:00 a.m. These additions are made to account for the noise sensitive ti me periods during the evening and night hours when sound appears louder. CNEL does not represent the actual sound level heard at any time, but rather represents the total sound exposure. The City of Ontario relies on the 24-hour CNEL level to assess land use compatibility with transportation related noise sources.

2.3 S OUND PROPAGATION
When sound propagates over a distance, it changes in level and frequency content. The way noise reduces with distance depends on the following factors.

2.3.1 G EOMETRIC SPREADING
Sound from a localized source (i.e., a stationary point source) propagates uniformly outward in a spherical pattern. The sound level a ttenuates (or decreases) at a rate of 6 dB for each doubling of distance from a point source. Highways consist of several localized noise sources on a defined path and hence can be treated as a line source, which approximates the effect of several point sources. Noise from a line source propagates ou tward in a cylindrical pattern, often referred to as cylindrical spreading. Sound leve ls attenuate at a rate of 3 dB for each doubling of distance from a line source. (2)

2.3.2 G ROUND ABSORPTION
The propagation path of noise from a highway to a receiver is us ually very close to the ground.

Noise attenuation from ground absorption and reflective wave canceling adds to the attenuation associated with geometric spreading. Tradit ionally, the excess attenuation has also been expressed in terms of attenuation per doubling of distance. This approximation is usually 928
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11 sufficiently accurate for distances of less than 200 ft. For acoustically hard sites (i.e., sites with a reflective surface between the source and the rece iver, such as a parking lot or body of water), no excess ground attenuation is assu med. For acoustically absorpti ve or soft sites (i.e., those sites with an absorptive ground surface between th e source and the receiver such as soft dirt, grass, or scattered bushes and trees), an excess ground attenuation value of 1.5 dB per doubling of distance is normally assume d. When added to the cylindrical spreading, the excess ground attenuation results in an overall drop-off rate of 4.5 dB per doubling of distance from a line source. (4)

2.3.3 A TMOSPHERIC EFFECTS
Receivers located downwind from a source can be exposed to increased noise levels relative to calm conditions, whereas locations upwind can ha ve lowered noise levels. Sound levels can be increased at large distances (e.g., more than 500 feet) due to atmospheric temperature inversion (i.e., increasing temperature with elevation). Ot her factors such as air temperature, humidity, and turbulence can also have significant effects. (2)

2.3.4 S HIELDING
A large object or barrier in the path between a noise source and a receiver can substantially attenuate noise levels at the receiver. The amount of attenuation provided by shielding depends on the size of the object and the frequency content of the nois e source. Shielding by trees and other such vegetation typically only has an “out of sight, out of mind” effect. That is, the perception of noise impact tends to decrease when vegetation blocks the line-of-sight to nearby residents. However, for vegetation to provide a substantial, or even noticeable, noise reduction, the vegetation area must be at least 15 feet in height, 100 feet wide and dense enough to completely obstruct the line-of sight between the source and the receiver. This size of vegetation may provide up to 5 dBA of noise reduction. Th e Federal Highway Administration (FHWA) does not consider the planting of vegetation to be a noise abatement measure (4).

2.4 N OISE CONTROL
Noise control is the process of obtaining an ac ceptable noise environment for an observation point or receiver by controlling th e noise source, transmission path, receiver, or all three. This concept is known as the source-path-receiver conc ept. In general, nois e control measures can be applied to these three elements.

2.5 N OISE BARRIER ATTENUATION
Effective noise barriers can reduce noise levels by up to 10 to 15 dBA, cutting the loudness of traffic noise in half. A noise barrier is most e ffective when placed close to the noise source or receiver. Noise barriers, however, do have limitations. For a nois e barrier to work, it must be high enough and long enough to block the path of the noise source (4). 929
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12 2.6 L AND USE COMPATIBILITY WITH NOISE
Some land uses are more tolerant of noise than others. For example, schools, hospitals, churches, and residences are more sensitive to noise intrusion than are commercial or industrial developments and related activities. As ambien t noise levels affect the perceived amenity or livability of a development, so too can the mismanagement of noise impacts impair the economic health and growth potential of a community by reducing the area’s desirability as a place to live, shop and work. For this reason, land use compatibility with the noise environment is an important consideration in the planning and desi gn process. The FHWA encourages State and Local government to regulate land development in such a way that noise-sensitive land uses are either prohibited from being located adjacent to a highway, or that the developments are planned, designed, and constructed in such a way that noise impacts are minimized (5).

2.7 C OMMUNITY RESPONSE TO NOISE
Community responses to noise may range from registering a complaint by telephone or letter, to initiating court action, depending upon everyone’s susceptibility to noise and personal attitudes about noise. Several factors are related to the level of community annoyance including:
 Fear associated with noise producing activities;
 Socio-economic status and educational level;
 Perception that those affected are being unfairly treated;  Attitudes regarding the usefulness of the noise-producing activity;  Belief that the noise source can be controlled.

Approximately ten percent of the population has a very low tolerance for noise and will object to any noise not of their making. Consequently, even in the quietest environment, some complaints will occur. Twenty-five percent of the population will not complain even in very severe noise environments. Thus, a variety of reactions can be expected from people exposed to any given noise environment. (6) Surveys have shown that about ten percent of the people exposed to traffic noise of 60 dBA will report being highly annoyed with the noise, and each increase of one dBA is associated with approximately two percen t more people being hi ghly annoyed. When traffic noise exceeds 60 dBA or aircraft noise exceeds 55 dBA, people may begin to complain. (6) Despite this variability in behavior on an indi vidual level, the population can be expected to exhibit the following responses to changes in noise levels as shown on Exhibit 2-B. A change of 3 dBA is considered barely perceptible, and changes of 5 dBA are considered readily perceptible. (4)

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13 EXHIBIT 2-B: NOISE LEVEL INCREASE PERCEPTION

2.8 V IBRATION
Manual, vibration is the periodic oscillation of a medium or object. The rumbling sound caused by the vibration of room surfaces is called st ructure-borne noise. Sources of ground-borne vibrations include natural phenomena (e.g., earthquakes, volcanic eruptions, sea waves, landslides) or human-made causes (e.g., explosions, machinery, traffic, trains, construction equipment). Vibration sources may be continuous, such as factory machinery, or transient, such as explosions. As is the case with airborne sound, ground-borne vibrations may be described by amplitude and frequency.

Additionally, in contrast to ai rborne noise, ground- borne vibration outdoors is not a common environmental problem and annoyance from gro und-borne vibration is almost exclusively an indoor phenomenon (7). Therefore, the effects of vibrations should only be evaluated at a structure and the effects of the building structure on the vibration should be considered. Wood- frame buildings, such as typical residential structures, are more easily excited by ground vibration than heavier buildings. In contrast, large masonr y buildings with spread footings have a low response to ground vibration (7). In general, the heavier a building is, the lower the response will be to the incident vibration ener gy. However, all structurers re duce vibration levels due to the coupling of the building to the soil.

There are several different methods that are used to quantify vibration. The peak particle velocity (PPV) is defined as the maximum instantaneous peak of the vibration signal (7). The PPV is most frequently used to desc ribe vibration impacts to buildings but is not always suitable for evaluating human response (annoyance) because it takes some time for the human body to respond to vibration signals. Instead, the human body responds to average vibration amplitude often described as the root mean square (RMS). The RMS amplitude is defined as the average of the squared amplitude of the signal and is most frequently used to describe the effect of vibration on the human body (7). However, the RMS am plitude and PPV are related mathematically, and the RMS amplitude of equipment is typically calculated from the PPV reference level. The RMS amplitude is approximately 70% of the PPV (8). Thus, either can be used on the description of vibration impacts.

While not universally accepted, vibration decibel notation (VdB) is anot her vibration notation developed and used by the FTA in their guidance manual to describe vibration levels and provide a background of common vibratio n levels and set vibration limit s (9). Decibel notation (VdB) 0123456789 1 0
Just Perceptible
Barely Perceptible
Readily Perceptible
Twice as Loud
Noise…
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14 serves to reduce the range of numbers used to describe vibration levels and is used in this report to describe vibration levels.

As stated in the FTA guidance manual, the background vibration-velocity level in residential areas is generally 50 VdB. Ground-borne vibration is normally perceptible to humans at approximately 65 VdB. For most people, a vibration-velocity level of 75 VdB is the approximate dividing line between barely perceptible and distinctly perceptible levels. Typical outdoor sources of perceptible ground-borne vibration are construction equipment, steel-wheeled trains, and traffic on rough roads. If a roadway is smooth, the gr ound-borne vibration is ra rely perceptible. The range of interest is from approximately 50 VdB, which is the typical background vibration-velocity level, to 100 VdB, which is the general thresh old where minor damage can occur in fragile buildings. Exhibit 2-C illustrates common vibr ation sources and the human and structural response to ground-borne vibration.

EXHIBIT 2-C: TYPICAL LEVELS OF GROUND-BORNE VIBRATION

Source: Federal Transit Administration (FTA) Transit Noise Impact and Vibration Assessment Manual 932
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15 3 REGULATORY SETTING
The federal government, the State of Califor nia, various county governments, and most municipalities in the state have established standa rds and ordinances to control noise. In most areas, automobile and truck traffi c is the major source of environm ental noise. Traffic activity generally produces an average soun d level that remains constant wi th time. Air and rail traffic, and commercial and industrial activities are also major sources of noise in some areas. Federal, state, and local agencies regulate different aspe cts of environmental noise. Federal and state agencies generally set noise standards for mobile sources such as aircraft and motor vehicles, while regulation of stationary sources is left to local agencies.

3.1 S TATE OF CALIFORNIA NOISE REQUIREMENTS
The State of California regulates freeway noise, sets standards for sound transmission, provides occupational noise control criteria, identifies no ise standards, and provides guidance for local land use compatibility. State law requires that each county and city adopt a General Plan that includes a Noise Element which is to be prepared per guidelines adopted by the Governor’s Office of Planning and Research (OPR). (10) The purpose of the Noise Element is to limit the exposure of the community to excessive noise levels. In addition, the California Environmental Quality Act (CEQA) requires that all known environmental effects of a project be analyzed, including environmental noise impacts.

3.2 C ITY OF ONTARIO GENERAL PLAN NOISE ELEMENT
The City of Ontario General Plan (Policy Plan) identifies several policies to minimize the impacts of excessive noise levels throughout the comm unity. Policy Plan Section S4, Noise Hazards, establishes a goal of maintaining an environment where noise do es not adversely affect the public’s health, safety, and welfare. (11) To satisfy this goal, the Policy Plan identifies seven policies related to: noise mitiga tion; coordination with transp ortation authorities; noise mitigation; truck traffic; roadway design; airpor t noise compatibility and rail noise mitigation.

The noise criteria identified on Table 5-13- 3 of The Ontario Plan 2050 Final Supplemental Environmental Impact Report (FSEIR) (12) provid e guidelines to evaluate land use compatibility within various noise environments. Table 5-13-3 is reproduced here as Exhibit 3-A Ontario Noise Level Exposure and Land Use Compatibility Guidelines.

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16 EXHIBIT 3-A: ONTARIO NOISE LEVEL EXPOSURE AND LAND USE COMPATIBILITY GUIDELINES

Source: The Ontario Plan 2050 Draft SEIR (Table 5.13-3).

3.3 O PERATIONAL NOISE STANDARDS
To analyze noise impacts originating from a designated fixed location or private property such as the Paladin Ontario, stationary-source (operational) noise levels are evaluated against standards established under a City of Ontario’s Municipal Co de. The City of Ontario requires that noise from new stationary sources in the city comply with the City of Ontario’s Noise Ordinance, which limits the acceptable noise at the property line of the impacted property, to reduce nuisances to sensitive land uses. Compliance with the City of Ontario’s Noise Ordinance would result in noise levels that are acceptable to the City of Ontari o and would result in le ss than significant noise impacts from stationary sources. The City of Ontario Municipa l Code, Title 5, Chapter 29 noise standards are included in Appendix 3.1.

Section 5-29.04(a) identifies the allowable daytime and nighttime ambient exterior noise standards for each land use type. For commercial land uses (Noise Zone IV), such as the Project, ambient exterior noise levels may not exceed 65 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and may not exceed 60 dBA Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.).

For residential land uses (Noise Zone I), ambient exterior noise levels may not exceed 65 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and may not exceed 45 dBA L eq during the 934
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17 nighttime hours (10:00 p.m. to 7:00 a.m.) (13). The lower noise level standard shall apply on the boundary between two (2) different noise zones. If the ambient noise level exceeds the resulting standard, the ambient noise level shall be th e standard. The maximum acceptable Project- related operational noise levels received at off-site land uses in the City of Ontario are identified on Table 3-1.

TABLE 3-1: OPERATIONAL NOISE STANDARDS
Noise Zone Land Use
Exterior Noise Levels (dBA Leq)2
Daytime
(7am-10pm)
Nighttime
(10pm-7am)
I Single-Family Residential 65 45
II Multi-Family Residential 65 50
III Commercial 65 60
IV Residential Mixed-Use 70 70
V Manufacturing and Industrial 70 70
1 Source: Section 5-29.04 of the City of Ontario Municipal Code (Appendix 3.1). 2 Leq represents a steady state sound level containing the same total energy as a time varying signal over a given period.

3.4 C ONSTRUCTION NOISE STANDARDS
The City of Ontario has set restri ctions to control noise impacts associated with construction.

Section 5-29.09 of the Municipal Code states: No person, while engaged in construction, remodeling, digging, grading, demolition or any other related building activity, shall operate any tool, equipment or machine in a manner that produces loud noise that disturbs a person of normal sensitivity who works or resides in the vicinity, or a Police or Code Enforcement Officer, on any weekday except between the hours of 7:00 a.m. and 6:00 p.m. or on Saturday or Sunday between the hours of 9:00 a.m. and 6:00 p.m . (13) While the City establishes limits to the hours during which construction activity may take place, it does not identify specific noise level limits for construction noise levels at potentially affected receiver locations for CEQA analysis purposes.

Construction noise would be considered significant if construction activities occurring outside of the hours specified (7:00 AM and 6:00 PM w eekdays and 9:00 AM to 6:00 PM weekends, excluding federal holidays) or if construction ac tivities substantially elevate the ambient noise environment at noise-sensitive uses for a substant ial period. It is assumed that the Modified Project construction activities would comply with the City’s hour of activity restrictions, thereby precluding construction activities during noise-sensitive time periods. However, neither the City of Ontario General Plan Noise Element or Municipal Codes establish numeric maximum acceptable construction source noise levels at potentially affected receivers, which would allow for a quantified determination of what CEQA constitutes a substantial temporary or permanent increase in ambient noise levels. Therefore, a numerical construction threshold based on Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual is used for analysis of daytime construction impacts. Th e FTA considers a daytime exterior construction noise level of 80 dBA Leq as a reasonable threshold for noise sensitive land use. (14 p. 179) 935
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18 3.5 V IBRATION STANDARDS
Construction activity can result in varying degr ees of ground-borne vibration, depending on the equipment and methods used, distan ce to the affected structures and soil type. Construction vibration is generally associated with pile dr iving and rock blasting . Other construction equipment such as air compressors, light trucks, hydraulic loaders, etc., generates little or no ground vibration. (14) To an alyze vibration impacts origin ating from the operation and construction of Paladin Ontario, vibration-gene rating activities are appropriately evaluated against standards established under a City’s Municipal Code, if such standards exist. However, the City of Ontario does not identify specific vibration level limits. Therefore, for analysis purposes, the Caltrans Transportation and Construction Vibration Guidance Manual , (8 p. 38) Table 19, vibration damage are used in this noise study to assess potential temporary construction-related impacts at adjacent building locations. The nearest noise sensitive buildings adjacent to the Project site can best be desc ribed as “older residential structures” with a maximum acceptable continuous vibration threshold of 0.3 PPV (in/sec).

3.6 A IRPORT LAND USE COMPATIBILITY
The Project site is located approximately 0.5 m iles north of the Ontario International Airport (ONT). This places the Project site within the ONT Airport Influence Area according to Policy Map 2-1 of the Ontario International Airport Land Use Compatibility Plan (ONT ALUCP). The ONT ALUCP was amended July 2018 to promote compatibility between airport and the land uses that surround it (15). Since the Project site is located within the ONT Airport Influence Area, the Project is subject to the Noise Criteria established on Table 2-3 in the ONT ALUCP. As shown on Exhibit 3-B, the Project site is located within the ONT Airport In fluence Area and just inside the 60 dBA CNEL airport noise impact zone consistent with Policy Ma p 2-3. According to Table 2-3 of the ONT ALUCP, the Paladin Ontario, land uses located inside the 60 dBA CNEL, are considered conditional.

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19 EXHIBIT 3-B: ONT AIRPORT NOISE LEVEL CONTOURS

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21 4 SIGNIFICANCE CRITERIA
The following significance criteria are based on currently adopted guidance provided by Appendix G of the California Environmental Quality Act (CE QA) Guidelines. (16) For the purposes of this report, impacts would be potentially significant if the Project results in or causes:

A. Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?
B. Generation of excessive ground-borne vibration or ground-borne noise levels? C. For a project located within the vicinity of a pri vate airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels?

4.1 N OISE LEVEL INCREASES (THRESHOLD A)
Noise level increases resulting from the Projec t are evaluated based on the Appendix G CEQA Guidelines described above at the closest se nsitive receiver locations. Under CEQA, consideration must be given to the magnitude of the increase, the existing baseline ambient noise levels, and the location of noise-sensitiv e receivers to determine if a noise increase represents a significant adverse environmental impact. This approach recognizes that there is no single noise increase that renders the noise impact significant. (17) This is primarily because of the wide variation in individual thresholds of annoyance and differing individual experiences with noise. Thus, an important way of determining a person’s subjective reaction to a new noise is the comparison of it to the existing enviro nment to which one has adapted—the so-called ambient environment. In general, the more a new noise exceeds the previously existing ambient noise level, the less acceptable the new noise will typically be judged.

4.1.1 N

OISE-SENSITIVE RECEIVERS
The Federal Interagency Committee on Noise (FICON) (18) developed guidance to be used for the assessment of project-generated increases in noise levels that consider the ambient noise level.

The FICON recommendations are based on studies that relate aircraft noise levels to the percentage of persons highly annoyed by aircraft noise. Although the FICON recommendations were specifically developed to assess aircraft noise impacts, these recommendations are often used in environmental noise impact assessments involving the use of cumulative noise exposure metrics, such as the average-daily noise level (CNEL) and equivalent continuous noise level (Leq).

As previously stated, the approach used in this noise study recognizes that there is no single noise increase that renders the noise impact significant , based on a 2008 Califor nia Court of Appeal ruling on Gray v. County of Madera. (17) For example, if the ambient noise environment is quiet (<60 dBA) and the new noise source greatly increases the noise levels, an impact may occur if the noise criteria may be exceeded. Therefore, for this analysis, a readily perceptible 5 dBA or greater project-related noise level increa se is considered a significant impact when the without project noise levels are below 60 dBA. Per the FICON, in areas where the without project noise levels 939
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22 range from 60 to 65 dBA, a 3 dBA barely perceptible noise level increase appears to be appropriate for most people. When the without project noise levels already exceed 65 dBA, any increase in community noise louder than 1.5 dBA or greater is considered a significant impact if the noise criteria for a given land use is exceeded, since it likely contributes to an existing noise exposure exceedance. These levels of increase s and their perceived acceptance are consistent with guidance provided by both the Federal Highway Administration (19 p. 9) and Caltrans (20 p. 2_48).

4.1.2 N ON-NOISE-SENSITIVE RECEIVERS
To determine if Project-related traffic noise level increases are significant at off-site non-noise- sensitive general industrial land uses, a barely perceptible 3 dBA criteria is used. When the without Project noise levels are greater than the normally acceptable 75 dBA CNEL land use compatibility criteria, a barely perceptible 3 dBA or greater noise level increase is considered a significant impact since the noise level criteria is already exceeded. The noise level increases used to determine significant impacts for non-no ise-sensitive land uses is generally consistent with the FICON noise level increase thresholds fo r noise-sensitive land uses but instead rely on Ontario Noise Level Exposure and Land Use Compatibility Guidelines normally acceptable 75 dBA CNEL exterior noise level criteria for non-noise sensitive general industrial land uses.

4.2 V IBRATION (THRESHOLD B)
As described in Section 3.5, the vibration impacts originating from the construction of the Paladin Ontario, vibration-generating activities are appr opriately evaluated using the Caltrans vibration damage thresholds to assess po tential temporary construction-r elated impacts at adjacent building locations. The nearest noise sensitive buildings adjacent to the Project site can best be described as “older residential structures” wi th a maximum acceptable continuous vibration threshold of 0.3 PPV (in/sec).

4.3 P UBLIC AND PRIVATE AIRPORTS (THRESHOLD C)
CEQA Noise Threshold C applies when there are ne arby public and private airports and/or air strips and focuses on land use compatibility of the Project to nearby airports and airstrips. The closest airport which would requi re additional noise analysis under CEQA guide line C is the Ontario International Airport. As previously indi cated in Section 3.6, the Project site is located within the ONT Airport Influence Area and inside the 60 dBA CNEL airport noise impact zone.

Therefore, airport noise impact s are evaluated against the ONT Airport Land Use Compatibility (ALUC) Plan.

4.4 S IGNIFICANCE CRITERIA SUMMARY
Noise impacts shall be considered significant if any of the following occur as a direct result of the proposed development. Table 4-1 shows the sign ificance criteria summary matrix that includes the allowable criteria used to identify potentially significant incremental noise level increases.

TABLE 4-1: SIGNIFICANCE CRITERIA SUMMARY
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23 Analysis Land Use Condition(s)
Significance Criteria
Daytime Nighttime
On-Site
Traffic Noise
Noise-
Sensitive1
Exterior Noise Level Criteria 65 dBA CNEL 2
Interior Noise Level Standard 45 dBA CNEL 2
Non-Noise
Sensitive2 Interior Noise Level Standard 50 dBA CNEL 2
Off-Site
Noise-
Sensitive1
if ambient is < 60 dBA CNEL ≥ 5 dBA CNEL Project increase if ambient is 60 - 65 dBA CNEL ≥ 3 dBA CNEL Project increase if ambient is > 65 dBA CNEL ≥ 1.5 dBA CNEL Project increase Non-Noise
Sensitive2 if ambient is > 75 dBA CNEL ≥ 3 dBA CNEL Project increase Operational
Residential Exterior Noise Level Limit 3 55 dBA L eq 45 dBA L eq Noise-
Sensitive1
if ambient is < 60 dBA Leq ≥ 5 dBA Leq Project increase if ambient is 60 - 65 dBA Leq ≥ 3 dBA Leq Project increase if ambient is > 65 dBA Leq ≥ 1.5 dBA Leq Project increase Construction Noise-
Sensitive
Noise Level Threshold4 80 dBA L eq 70 dBA L eq
Vibration Level Threshold5 0.3 PPV (in/sec) n/a
Airport Noise Motel/Hotel
Exterior Noise Level Criteria 65 dBA CNEL
Interior Noise Level Standard 45 dBA CNEL
1 FICON, 1992.
2 Table 5-13-3 of The Ontario Plan 2050 Final Supplemental Environmental Impact Report (FSEIR) (Exhibit 3-A) 3 City of Ontario Municipal Code Section 5-29.09(a)(Appendix 3.2) 4 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual. 5 Caltrans Transportation and Construction Vibration Manual, April 2020 Table 19. "Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m. "n/a" = construction activities are not planned during the nighttime hours; "PPV" = peak particle velocity.

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25 5 TRAFFIC NOISE METH ODS AND PROCEDURES
The following section outlines the methods and procedures used to estimate and analyze the future traffic noise environment. Consistent with City of Ontario Noise Level Exposure and Land Use Compatibility Guidelines (see Exhibit 3-A), all transpor tation related noise levels are presented in terms of the 24-hour CNEL’s.

5.1 FHWA TRAFFIC NOISE PREDICTION MODEL
The estimated roadway noise impacts from vehicu lar traffic were calculated using a computer program that replicates the Federal Highway Administration (FHWA) Traffic Noise Prediction Model- FHWA-RD-77-108. (21) The FHWA Model arrives at a predicted noise level through a series of adjustments to the Reference Energy Me an Emission Level (REMEL). In California the national REMELs are substituted with the California Vehicle Noise (Calveno) Emission Levels. (22) Adjustments are then made to the REMEL to a ccount for: the roadway classification (e.g., collector, secondary, major or arterial), the roadway active width (i.e., the distance between the center of the outermost travel lanes on each side of the roadway), the total average daily traffic (ADT), the travel speed, the percentages of automobiles, medium trucks, and heavy trucks in the traffic volume, the roadway grade, the angle of view (e.g., whether the roadway view is blocked), the site conditions ("hard" or "soft" relates to the absorption of the ground, pavement, or landscaping), and the percentage of total ADT which flows each hour throughout a 24-hour period.

5.2 O N-SITE TRAFFIC NOISE PREDICTION MODEL INPUTS
The on-site roadway parameters including the ADT volumes used for this analysis are presented on Table 5-1. Based on the City of Ontario Ge neral Plan, Mobility Element, East G Street is classified as a 2-lane Collector and North Corona Avenue is classified as a 2-lane local street (23).

To predict the future on-site noise environment at the Project site, the City of Ontario General Plan was used.

TABLE 5-1: ON-SITE ROADWAY PARAMETERS
Location Classification1 Lanes Average Daily
Traffic Volume
Speed
Limit
(mph)2
Site
Conditions2
East G Street Collector 2 12,000 40 Soft
North Corona Avenue Local 2 8,000 25 Soft
1 Road classifications based upon the City of Ontario General Plan Mobility Element.

The traffic volumes shown on Table 5-1 reflect future long-range traffic conditions needed to assess the future on-site traffic noise environment and to identify potential mitigation measures (if any) that address the worst-case future conditions. For the purposes of this analysis, soft site conditions were used to analyze the on-site traffic noise impacts for the Project study area. Soft site conditions account for the sound propagation loss over natural surfaces such as normal earth 943
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26 and ground vegetation. Research conducted by Caltrans has shown that the use of soft site conditions is appropriate for the application of the FHWA traffic noise prediction model used in this analysis. (24) Table 5-2 presents the time -of-day vehicle splits by vehicle type used to develop the 24-hour CNEL, and Table 5-3 presents the total traffic flow distributions (vehicle mixes) used for this analysis. The informatio n in Tables 5-2 and 5-3 provides the hourly distribution percentages of automobile, medium trucks, and heavy trucks for input into the FHWA Model based on roadway types.

TABLE 5-2: TIME OF DAY VEHICLE SPLITS
Vehicle Type Time of Day Splits1 Total of Time of
Day Splits Daytime Evening Nighttime
Autos 70.72% 11.77% 17.51% 100.00%
Medium Trucks 82.20% 3.49% 14.31% 100.00%
Heavy Trucks 70.82% 6.23% 22.95% 100.00%
1 Based on an existing vehicle count taken on Ontario Ranch Road west of Hamner Avenue (Rich Haven Specific Plan Traffic Analysis, Urban Crossroads, Inc.). Vehicle mix percentage values rounded to the nearest one-hundredth. "Daytime" = 7:00 a.m. to 7:00 p.m.; "Evening" = 7:00 p.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.

TABLE 5-3: WITHOUT PROJECT VEHICLE MIX
Classification Total % Traffic Flow Total
Autos Medium Trucks Heavy Trucks
All Segments 86.53% 2.42% 11.05% 100.00%
Based on an existing vehicle count taken on Ontario Ranch Road west of Hamner Avenue (Rich Haven Specific Plan Traffic Analysis, Urban Crossroads, Inc.) Vehicle mix percentage values rounded to the nearest one-hundredth.

The site plan is used to identify the relationship between the roadway centerline, the centerline distance to any intervening noise barriers, and the building façade. The exterior noise level impacts were placed five feet above the pad elev ation at the proposed building façade for first- floor level analysis. Second through fourth floor receivers were place 9 feet above each floor level (i.e., 14 feet, 23 feet, 32 feet, etc.).

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27 6 ON-SITE TRAFFIC NOISE ANALYSIS
An on-site exterior noise impact analysis has been completed to determine the noise exposure levels that would result from adjacent transportation noise sources in the Project study area, and to identify potential noise attenuation measures that would achieve acceptable Project exterior and interior noise levels. The primary source of transportation noise affecting the Project site is anticipated to be from East G Street and Corona Avenue.

6.1 E XTERIOR NOISE ANALYSIS
Using the FHWA traffic noise prediction model and the parameters outlined in Tables 5-1 to 5-3, the expected future exterior noise levels for the on-site Project land uses were estimated.

Table 6-1 presents a summary of future on-site exterior traffic noise levels at the proposed pool and building façades from surrounding roadway ce nterlines. On-site receiver locations are shown in Exhibit 6-A. The on-site traffic noise analysis calculations are provided in Appendix 6.1.

TABLE 6-1: EXTERIOR NOISE LEVELS
Location Roadway
Unmitigated
Exterior
Noise Level
(dBA CNEL)2
Land Use
Compatibility3
Pool East G St 61.2 Clearly Acceptable
Pool North Corona Ave 56.5 Clearly Acceptable
R1 East G St 59.5 Clearly Acceptable
R2 East G St 58.2 Clearly Acceptable
R3 East G St 57.6 Clearly Acceptable
R4 North Corona Ave 60.1 Clearly Acceptable
R5 North Corona Ave 58.5 Clearly Acceptable
Based on City of Ontario Land Use Compatibility for Community Noise Exposure shown on Exhibit 3-A, the proposed Hotel/Motel land use is considered clearly acceptable with unmitigated exterior noise levels of less than 65 dBA CNEL. For Clearly Acceptable exterior noise levels, No special noise insulation required, assuming buildings or normal construction.

Based on the noise level predicted for the Swimming Pool area, the Project will satisfy the City of Ontario 65 dBA CNEL exterior noise level standards at the exterior use area receiver. This noise analysis shows that the Project will satisfy the Ci ty of Ontario exterior noise level standards for lodging uses without additional noise abatement measures.

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28 EXHIBIT 7-A: ON-SITE RECEIVER LOCATIONS

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29 6.1.4 E XTERIOR TRAFFIC NOISE LEVEL COMPLIANCE
Table 6-1 shows that on-site traffic noise levels do not exceed the City of Ontario exterior noise level standards for Hotel/Motel land uses identified in Exhibit 3-A.

6.2 I NTERIOR NOISE ANALYSIS
To ensure that the interior noise levels comply with the interior noise level standards, future exterior noise levels were calculated at the es timated at the first through third floor building façade locations.

6.2.1 N OISE REDUCTION METHODOLOGY
The interior noise level is the difference between the predicted exterior noise level at the building facade and the noise reduction of the structure. Typical building construction will provide a Noise Reduction (NR) of approximately 12 dBA with "windows open" and a minimum 25 dBA noise reduction with "windows closed." (19) (25) Ho wever, sound leaks, cracks and openings within the window assembly can greatly diminish its effe ctiveness in reducing noise. Several methods are used to improve interior noise reduction, incl uding: [1] weather-stripped solid core exterior doors; [2] upgraded dual glazed windows; [3] me chanical ventilation/air conditioning; and [4] exterior wall/roof assembles free of cut outs or openings.

6.2.2 I NTERIOR NOISE LEVEL ASSESSMENT
To provide the necessary interior noise level re duction, Tables 6-3 through 6-5 show that the future unmitigated noise levels at the first thro ugh third floor building façade are expected to range from 57.5 to 60.1 dBA CNEL. The interior noise assessment shows that the proposed hotel uses within can comply with City of Ontario interior noise level standards using standard construction and windows.

6.2.3 I

NTERIOR TRAFFIC NOISE LEVEL COMPLIANCE
Tables 6-3 and 6-4 shows that on-site interior tr affic noise levels will not exceed the City of Ontario 45 dBA CNEL interior noise level standard for Hotel/Motel land uses and additional noise abatement measures are not needed.

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30 TABLE 6-3: FIRST FLOOR INTERIOR NOISE LEVELS (CNEL) Location1 Roadway
Noise
Level
at Façade2
Required
Interior
Noise
Reduction3
Estimated
Interior
Noise
Reduction4
Upgraded
Windows5
Interior
Noise
Level6
Threshold7 Threshold
Exceeded?
R1 East G St 59.5 14.5 25.0 No 34.5 45 No
R2 East G St 58.2 13.2 25.0 No 33.2 45 No
R3 East G St 57.6 12.6 25.0 No 32.6 45 No
R4 North Corona Ave 60.1 15.1 25.0 No 35.1 45 No
R5 North Corona Ave 58.5 13.5 25.0 No 33.5 45 No
R6 East G St 62.0 16.0 25.0 No 37.0 46 No
1 Locations shown on Exhibit 6-A.
2 Exterior noise level at the facade with a windows closed condition requiring a means of mechanical ventilation (e.g. air conditioning). See Appendix 6.1. 3 Noise reduction to satisfy the interior noise level threshold. 4 A minimum of 25 dBA noise reduction is assumed with standard building construction and approximately 2 dBA less than the STC rating for upgraded windows.
5 Does the required interior noise reduction trigger upgraded windows with a minimum STC rating of greater than 27? 6 Estimated interior noise level with minimum STC rating for all windows. 7 Interior noise level threshold: 45 dBA CNEL for residential use (California Code of Regulations, Title 24, Building Standards Administrative Code)

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31 TABLE 6-4: SECOND FLOOR INTERIOR NOISE LEVELS (CNEL) Location1 Roadway
Noise
Level
at Façade2
Required
Interior
Noise
Reduction3
Estimated
Interior
Noise
Reduction4
Upgraded
Windows5
Interior
Noise
Level6
Threshold7 Threshold
Exceeded?
R1 East G St 59.5 14.5 25.0 No 34.5 45 No
R2 East G St 58.2 13.2 25.0 No 33.2 45 No
R3 East G St 57.5 12.5 25.0 No 32.5 45 No
R4 North Corona Ave 60.0 15.0 25.0 No 35.0 45 No
R5 North Corona Ave 58.4 13.4 25.0 No 33.4 45 No
R6 East G St 61.9 15.9 25.0 No 36.9 46 No
1 Locations shown on Exhibit 6-A.
2 Exterior noise level at the facade with a windows closed condition requiring a means of mechanical ventilation (e.g. air conditioning). See Appendix 6.1. 3 Noise reduction to satisfy the interior noise level threshold. 4 A minimum of 25 dBA noise reduction is assumed with standard building construction and approximately 2 dBA less than the STC rating for upgraded windows.
5 Does the required interior noise reduction trigger upgraded windows with a minimum STC rating of greater than 27? 6 Estimated interior noise level with minimum STC rating for all windows. 7 Interior noise level threshold: 45 dBA CNEL for residential use (California Code of Regulations, Title 24, Building Standards Administrative Code)

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32 TABLE 6-5: THIURD FLOOR INTERIOR NOISE LEVELS (CNEL) Location1 Roadway
Noise
Level
at Façade2
Required
Interior
Noise
Reduction3
Estimated
Interior
Noise
Reduction4
Upgraded
Windows5
Interior
Noise
Level6
Threshold7 Threshold
Exceeded?
R1 East G St 59.4 14.4 25.0 No 34.4 45 No
R2 East G St 58.2 13.2 25.0 No 33.2 45 No
R3 East G St 57.5 12.5 25.0 No 32.5 45 No
R4 North Corona Ave 59.6 14.6 25.0 No 34.6 45 No
R5 North Corona Ave 58.1 13.1 25.0 No 33.1 45 No
R6 East G St 61.8 15.8 25.0 No 36.8 46 No
1 Locations shown on Exhibit 6-A.
2 Exterior noise level at the facade with a windows closed condition requiring a means of mechanical ventilation (e.g. air conditioning). See Appendix 6.1. 3 Noise reduction to satisfy the interior noise level threshold. 4 A minimum of 25 dBA noise reduction is assumed with standard building construction and approximately 2 dBA less than the STC rating for upgraded windows.
5 Does the required interior noise reduction trigger upgraded windows with a minimum STC rating of greater than 27? 6 Estimated interior noise level with minimum STC rating for all windows. 7 Interior noise level threshold: 45 dBA CNEL for residential use (California Code of Regulations, Title 24, Building Standards Administrative Code)

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33 7 OFF-SITE TRANSPORTATION NOISE IMPACTS
While the Project would result in a small increase in regional and local traffic volumes, traffic generated by the operation of the proposed Proj ect is not expected to meaningfully influence the traffic noise levels in surrounding off-site areas. Because sources are calculated on a logarithmic scale, a doubling of the energy is required to generate a noise level increase of 3 dBA.

In the case of traffic, a doubling of the traffic volume, without changing the vehicle speeds or mix ratio, results in a noise increase of 3 dBA.

The Project is anticipated to ge nerate approximately 1,430 average daily trips. This would represent a 25 to 50 percent increase in traffi c on East G Street an d Corona Avenue. The expected Project traffic represents an incrementa l increase to the existing roadway volumes.

Since a doubling of traffic volumes is required to generate a 3 dBA CNEL increase, the off-site traffic is not expected to genera te a perceptible noise level increa se. Therefore, off-site traffic noise impacts would be less than significant under CEQA.

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35 8 OFF-SITE SENSITIVE RECEIVER LOCATIONS
To assess the potential for off-site operational and short-term co nstruction noise impacts, the following receiver locations, as shown on Exhibit 8-A, were identified as representative locations for analysis. Sensitive receiver locations ar e generally defined as “[a]n area where noise interferes with normal activities associated with its use. Normally, noise sensitive areas include residential, educational, health, and religious structures and sites, and parks, recreational areas, areas with wilderness characteristics, wildlife refu ges, and cultural and historical sites (26).” Moderately noise-sensitive land uses typically include multi-family dwellings, hotels, motels, dormitories, out-patient clinics, cemeteries, golf courses, country clubs, athletic/tennis clubs, and equestrian clubs. Land uses that are considered relatively insensitive to noise include business, commercial, and professional developments. Land uses that are typically not affected by noise include: industrial, manufacturing, utilities, ag riculture, undeveloped land, parking lots, warehousing, liquid and solid waste facilities, salvage yards, and transit terminals.

To describe the potential off-site Project noise levels, four receiver locations in the vicinity of the Project site were identified. All distances are measured from the Projec t site boundary to the outdoor living areas (e.g., private backyards) or at the building façade, whichever is closer to the Project site. Other sensitive land uses in the Project study area that are located at greater distances than those identified in this noise st udy will experience lower noise levels than those presented in this report due to the additional attenuation from distance and the shielding of intervening structures. Distance is measured in a straight line from the project boundary to each receiver location.

R1: Location R1 represents an existing hotel Sheraton Ontario Airport at 429 N Vineyard Ave, approximately 36 ft south of the Project site. A 24-hour noise measurement was taken near this location, L1, to describe the existing ambient noise environment.

R2: Location R2 represents an existing residenc e at 504 N Placer Privado, approximately 79 ft west of the Project site. The 24-hour noise measurement L2 is representative the existing ambient noise environment.

R3: Location R3 represents an existing hotel Ontario Airport Inn at 1801 E G Street, approximately 247 ft northwest of the Projec t site. A 24-hour noise measurement was taken near this location, L3, to describe the existing ambient noise environment.

R4: Location R4 represents an existing hotel Ramada by Wyndham Ontario at 1841 E G Street, approximately 101 ft northeast of the Projec t site. A 24-hour noise measurement was taken near this location, L3, to describe the existing ambient noise environment 953
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36 EXHIBIT 8-A: RECEIVER LOCATIONS

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37 9 OPERATIONAL NOISE IMPACTS
The proposed development is not expected to in clude any specific type of operational noise levels beyond those typically associated with si milar lodging and commercial land uses in the Project study area, such as swimming pool ac tivity, parking lot activity, and roof-top air conditioners, and the hotel is considered a noise- sensitive receiving land use. However, to be conservative, this section analyzes the potentia l operational noise impacts resulting from the operation of drive through speakers, roof-mounted air conditioning units, trash enclose activity, parking lot activities, and swimming pool activiti es associated with the Project. Exhibit 9-A identifies the representative noise source locations used to assess the operational noise levels.

9.1 O PERATIONAL NOISE SOURCES
This operational noise analysis is intended to de scribe noise level impacts associated with the expected typical of daytime and nighttime residential activities at the Project site. To analyze noise impacts originating from the Paladin Ontari o, the operational noise levels are evaluated against standards established in the City of Ontario Municipal Code, Section 5-29.04(a).

The City of Ontario has set stationary-source hourly average L eq exterior noise limits for stationary
sources, such as drive through speakers, roof -mounted air conditioning units, trash enclose activity, parking lot activities, and swimming pool activities associated with the development of the proposed Paladin Ontario. Section 5-29.04(a) of the City of Ontario Municipal Code (included in Appendix 3.1) sets a stationary-source average L eq exterior noise limit not to be exceeded 65 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and may not exceed 60 dBA Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.) at any commercial use and may not exceed 45 dBA Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.) at a single family residential use.

9.2 R EFERENCE NOISE LEVELS
To estimate the Project operational noise impact s, reference noise level measurements were collected from similar types of activities to represent the noise levels expected with the development of the proposed Project. This se ction provides a detailed description of the reference noise level measurements shown on Table 9-1 used to estimate the Project operational noise impacts. It is important to note that the following projected noise levels assume the worst- case noise environment with the drive through speakers, roof-mounted air conditioning units, trash enclose activity, parking lot activities, and swimming pool activities all operating continuously. These sources of noise activity will likely vary throughout the day.

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38 EXHIBIT 9-A: OPERATIONAL NOISE SOURCE LOCATIONS

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39 TABLE 9-1: REFERENCE NOISE LEVELS
Noise Source1
Noise
Source
Height
(Feet)
Min./
Hour2
Reference
Noise Level
(dBA Leq)
@ 50 Feet
Sound
Power
Level
(dBA)3 Day Night
Drive Through Speaker 3' 60 60 51.6 83.2
Roof-Top Air Conditioning Units 3' 60 60 57.3 88.9
Trash Enclosure Activity 5' 10 10 57.4 89.0
Parking Lot Vehicle Movements 5' 60 60 41.5 73.1
Swimming Pool Activities 5' 60' 0' 63.0 94.6
1 As measured by Urban Crossroads, Inc.
2 Anticipated duration (minutes within the hour) of noise activity during typical hourly conditions expected at the Project site. "Daytime" = 7:00 a.m. - 10:00 p.m.; "Nighttime" = 10:00 p.m. - 7:00 a.m. 3 Sound power level represents the total amount of acoustical energy (noise level) produced by a sound source independent of distance or surroundings. Sound power levels calculated using the CadnaA noise model at the reference distance to the noise source. Numbers may vary due to size differences between point and area noise sources.

9.2.1 M EASUREMENT PROCEDURES
The reference noise level measurements presented in this section were collected using a Larson Davis LxT Type 1 precisions sound level meter (serial number 01146). The LxT sound level meter was calibrated using a Larson-Davis calibrator, Model CAL 200, was programmed in "slow" mode to record noise levels in "A" weighted form and was located at approximately five feet above the ground elevation for each meas urement. The sound level me ters and microphones were equipped with a windscreen during all measuremen ts. All noise level measurement equipment satisfies the American National Standards Institute (ANSI) standard specifications for sound level meters ANSI S1.4-2014/IEC 61672-1:2013. (27)

9.2.2 D RIVE THROUGH SPEAKERS
To describe the potential noise level impacts associated with potential drive-thru speakerphones and vehicle activities, a reference noise level measurement was collected. The reference noise levels collected are expected to reflect potential drive-thru speakerphone noise level activities at the Project site, since the reference measuremen t includes both drive- thru speakerphone and vehicle activity noise. The noise sources incl uded in the reference noise level measurement consist of voices of the employees over the speakerphone, customers’ voices ordering food, car engines idling, car radios playing music, and cars queuing in the drive-thru lane. At 50 feet from the speakerphone, a reference noise level of 51.6 dBA Leq was measured.

9.2.3 R OOF-TOP AIR CONDITIONING UNITS
Mechanical equipment, such as generators, tr ash compactors, heating, ventilation and air conditioning (HVAC) units would be included as part of the proposed improvements. Mechanical equipment would be utilized in commercial as we ll as institutional areas. The noise level measurements describe a single mechanical roof-t op air conditioning unit. The reference noise level represents a Lennox SCA 120 series 10-ton model packaged air conditioning unit. At the 957
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40 uniform reference distance of 50 feet, the reference noise levels are 57.3 dBA Leq. Based on the typical operating conditions observed over a fo ur-day measurement period, the roof-top air conditioning units are estimated to operate fo r and average 39 minutes per hour during the daytime hours, and 28 minutes per hour during the nighttime hours. These operating conditions reflect peak summer cooling requirements with measured temperatures approaching 96 degrees Fahrenheit (°F) with average daytime temperatur es of 82°F. For this noise analysis, the air conditioning units are expected to be located on the roof of the Project buildings.

9.2.4 T RASH ENCLOSURE ACTIVITY
To describe the noise levels associated with a trash enclosure activity, Urban Crossroads collected a reference noise level measurem ent at an existing trash enclosure containing two dumpster bins. The trash enclosure noise levels describe metal gates opening and closing, metal scraping against concrete floor sounds, dumpster movement on metal wheels, and trash dropping into the metal dumpster. The reference noise levels describe trash enclosure noise activities when trash is dropped into an empty metal dumpster, as would occur at the Project Site. The measured reference noise level at the uniform 50- foot reference distance is 57.4 dBA L eq for the trash enclosure activity. The reference noise level de scribes the expected noise source activities associated with the trash enclosures for the Project’s proposed building.

9.2.5 P ARKING LOT ACTIVITY
To describe the on-site parking lot activity , a long-term 29-hour reference noise level measurement was collected in the center of activity within the staff parking lot of an Amazon warehouse distribution center. At 50 feet from the center of activity, the parking lot produced a reference noise level of 41.5 dBA L
eq. Parking activities are expected to take place during the full hour (60 minutes) throughout the daytime and even ing hours. The parking lot noise levels are mainly due cars pulling in and out of parking sp aces in combination with car doors opening and closing.

9.2.6 S WIMMING POOL ACTIVITY
To represent the noise levels associated with pool activities, Urban Crossroads collected a reference noise level measurement at an existing outdoor pool and spa. The measured reference noise level at the uniform 50-foot reference distan ce is 54.7 dBA Leq for pool activity. The pool activity noise levels include kids playing, runni ng, screaming, splashing, playing with a ball, and parents talking. Noise associated with pool activities is expected to occur for the entire hour (60 minutes).

9.3 C ADNAA NOISE PREDICTION MODEL
To fully describe the exterior operational noise le vels from the Project, Urban Crossroads, Inc. developed a noise prediction model using th e CadnaA (Computer Aide d Noise Abatement) computer program. CadnaA can analyze multiple types of noise sources using the spatially accurate Project site plan, georeferenced Near map aerial imagery, topography, buildings, and barriers in its calculations to predict outdoor noise levels. 958
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41 Using the ISO 9613 protocol, CadnaA will calculate the distance from each noise source to the noise receiver locations, using the ground absorption, distance, and barrier/building attenuation inputs to provide a summary of noise level at each receiver and the partial noise level contributions by noise source. Consistent with the ISO 9613 protocol, the CadnaA noise prediction model relies on the reference sound power level (L w) to describe individual noise sources. While sound pressure levels (e.g., L eq) quantify in decibels the intensity of given sound sources at a reference distance, sound power levels (Lw) are connected to the sound source and are independent of distance. Sound pressure leve ls vary substantially with distance from the source and diminish because of intervening obstacles and barri ers, air absorption, wind, and other factors. Sound power is the acoustical energy emitted by the sound source and is an absolute value that is not affected by the environment.

The operational noise level calculations provided in this noise study account for the distance attenuation provided due to geometric spreading, when sound from a localized stationary source (i.e., a point source) propagates uniformly outw ard in a spherical patter n. A default ground attenuation factor of 0.5 was used in the Cadna A noise analysis to ac count for mixed ground representing a combination of hard and soft su rfaces. Appendix 9.1 includes the detailed noise model inputs used to estimate the Project operational noise levels presented in this section.

9.4 P ROJECT OPERATIONAL NOISE LEVELS
Using the reference noise levels to represent the proposed Project operations that include drive through speakers, roof-mounted air conditionin g units, trash enclose activity, parking lot activities, and swimming pool activities, Urban Crossroads, Inc. calculated the operational source noise levels that are expected to be generated at the Project si te and the Project-related noise level increases that would be experienced at each of the sensitive receiver locations. Table 9-2 shows the Project operational noise levels during th e daytime hours of 7:00 a.m. to 10:00 p.m.

The daytime hourly noise levels at the off-site receiver locations are expected to range from 38.8 to 45.5 dBA Leq.

TABLE 9-2: DAYTIME PROJECT OPERATIONAL NOISE LEVELS
Noise Source1 Operational Noise Levels by Receiver Location (dBA Leq) R1 R2 R3 R4
Drive Through Speaker 35.1 27.4 1.8 7.3
Roof-Top Air Conditioning Units 14.3 32.5 37.6 44.3
Trash Enclosure Activity 35.4 28.0 21.3 30.6
Parking Lot Vehicle Movements 43.5 40.2 31.8 36.6
Swimming Pool Activities 23.8 11.8 23.0 34.0
Total (All Noise Sources) 44.7 41.3 38.8 45.5
1 See Exhibit 9-A for the noise source locations. CadnaA noise model calculations are included in Appendix 9.1.

Table 9-3 shows the Project operational noise levels during the nighttime hours of 10:00 p.m. to 7:00 a.m. The nighttime hourly noise levels at the off-site receiver locations are expected to range from 29.4 to 42.4 dBA Leq.
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42 TABLE 9-3: NIGHTTIME PROJECT OPERATIONAL NOISE LEVELS Noise Source1 Operational Noise Levels by Receiver Location (dBA Leq) R1 R2 R3 R4
Drive Through Speaker 35.1 27.4 1.8 7.3
Roof-Top Air Conditioning Units 0.0 0.0 0.0 0.0
Trash Enclosure Activity 35.4 28.0 21.3 30.6
Parking Lot Vehicle Movements 40.2 36.9 28.5 33.3
Swimming Pool Activities 16.0 4.0 15.2 26.2
Total (All Noise Sources) 42.4 37.8 29.4 35.7
1 See Exhibit 9-A for the noise source locations. CadnaA noise model calculations are included in Appendix 9.1.

9.5 P ROJECT OPERATIONAL NOISE LEVEL COMPLIANCE
To demonstrate compliance with local noise regulations, the Project-only operational noise levels are evaluated against exterior noise level threshol ds based on the City of Ontario exterior noise level standards at nearby noise-sensitive receiv er locations. Table 9-4 shows the operational noise levels associated with Paladin Ontario Proj ect will satisfy the City of Ontario daytime and nighttime exterior noise level standards at all nearby receiver locations. Therefore, the operational noise impacts are considered less than significant at the nearby noise-sensitive receiver locations.

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43 TABLE 9-4: OPERATIONAL NOISE LEVEL COMPLIANCE
Receiver
Location1
Project Operational
Noise Levels (dBA Leq)2
Noise Level Standards
(dBA Leq)3
Noise Level Standards
Exceeded?4
Daytime Nighttime Daytime Nighttime Daytime Nighttime
R1 44.7 0.0 65.0 45.0 No No
R2 41.3 0.0 65.0 45.0 No No
R3 38.8 0.0 65.0 45.0 No No
R4 45.5 0.0 65.0 45.0 No No
1 See Exhibit 9-A for the receiver locations.
2 Proposed Project operational noise level calculations are included in Appendix 9-1. 3 Section 5-29.04 of the City of Ontario Municipal Code (Appendix 3.1). 4 Do the estimated Project operational noise source activities exceed the noise level standards? "Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.

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45 10 CONSTRUCTION IMPACTS
This section analyzes potential impacts resultin g from the short-term construction activities associated with the development of the Projec t. Exhibit 10-A shows the construction noise source locations in relation to the nearest sens itive receiver locations previously described in Section 8.

While the City of Ontario establishes limits to th e hours during which construction activity may take place, it does not identify specific noise level limits for construction noise levels at potentially affected receiver locations for CEQA analysis pu rposes. In addition, si nce neither the City of Ontario General Plan or Municipal Code establ ish numeric maximum acce ptable construction source noise levels at potentially affected re ceivers for CEQA analysis purposes, a numerical construction threshold based on Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual is used for analysis of daytime construction impacts. The FTA considers a daytime exterior construction noise level of 80 dBA Leq as a reasonable threshold for noise sensitive residential land use (14 p. 179).

10.1 C ONSTRUCTION NOISE LEVELS
Noise generated by the Project construction eq uipment will include a combination of trucks, power tools, concrete mixers, and portable generators that when combined can reach high levels. The number and mix of co nstruction equipment are expect ed to occur in the following stages:
 Site Preparation
 Grading
 Building Construction
 Paving
 Architectural Coating

10.2 T YPICAL CONSTRUCTION REFERENCE NOISE LEVELS
To describe construction noise activities, this construction noise analysis was prepared using reference construction equipment noise levels from the Federal Highway Administration (FHWA) published the Roadway Construction Noise Model (RCNM), which includes a national database of construction equipment reference noise emission levels. (28) The RCNM equipment database, provides a comprehensive list of the noise gene rating characteristics for specific types of construction equipment. In addition, the data base provides an acoustical usage factor to estimate the fraction of time each piece of construction equi pment is operating at full power (i.e., its loudest condition) during a construction operation. Table 10-1 provides a summary of the RCNM construction reference noise level measurements expressed in hourly average dBA Leq using the estimated usage factors (29) to describe the typical construction activities for each stage of Project construction.

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46 EXHIBIT 10-A: CONSTRUCTION NOISE SOURCE AND RECEIVER LOCATIONS

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47 TABLE 10-1: CONSTRUCTION REFERENCE NOISE LEVELS
Construction
Stage
Reference
Construction Activity
Reference Noise
Level @ 50 Feet
(dBA Leq)1
Combined
Noise Level
(dBA Leq)2
Site
Preparation
Crawler Tractors 78
80 Hauling Trucks 72
Rubber Tired Dozers 75
Grading
Graders 81
83 Excavators 77
Compactors 76
Building
Construction
Cranes 73
81 Tractors 80
Welders 70
Paving
Pavers 74
83 Paving Equipment 82
Rollers 73
Architectural
Coating
Cranes 73
77 Air Compressors 74
Generator Sets 70
1 FHWA Roadway Construction Noise Model (RCNM).
2 Represents the combined noise level for all equipment assuming they operate at the same time consistent with FTA Transit Noise and Vibration Impact Assessment guidance. 3 Sound power level represents the total amount of acoustical energy (noise level) produced by a sound source independent of distance or surroundings. Sound power levels calibrated using the CadnaA noise model at the reference distance to the noise source.

10.1 C ONSTRUCTION NOISE ANALYSIS
Using the reference construction equipment noise levels and the CadnaA noise prediction model, calculations of the Project construction noise level impacts at the nearest sensitive receiver locations were completed. To assess the worst- case construction noise levels, the Project construction noise analysis relie s on the highest noise level impacts when equipment with the highest reference noise level is operating at the closest point from the edge of primary construction activity (Project si te boundary) to each receiver lo cation. This is simulated by modeling multiple pieces of construction as moving point sources. As shown on Table 10-2, the construction noise levels are expect ed to range from 53.2 to 69.1 dBA L eq, and the highest construction levels are expected to range from 59.2 to 69.1 dBA L eq at the nearest receiver locations. Appendix 10.1 includes the detailed CadnaA construction noise model inputs.

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48 TABLE 10-2: CONSTRUCTION EQUIPMENT NOISE LEVEL SUMMARY Receiver
Location1
Construction Noise Levels (dBA Leq)
Site
Preparation Grading Building
Construction Paving Architectural
Coating
Highest
Levels2
R1 66.1 69.1 67.1 69.1 63.1 69.1
R2 64.9 67.9 65.9 67.9 61.9 67.9
R3 56.2 59.2 57.2 59.2 53.2 59.2
R4 61.7 64.7 62.7 64.7 58.7 64.7
1 Noise receiver locations are shown on Exhibit 10-A.
2 Construction noise level calculations based on distance from the construction activity, which is measured from the Project site boundary to the nearest receiver locations. CadnaA construction noise model inputs are included in Appendix 10.1.

10.2 C ONSTRUCTION NOISE LEVEL COMPLIANCE
To evaluate whether the Project w ill generate potentially signific ant short-term noise levels at nearest receiver locations, a construction-rel ated daytime noise level threshold of 80 dBA L eq is used as a reasonable threshold to assess the daytime construction noise level impacts at residential locations. The construction noise an alysis shows that the nearest receiver locations will satisfy the reasonable daytime significance thresholds shown in Table 4-1 during Project construction activities as shown on Table 10-3. Therefore, the noise impacts due to Project construction noise is considered less than significant at all receiver locations.

TABLE 10-3: CONSTRUCTION NOISE LEVEL COMPLIANCE
Receiver
Location1
Construction Noise Levels (dBA Leq)
Highest Construction
Noise Levels2 Threshold3 Threshold
Exceeded?4
R1 69.1 80 No
R2 67.9 80 No
R3 59.2 80 No
R4 64.7 80 No
1 Noise receiver locations are shown on Exhibit 10-A.
2 Highest construction noise level calculations based on distance from the construction noise source activity to the nearest receiver locations as shown on Table 10-2. 3 Construction noise level thresholds as shown on Table 4-1. 4 Do the estimated Project construction noise levels exceed the construction noise level threshold?

10.5 C ONSTRUCTION VIBRATION ANALYSIS
Construction activity can resu lt in varying degrees of gro und vibration, depending on the equipment and methods used, distan ce to the affected structures and soil type. It is expected that ground-borne vibration from Project construc tion activities would cause only intermittent, localized intrusion. Ground-borne vibration levels resulting from typical construction activities 966
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49 occurring within the Project site were estima ted by data published by the Federal Transit Administration (FTA) (7) and Caltrans (8). Howeve r, while vehicular traffic is rarely perceptible, construction has the potential to result in varying degrees of temporary ground vibration, depending on the specific construction activities and equipment used.

Ground vibration levels associated with various types of construction equipment are summarized on Table 10-4. Based on the representative vibr ation levels presented fo r various construction equipment types, it is possible to estimate the potential Project construc tion vibration levels using the following vibration assessment methods defined by Caltrans. Caltrans provides the following equation: PPVequip = PPVref x (25/D)1.5 (30).

TABLE 10-4: VIBRATION SOURCE LEVELS FOR CONSTRUCTION EQUIPMENT Equipment PPV (in/sec)
at 25 feet
Small bulldozer 0.003
Jackhammer 0.035
Loaded Trucks 0.076
Large bulldozer 0.089
Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual Table 10-5 presents the expected Project related vibration levels at the nearby receiver locations.

At distances ranging from 36 feet to 247 feet fr om Project construction activities (at the Project site boundary), construction vibration levels are estimated to range from less than 0.01 to 0.05 in/sec PPV (in/sec). Based on maximum acceptab le continuous vibratio n threshold of 0.30 PPV (in/sec), the typical Project construction vibr ation levels will fall below the building damage thresholds at all the receiver locations. Therefore, the Project-related vibration impacts are considered less than significant during typical construction activities at the Project site.

Further, vibration levels at the site of the clos est sensitive receiver are unlikely to be sustained during the entire construction period but will occur rather only during the times that heavy construction equipment is operating simultaneously adjacent to the Project site perimeter.

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50 TABLE 10-5: PROJECT CONSTRUCTION VIBRATION LEVELS
Receiver1
Distance
to
Const.

Activity
(Feet)2
Typical Construction Vibration Levels
PPV (in/sec)3 Thresholds
PPV
(in/sec)4
Thresholds
Exceeded?5 Small
bulldozer Jackhammer Loaded
Trucks
Large
bulldozer
Highest
Vibration
Level
R1 36' 0.00 0.02 0.04 0.05 0.05 0.30 No
R2 79' 0.00 0.01 0.01 0.02 0.02 0.30 No
R3 247' 0.00 0.00 0.00 0.00 0.00 0.30 No
R4 101' 0.00 0.00 0.01 0.01 0.01 0.30 No
1 Receiver locations are shown on Exhibit 10-A.
2 Distance from receiver location to Project construction boundary (Project site boundary). 3 Based on the Vibration Source Levels of Construction Equipment (Table 10-4). 4 Caltrans Transportation and Construction Vibration Manual, April 2020 Table 19. 5 Does the peak vibration exceed the acceptable vibration thresholds? "PPV" = Peak Particle Velocity
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51 11 AIRPORT NOISE
Lodging land uses located inside the 60 dBA CNEL noise level contours of ONT, such as the Project, are considered conditional and must reduce interior noise levels to 45 dBA CNEL to be considered compatible. Standard building construction pr actices required under the State of California Green Building Standards Code (CALGreen) typically provide up to 25 dBA CN EL of attenuation.

With respect to noise generated by the ONT Ai rport facilities and activities, application of standard CALGreen construction practices would yield acceptable Project interior noise levels of approximately 35-40 dBA CNEL. The Project does not propose or require facilities or actions that would contribute to or exacerbate noise generated by ONT facilities and activities. Based on the preceding, the Project would not be adversely affe cted by airport/airfield noise, nor would the Project contribute to or result in adverse airport/airfield noise impacts.

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53 12 REFERENCES

1. State of California. California Environmental Quality Act, Appendix G. 2019.

2. California Department of Transportation Environmental Program. Technical Noise Supplement - A Technical Supplement to the Traffic Noise Analysis Protocol. Sacramento, CA : s.n., September 2013.

3. Environmental Protection Agency Office of Noise Abatement and Control. Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety. March 1974. EPA/ONAC 550/9/74-004.

4. U.S. Department of Transportation, Federal Highway Administration, Office of Environment and Planning, Noise and Air Quality Branch. Highway Traffic Noise Analysis and Abatement Policy and Guidance. December 2011.

5. U.S. Department of Transportation, Federal Highway Administration. Highway Traffic Noise in the United States, Problem and Response. April 2000. p. 3.

6. U.S. Environmental Protection Agency Office of Noise Abatement and Control. Noise Effects Handbook-A Desk Reference to Health and Welfare Effects of Noise. October 1979 (revised July 1981).

EPA 550/9/82/106.

7. U.S. Department of Transportation, Federal Transit Administration. Transit Noise and Vibration Impact Assessment Manual, FTA Report No. 0123. September 2018.

8. California Department of Transportation. Transportation and Construction Vibration Guidance Manual. April 2020.

9. U.S. Department of Transportation, Federal Transit Administration. Transit Noise and Vibration Impact Assessment Manual, FTA-VA-90-1003-06. May 2006.

10. Office of Planning and Research. State of California General Plan Guidlines. October 2019.

11. City of Ontario. Policy Plan Safety Element, S4, Noise Hazards. August 2022.

12. The City of Ontario. The Ontario Plan 2050 Final Supplemental Environmental Impact Report (FSEIR).

August 2022.

13. City of Ontario. Municipal Code, Chapter 29, Section 5- Noise.

14. U.S. Department of Transportation , Federal Transit Administration. Transit Noise and Vibration Impact Assessment Manual. September 2018.

15. City of Ontario. Ontario International Airport Land Use Compatibility Plan. July 2018.

16. State of California. California Environmental Quality Act, Environmental Checklist Form Appendix G. 2021.

17. California Court of Appeal. Gray v. County of Madera, F053661. 167 Cal.App.4th 1099; - Cal.Rptr.3d, October 2008.

18. Federal Interagency Committee on Noise. Federal Agency Review of Selected Airport Noise Analysis Issues. August 1992.

19. U.S. Department of Transportation, Federal Highway Administration, Office of Environment and Planning, Noise and Air Quality Branch. Highway Traffic Noise Analysis and Abatement Policy and Guidance. December 2011.

20. California Department of Transportation. Technical Noise Supplement. November 2009. 971
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54 21. U.S. Department of Transportation, Federal Highway Administration. FHWA Highway Traffic Noise Prediction Model. December 1978. FHWA-RD-77-108.

22. California Department of Transportation Environmental Program, Office of Environmental Engineering. Use of California Vehicle Noise Reference Energy Mean Emission Levels (Calveno REMELs) in FHWA Highway Traffic Noise Prediction. September 1995. TAN 95-03.

23. City of Ontario. TOP 2050, Mobility Element. 2021.

24. California Department of Transportation. Traffic Noise Attenuation as a Function of Ground and Vegetation Final Report. June 1995. FHWA/CA/TL-95/23.

25. —. Traffic Noise Analysis Protocol. May 2011.

26. Federal Aviation Authority, U.S. Dempartment of Transportation. 1050.1F Desk Reference (v2), Chapter 11, Noise and Noise-Compatible Land Use. 2020.

27. American National Standards Institute (ANSI). Specification for Sound Level Meters ANSI S1.4- 2014/IEC 61672-1:2013.

28. U.S. Department of Transportation, Federal Highway Administration, Office of Environment and Planning. FHWA Roadway Construction Noise Model. January, 2006.

29. FHWA. Roadway Construction Noise Model. January 2006.

30. California Department of Transportation. Transportation and Construciton Vibration Guidance Manual. April 2020.

31. —. Transportation and Construciton Vibration Guidance Manual. 2020.

32. U.S. Department of Transportation , Federal Transit Administration. Transit Noise and Vibration Impact Assessment Manual, FTA-VA-90-1003-06. May 2006.

33. —. Transit Noise and Vibration Impact Assessment Manual. September 2018.

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55 13 CERTIFICATION
The contents of this noise study report represent an accurate depiction of the noise environment and impacts associated with the proposed Paladi n Ontario Project. The information contained in this noise study report is based on the best av ailable data at the time of preparation. If you have any questions, please contact me directly at (619) 778-1971.

William Maddux
Senior Associate
URBAN CROSSROADS, INC.
(619) 788-1971
[email protected]

EDUCATION
Bachelor of Science in Urban and Regional Planning
California Polytechnic State University, Pomona • June 2000

PROFESSIONAL AFFILIATIONS
ASA – Acoustical Society of America
AEP – Association of Environmental Planners
AWMA – Air and Waste Management Association
INCE – Institute of Noise Control Engineers

PROFESSIONAL CERTIFICATIONS
Approved Acoustical Consultant • County of San Diego
FHWA Traffic Noise Model of Training • November 2004
CadnaA Basic and Advanced Training Certificate • October 2008.

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APPENDIX 3.1:

CITY OF ONTARIO MUNICIPAL CODE
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/i255 /14 /13 /15 /24 /25 /20 /22 /25 /84 /15 /32 /21/25/12 /25 /23 /20 /12 /25 /17 /37 /i255/21/15/20 /14/28 /18 /15 /14 /19 /i255 /i255 /i255 /38 /43 /39 /i255 /i255 /i255 /89 /17 /25 /14 /15 /i255 /20 /43 /20/12 /15/21/15/37 /12 /i255 /13 /18 /17 /23 /18 /20/21/14/i255 /14 /11 /20 /22 /22 /i255 /14 /15 /12 /i255 /34 /17 /18 /12 /11 /i255 /25 /37 /i255 /32 /15 /12 /20 /25 /22 /i255 /12 /11 /15 /i255 /20 /13 /13 /18 /17 /42 /15 /32 /i255 /12 /15 /18/21/14/4 /i255 /24 /17 /37 /32 /25 /12 /25 /17 /37 /14 /i255 /20 /37 /32 /i255 /18 /15 /27/28 /25 /18 /15/21/15/37 /12 /14 /i255 /34 /17 /18 /20 /24 /11 /25 /15 /42 /25 /37 /23 /i255/21/20/16 /25 /21/28/21/i255/24 /17/21/13/22 /25 /20 /37 /24 /15 /i255 /36 /25 /12 /11 /i255 /37 /17 /25 /14 /15 /i255 /14 /12 /20 /37 /32 /20 /18 /32 /14 /i255 /20 /37 /32 /i255 /13 /17 /22 /25 /24 /25 /15 /14 /19 /i255 /i255 /73 /20 /25 /32 /i255 /12 /15 /18/21/14/4 /i255 /24 /17 /37 /32 /25 /12 /25 /17 /37 /14 /i255 /20 /37 /32 /i255 /18 /15/27 /28 /25 /18 /15/21/15/37 /12 /14 /21/20/41 /i255 /25 /37 /24 /22 /28 /32 /15 /4 /i255 /43 /28/12 /i255 /14 /11 /20 /22 /22 /i255 /37 /17 /12 /i255 /43 /15 /i255 /22 /25/21/25/12 /15 /32 /i255 /12 /17 /4 /i255 /22 /25/21/25/12 /20 /12 /25 /17 /37 /14 /4 /i255 /18 /15 /14 /12 /18 /25 /24 /12 /25 /17 /37 /14 /4 /i255 /17 /18 /i255 /13 /18 /17 /11 /25 /43 /25 /12 /25 /17 /37 /14 /i255 /17 /37 /i255 /17 /13 /15 /18 /20 /12 /25 /37 /23 /i255 /11 /17 /28 /18 /14/4 /i255 /22 /17 /24 /20 /12 /25 /17 /37 /i255 /17 /34 /17 /13 /15 /18 /20 /12 /25 /17 /37 /14 /4 /i255 /20 /37 /32/i255 /12 /11 /15 /i255 /12 /41 /13 /15 /14 /i255 /17 /34 /i255 /15 /27 /28 /25 /13/21/15/37 /12 /19 /38 /47 /i255 /3 /4 /i255/48/18/32 /19 /i255 /3 /33 /33 /33 /4 /i255 /15 /34 /34 /19 /i255/10/20/18 /24 /11 /i255 /31 /4 /i255 /3 /8 /8 /33 /39 69 987
Paladin Ontario Noise Impact Analysis
14834-02 Noise Study

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70 988
Paladin Ontario Noise Impact Analysis
14834-02 Noise Study

APPENDIX 6.1:

ON-SITE NOISE CALCULATIONS

71 989
Paladin Ontario Noise Impact Analysis
14834-02 Noise Study

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72 990
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: East G St
Scenario: Backyard No Wall
12,000
10%
100.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
118.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.96
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

18.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -4.96 -1.20 0.000 0.000
-21.84 -4.96 -1.20 0.000 0.000
-0.55
-0.66
-0.98
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
105.437
105.353
105.361
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.5 58.6 56.9 50.8 60.159.5

52.3 53.2

50.8 44.4 42.9 51.551.3

51.7 42.7 44.0 52.452.3
Vehicle Noise: 61.8 60.0 57.3 52.2 61.260.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.5 58.6 56.9 50.8 60.159.5

52.3 53.2

50.8 44.4 42.9 51.551.3

51.7 42.7 44.0 52.452.3
Vehicle Noise: 61.8 60.0 57.3 52.2 61.260.7

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
73 991
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: North Corona Ave
Scenario: Backyard No Wall
8,000
10%

80.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

86.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-3.16
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

6.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -3.15 -1.20 0.000 0.000
-21.56 -3.15 -1.20 0.000 0.000
-1.62
-1.76
-2.14
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

79.931

79.820

79.831
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.7 52.8 51.0 45.0 54.253.6

49.1 51.3

47.6 41.3 39.7 48.448.2

49.9 40.9 42.1 50.650.5
Vehicle Noise: 57.1 55.4 51.8 47.6 56.556.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.7 52.8 51.0 45.0 54.253.6

49.1 51.3

47.6 41.3 39.7 48.448.2

49.9 40.9 42.1 50.650.5
Vehicle Noise: 57.1 55.4 51.8 47.6 56.556.1

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
74 992
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R1
Road Name: East G St
Scenario: Backyard No Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
150.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.70
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
100.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -6.69 -1.20 0.000 0.000
-21.84 -6.69 -1.20 0.000 0.000
-0.03
-0.16
-0.91
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
137.568
137.504
137.510
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.8 56.9 55.2 49.1 58.357.7

50.5 51.4

49.0 42.7 41.1 49.849.6

50.0 41.0 42.2 50.750.6
Vehicle Noise: 60.1 58.3 55.5 50.4 59.559.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.8 56.9 55.2 49.1 58.357.7

50.5 51.4

49.0 42.7 41.1 49.849.6

50.0 41.0 42.2 50.750.6
Vehicle Noise: 60.1 58.3 55.5 50.4 59.559.0

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
75 993
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R2
Road Name: East G St
Scenario: Backyard No Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
180.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.98
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
130.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -7.98 -1.20 0.000 0.000
-21.84 -7.98 -1.20 0.000 0.000
-0.02
-0.14
-0.88
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
167.645
167.593
167.598
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.9 47.8 57.056.4

49.2 50.1

47.7 41.4 39.8 48.548.3

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.8 57.0 54.3 49.2 58.257.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.9 47.8 57.056.4

49.2 50.1

47.7 41.4 39.8 48.548.3

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.8 57.0 54.3 49.2 58.257.7

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
76 994
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R3
Road Name: East G St
Scenario: Backyard No Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
198.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.65
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
148.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -8.65 -1.20 0.000 0.000
-21.84 -8.65 -1.20 0.000 0.000
-0.02
-0.13
-0.88
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
185.680
185.632
185.637
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.9 55.0 53.2 47.1 56.455.8

48.6 49.5

47.1 40.7 39.2 47.947.6

48.0 39.0 40.3 48.748.6
Vehicle Noise: 58.1 56.3 53.6 48.5 57.657.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.9 55.0 53.2 47.1 56.455.8

48.6 49.5

47.1 40.7 39.2 47.947.6

48.0 39.0 40.3 48.748.6
Vehicle Noise: 58.1 56.3 53.6 48.5 57.657.1

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
77 995
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R4
Road Name: North Corona Ave
Scenario: Backyard No Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

52.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.46 Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

22.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 0.48 -1.20 0.000 0.000
-21.56 0.48 -1.20 0.000 0.000
-0.28
-0.58
-1.72
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

45.880

45.687

45.706
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.3 56.4 54.7 48.6 57.857.2

52.8 55.0

51.3 44.9 43.4 52.051.8

53.5 44.5 45.8 54.254.1
Vehicle Noise: 60.7 59.0 55.5 51.2 60.159.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.3 56.4 54.7 48.6 57.857.2

52.8 55.0

51.3 44.9 43.4 52.051.8

53.5 44.5 45.8 54.254.1
Vehicle Noise: 60.7 59.0 55.5 51.2 60.159.7

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
78 996
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R5
Road Name: North Corona Ave
Scenario: Backyard No Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

65.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.17
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

35.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -1.15 -1.20 0.000 0.000
-21.56 -1.16 -1.20 0.000 0.000
-0.14
-0.39
-1.54
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

58.907

58.756

58.771
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.7 54.8 53.0 47.0 56.255.6

51.1 53.3

49.6 43.3 41.7 50.450.2

51.9 42.9 44.1 52.652.5
Vehicle Noise: 59.1 57.4 53.8 49.6 58.558.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.7 54.8 53.0 47.0 56.255.6

51.1 53.3

49.6 43.3 41.7 50.450.2

51.9 42.9 44.1 52.652.5
Vehicle Noise: 59.1 57.4 53.8 49.6 58.558.1

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
79 997
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R6
Road Name: East G St
Scenario: Backyard No Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
107.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.24
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

57.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -4.23 -1.20 0.000 0.000
-21.84 -4.24 -1.20 0.000 0.000
-0.09
-0.24
-0.98
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

94.372

94.278

94.287
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.3 59.4 57.6 51.6 60.860.2

53.0 53.9

51.5 45.1 43.6 52.352.0

52.5 43.4 44.7 53.253.0
Vehicle Noise: 62.5 60.7 58.0 52.9 62.061.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.3 59.4 57.6 51.6 60.860.2

53.0 53.9

51.5 45.1 43.6 52.352.0

52.5 43.4 44.7 53.253.0
Vehicle Noise: 62.5 60.7 58.0 52.9 62.061.5

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
80 998
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: East G St
Scenario: First Floor With Wall
12,000
10%
100.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
118.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.96
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

18.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -4.96 -1.20 0.000 0.000
-21.84 -4.96 -1.20 0.000 0.000
-0.55
-0.66
-0.98
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
105.437
105.353
105.361
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.5 58.6 56.9 50.8 60.159.5

52.3 53.2

50.8 44.4 42.9 51.551.3

51.7 42.7 44.0 52.452.3
Vehicle Noise: 61.8 60.0 57.3 52.2 61.260.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.5 58.6 56.9 50.8 60.159.5

52.3 53.2

50.8 44.4 42.9 51.551.3

51.7 42.7 44.0 52.452.3
Vehicle Noise: 61.8 60.0 57.3 52.2 61.260.7

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
81 999
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: North Corona Ave
Scenario: First Floor With Wall
8,000
10%

80.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

86.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-3.16
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

6.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -3.15 -1.20 0.000 0.000
-21.56 -3.15 -1.20 0.000 0.000
-1.62
-1.76
-2.14
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

79.931

79.820

79.831
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.7 52.8 51.0 45.0 54.253.6

49.1 51.3

47.6 41.3 39.7 48.448.2

49.9 40.9 42.1 50.650.5
Vehicle Noise: 57.1 55.4 51.8 47.6 56.556.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.7 52.8 51.0 45.0 54.253.6

49.1 51.3

47.6 41.3 39.7 48.448.2

49.9 40.9 42.1 50.650.5
Vehicle Noise: 57.1 55.4 51.8 47.6 56.556.1

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
82 1000
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R1
Road Name: East G St
Scenario: First Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
150.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.70
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
100.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -6.69 -1.20 0.000 0.000
-21.84 -6.69 -1.20 0.000 0.000
-0.03
-0.16
-0.91
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
137.568
137.504
137.510
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.8 56.9 55.2 49.1 58.357.7

50.5 51.4

49.0 42.7 41.1 49.849.6

50.0 41.0 42.2 50.750.6
Vehicle Noise: 60.1 58.3 55.5 50.4 59.559.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.8 56.9 55.2 49.1 58.357.7

50.5 51.4

49.0 42.7 41.1 49.849.6

50.0 41.0 42.2 50.750.6
Vehicle Noise: 60.1 58.3 55.5 50.4 59.559.0

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
83 1001
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R2
Road Name: East G St
Scenario: First Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
180.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.98
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
130.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -7.98 -1.20 0.000 0.000
-21.84 -7.98 -1.20 0.000 0.000
-0.02
-0.14
-0.88
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
167.645
167.593
167.598
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.9 47.8 57.056.4

49.2 50.1

47.7 41.4 39.8 48.548.3

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.8 57.0 54.3 49.2 58.257.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.9 47.8 57.056.4

49.2 50.1

47.7 41.4 39.8 48.548.3

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.8 57.0 54.3 49.2 58.257.7

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
84 1002
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R3
Road Name: East G St
Scenario: First Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
198.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.65
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
148.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -8.65 -1.20 0.000 0.000
-21.84 -8.65 -1.20 0.000 0.000
-0.02
-0.13
-0.88
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
185.680
185.632
185.637
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.9 55.0 53.2 47.1 56.455.8

48.6 49.5

47.1 40.7 39.2 47.947.6

48.0 39.0 40.3 48.748.6
Vehicle Noise: 58.1 56.3 53.6 48.5 57.657.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.9 55.0 53.2 47.1 56.455.8

48.6 49.5

47.1 40.7 39.2 47.947.6

48.0 39.0 40.3 48.748.6
Vehicle Noise: 58.1 56.3 53.6 48.5 57.657.1

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
85 1003
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R4
Road Name: North Corona Ave
Scenario: First Floor With Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

52.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.46 Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

22.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 0.48 -1.20 0.000 0.000
-21.56 0.48 -1.20 0.000 0.000
-0.28
-0.58
-1.72
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

45.880

45.687

45.706
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.3 56.4 54.7 48.6 57.857.2

52.8 55.0

51.3 44.9 43.4 52.051.8

53.5 44.5 45.8 54.254.1
Vehicle Noise: 60.7 59.0 55.5 51.2 60.159.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.3 56.4 54.7 48.6 57.857.2

52.8 55.0

51.3 44.9 43.4 52.051.8

53.5 44.5 45.8 54.254.1
Vehicle Noise: 60.7 59.0 55.5 51.2 60.159.7

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
86 1004
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R5
Road Name: North Corona Ave
Scenario: First Floor With Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

65.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.17
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

35.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -1.15 -1.20 0.000 0.000
-21.56 -1.16 -1.20 0.000 0.000
-0.14
-0.39
-1.54
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

58.907

58.756

58.771
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.7 54.8 53.0 47.0 56.255.6

51.1 53.3

49.6 43.3 41.7 50.450.2

51.9 42.9 44.1 52.652.5
Vehicle Noise: 59.1 57.4 53.8 49.6 58.558.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.7 54.8 53.0 47.0 56.255.6

51.1 53.3

49.6 43.3 41.7 50.450.2

51.9 42.9 44.1 52.652.5
Vehicle Noise: 59.1 57.4 53.8 49.6 58.558.1

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
87 1005
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R6
Road Name: East G St
Scenario: First Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
107.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.24
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

57.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -4.23 -1.20 0.000 0.000
-21.84 -4.24 -1.20 0.000 0.000
-0.09
-0.24
-0.98
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

94.372

94.278

94.287
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.3 59.4 57.6 51.6 60.860.2

53.0 53.9

51.5 45.1 43.6 52.352.0

52.5 43.4 44.7 53.253.0
Vehicle Noise: 62.5 60.7 58.0 52.9 62.061.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.3 59.4 57.6 51.6 60.860.2

53.0 53.9

51.5 45.1 43.6 52.352.0

52.5 43.4 44.7 53.253.0
Vehicle Noise: 62.5 60.7 58.0 52.9 62.061.5

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
88 1006
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: East G St
Scenario: Second Floor With Wall
12,000
10%
100.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
118.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-5.01
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

18.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -5.00 -1.20 0.000 0.000
-21.84 -4.97 -1.20 0.000 0.000
-3.80
-4.10
-4.89
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
106.245
105.967
105.489
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.5 58.6 56.8 50.8 60.059.4

52.2 53.2

50.7 44.4 42.8 51.551.3

51.7 42.7 43.9 52.452.3
Vehicle Noise: 61.7 60.0 57.2 52.1 61.260.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.5 58.6 56.8 50.8 60.059.4

52.2 53.2

50.7 44.4 42.8 51.551.3

51.7 42.7 43.9 52.452.3
Vehicle Noise: 61.7 60.0 57.2 52.1 61.260.7

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
89 1007
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: North Corona Ave
Scenario: Second Floor With Wall
8,000
10%

80.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

86.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-3.25
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

6.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -3.22 -1.20 0.000 0.000
-21.56 -3.17 -1.20 0.000 0.000
-7.84
-8.23
-9.24
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

80.994

80.629

80.000
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.6 52.7 51.0 44.9 54.153.5

49.1 51.3

47.6 41.2 39.7 48.348.1

49.9 40.9 42.1 50.650.5
Vehicle Noise: 57.0 55.3 51.8 47.5 56.556.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.6 52.7 51.0 44.9 54.153.5

49.1 51.3

47.6 41.2 39.7 48.348.1

49.9 40.9 42.1 50.650.5
Vehicle Noise: 57.0 55.3 51.8 47.5 56.556.0

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
90 1008
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R1
Road Name: East G St
Scenario: Second Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
150.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.73
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
100.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -6.72 -1.20 0.000 0.000
-21.84 -6.70 -1.20 0.000 0.000
-0.26
-0.54
-1.64
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
138.188
137.974
137.608
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.8 56.9 55.1 49.1 58.357.7

50.5 51.4

49.0 42.6 41.1 49.849.6

50.0 41.0 42.2 50.750.6
Vehicle Noise: 60.0 58.2 55.5 50.4 59.559.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.8 56.9 55.1 49.1 58.357.7

50.5 51.4

49.0 42.6 41.1 49.849.6

50.0 41.0 42.2 50.750.6
Vehicle Noise: 60.0 58.2 55.5 50.4 59.559.0

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
91 1009
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R2
Road Name: East G St
Scenario: Second Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
180.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.00
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
130.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -8.00 -1.20 0.000 0.000
-21.84 -7.99 -1.20 0.000 0.000
-0.17
-0.40
-1.45
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
168.155
167.979
167.678
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.8 47.8 57.056.4

49.2 50.1

47.7 41.4 39.8 48.548.3

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.8 57.0 54.2 49.1 58.257.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.8 47.8 57.056.4

49.2 50.1

47.7 41.4 39.8 48.548.3

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.8 57.0 54.2 49.1 58.257.7

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
92 1010
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R3
Road Name: East G St
Scenario: Second Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
198.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.67
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
148.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -8.66 -1.20 0.000 0.000
-21.84 -8.65 -1.20 0.000 0.000
-0.13
-0.35
-1.37
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
186.140
185.981
185.709
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.8 54.9 53.2 47.1 56.455.7

48.6 49.5

47.1 40.7 39.2 47.847.6

48.0 39.0 40.3 48.748.6
Vehicle Noise: 58.1 56.3 53.6 48.5 57.557.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.8 54.9 53.2 47.1 56.455.7

48.6 49.5

47.1 40.7 39.2 47.847.6

48.0 39.0 40.3 48.748.6
Vehicle Noise: 58.1 56.3 53.6 48.5 57.557.0

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
93 1011
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R4
Road Name: North Corona Ave
Scenario: Second Floor With Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

52.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.20 Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

22.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 0.29 -1.20 0.000 0.000
-21.56 0.44 -1.20 0.000 0.000
-1.95
-2.66
-4.88
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

47.707

47.085

45.999
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.1 56.2 54.4 48.4 57.657.0

52.6 54.9

51.1 44.7 43.2 51.851.6

53.5 44.5 45.7 54.254.1
Vehicle Noise: 60.5 58.8 55.2 51.0 60.059.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.1 56.2 54.4 48.4 57.657.0

52.6 54.9

51.1 44.7 43.2 51.851.6

53.5 44.5 45.7 54.254.1
Vehicle Noise: 60.5 58.8 55.2 51.0 60.059.5

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
94 1012
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R5
Road Name: North Corona Ave
Scenario: Second Floor With Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

65.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.33
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

35.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -1.27 -1.20 0.000 0.000
-21.56 -1.18 -1.20 0.000 0.000
-1.04
-1.62
-3.61
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

60.341

59.849

58.999
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.5 54.6 52.9 46.8 56.155.4

51.0 53.3

49.5 43.1 41.6 50.350.1

51.9 42.8 44.1 52.652.4
Vehicle Noise: 59.0 57.3 53.7 49.5 58.458.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.5 54.6 52.9 46.8 56.155.4

51.0 53.3

49.5 43.1 41.6 50.350.1

51.9 42.8 44.1 52.652.4
Vehicle Noise: 59.0 57.3 53.7 49.5 58.458.0

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
95 1013
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R6
Road Name: East G St
Scenario: Second Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
107.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.30
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

57.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -4.28 -1.20 0.000 0.000
-21.84 -4.25 -1.20 0.000 0.000
-0.65
-1.02
-2.29
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

95.273

94.963

94.429
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.2 59.3 57.5 51.5 60.760.1

52.9 53.9

51.4 45.1 43.5 52.252.0

52.5 43.4 44.7 53.153.0
Vehicle Noise: 62.5 60.7 57.9 52.8 61.961.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.2 59.3 57.5 51.5 60.760.1

52.9 53.9

51.4 45.1 43.5 52.252.0

52.5 43.4 44.7 53.153.0
Vehicle Noise: 62.5 60.7 57.9 52.8 61.961.4

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
96 1014
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: East G St
Scenario: Third Floor With Wall
12,000
10%
100.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
118.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-5.11
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

18.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -5.08 -1.20 0.000 0.000
-21.84 -5.02 -1.20 0.000 0.000
-8.55
-9.03
-10.29
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
107.801
107.334
106.381
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.4 58.5 56.7 50.7 59.959.3

52.1 53.1

50.6 44.3 42.7 51.451.2

51.7 42.6 43.9 52.452.2
Vehicle Noise: 61.7 59.9 57.1 52.0 61.160.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.4 58.5 56.7 50.7 59.959.3

52.1 53.1

50.6 44.3 42.7 51.451.2

51.7 42.6 43.9 52.452.2
Vehicle Noise: 61.7 59.9 57.1 52.0 61.160.6

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
97 1015
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: Pool
Road Name: North Corona Ave
Scenario: Third Floor With Wall
8,000
10%

80.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

86.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-3.41
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

6.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -3.36 -1.20 0.000 0.000
-21.56 -3.26 -1.20 0.000 0.000
-14.22
-14.84
-16.45
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

83.024

82.417

81.172
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.5 52.6 50.8 44.7 54.053.4

48.9 51.2

47.4 41.1 39.5 48.248.0

49.8 40.8 42.0 50.550.4
Vehicle Noise: 56.9 55.2 51.6 47.4 56.355.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

54.5 52.6 50.8 44.7 54.053.4

48.9 51.2

47.4 41.1 39.5 48.248.0

49.8 40.8 42.0 50.550.4
Vehicle Noise: 56.9 55.2 51.6 47.4 56.355.9

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
98 1016
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R1
Road Name: East G St
Scenario: Third Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
150.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.78
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
100.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -6.77 -1.20 0.000 0.000
-21.84 -6.73 -1.20 0.000 0.000
-0.69
-1.11
-2.58
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
139.388
139.027
138.293
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.7 56.8 55.1 49.0 58.257.6

50.5 51.4

49.0 42.6 41.0 49.749.5

50.0 40.9 42.2 50.750.5
Vehicle Noise: 60.0 58.2 55.5 50.4 59.458.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.7 56.8 55.1 49.0 58.257.6

50.5 51.4

49.0 42.6 41.0 49.749.5

50.0 40.9 42.2 50.750.5
Vehicle Noise: 60.0 58.2 55.5 50.4 59.458.9

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
99 1017
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R2
Road Name: East G St
Scenario: Third Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
180.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.04
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
130.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -8.03 -1.20 0.000 0.000
-21.84 -8.01 -1.20 0.000 0.000
-0.44
-0.80
-2.14
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
169.142
168.845
168.240
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.8 47.7 57.056.4

49.2 50.1

47.7 41.3 39.8 48.548.2

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.7 56.9 54.2 49.1 58.257.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.5 55.6 53.8 47.7 57.056.4

49.2 50.1

47.7 41.3 39.8 48.548.2

48.7 39.7 40.9 49.449.3
Vehicle Noise: 58.7 56.9 54.2 49.1 58.257.7

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
100
1018
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R3
Road Name: East G St
Scenario: Third Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
198.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.70
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
148.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -8.69 -1.20 0.000 0.000
-21.84 -8.67 -1.20 0.000 0.000
-0.35
-0.68
-1.96
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
187.032
186.764
186.217
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.8 54.9 53.1 47.1 56.355.7

48.5 49.4

47.0 40.7 39.1 47.847.6

48.0 39.0 40.2 48.748.6
Vehicle Noise: 58.1 56.3 53.5 48.4 57.557.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.8 54.9 53.1 47.1 56.355.7

48.5 49.4

47.0 40.7 39.1 47.847.6

48.0 39.0 40.2 48.748.6
Vehicle Noise: 58.1 56.3 53.5 48.4 57.557.0

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
101
1019
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R4
Road Name: North Corona Ave
Scenario: Third Floor With Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

52.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.24
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

22.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -0.11 -1.20 0.000 0.000
-21.56 0.16 -1.20 0.000 0.000
-4.30
-5.37
-8.56
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

51.078

50.086

48.009
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.6 55.7 54.0 47.9 57.156.5

52.2 54.6

50.7 44.3 42.8 51.451.2

53.2 44.2 45.4 53.953.8
Vehicle Noise: 60.2 58.5 54.8 50.6 59.659.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

57.6 55.7 54.0 47.9 57.156.5

52.2 54.6

50.7 44.3 42.8 51.451.2

53.2 44.2 45.4 53.953.8
Vehicle Noise: 60.2 58.5 54.8 50.6 59.659.1

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
102
1020
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R5
Road Name: North Corona Ave
Scenario: Third Floor With Wall
8,000
10%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 800 vehicles
Centerline Dist. to Barrier:

65.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
25 mphVehicle Speed:

Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-0.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.61
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

35.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.61 -1.53 -1.20 0.000 0.000
-21.56 -1.35 -1.20 0.000 0.000
-2.50
-3.39
-6.17
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

63.040

62.238

60.579
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.3 54.4 52.6 46.5 55.855.2

50.8 53.1

49.2 42.9 41.3 50.049.8

51.7 42.7 43.9 52.452.3
Vehicle Noise: 58.7 57.0 53.4 49.2 58.157.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

56.3 54.4 52.6 46.5 55.855.2

50.8 53.1

49.2 42.9 41.3 50.049.8

51.7 42.7 43.9 52.452.3
Vehicle Noise: 58.7 57.0 53.4 49.2 58.157.7

71.09 77.24

59.44 Road Grade: 1.0%
feet
Thursday, January 12, 2023
103
1021
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Paladin Ontario
Job Number: 14834
Analyst: B. MadduxLot No: R6
Road Name: East G St
Scenario: Third Floor With Wall
12,000
10%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,200 vehicles
Centerline Dist. to Barrier:
107.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-0.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.42
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations

57.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-17.89 -4.39 -1.20 0.000 0.000
-21.84 -4.31 -1.20 0.000 0.000
-1.68
-2.26
-4.03
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01

97.005

96.486

95.424
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.1 59.2 57.4 51.4 60.660.0

52.8 53.8

51.3 45.0 43.4 52.151.9

52.4 43.3 44.6 53.153.0
Vehicle Noise: 62.4 60.6 57.8 52.7 61.861.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

61.1 59.2 57.4 51.4 60.660.0

52.8 53.8

51.3 45.0 43.4 52.151.9

52.4 43.3 44.6 53.153.0
Vehicle Noise: 62.4 60.6 57.8 52.7 61.861.3

76.31 81.16

67.36 Road Grade: 1.0%
feet
Thursday, January 12, 2023
104
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14834-02 Noise Study

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CADNAA OPERATIONAL NOISE CALCULATIONS

105
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1024
14834 - Paladin Ontario - Construction
CadnaA Noise Prediction Model: 14834-02_Operation.cna
Date: 11.01.23
Analyst: B. Maddux
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB) 0.00
Max. Search Radius (#(Unit,LEN)) 2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN)) 999.99
Min. Length of Section (#(Unit,LEN)) 1.01
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 5.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP)) 10
rel. Humidity (%) 70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED)) 3.0
Roads (TNM)
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) R1 R1 44.7 44.7 51.3 0.0 0.0 0.0 x Total 5.00 a 6148835.15 2335251.91 5.00 R2 R2 41.3 41.3 48.0 0.0 0.0 0.0 x Total 5.00 a 6148702.63 2335539.63 5.00 R3 R3 38.8 38.8 45.5 0.0 0.0 0.0 x Total 5.00 a 6148552.75 2336052.97 5.00 R4 R4 45.4 45.4 52.1 0.0 0.0 0.0 x Total 5.00 a 6148858.30 2335955.75 5.00 Point Source(s)
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) DT1 DT1 83.2 83.2 83.2 Lw 83.2 0.00 r 6149017.29 2335305.42 0.00 DT2 DT2 83.2 83.2 83.2 Lw 83.2 0.00 r 6149018.26 2335318.76 0.00 Trash01 Trash01 89.0 89.0 89.0 Lw 89 0.00 r 6148899.45 2335685.30 0.00 Swiming Pool Pool01 94.6 94.6 94.6 Lw 94.6 0.00 r 6148764.55 2335803.56 0.00 Parking01 Parking01 73.1 73.1 73.1 Lw 73.1 0.00 r 6148790.79 2335847.02 0.00 Parking02 Parking02 73.1 73.1 73.1 Lw 73.1 0.00 r 6148873.21 2335794.53 0.00 Parking03 Parking03 73.1 73.1 73.1 Lw 73.1 0.00 r 6148922.31 2335714.09 0.00 Parking04 Parking04 73.1 73.1 73.1 Lw 73.1 0.00 r 6148946.69 2335647.76 0.00 Parking05 Parking05 73.1 73.1 73.1 Lw 73.1 0.00 r 6148979.27 2335549.30 0.00 Parking06 Parking06 73.1 73.1 73.1 Lw 73.1 0.00 r 6148985.65 2335472.09 0.00 Parking07 Parking07 73.1 73.1 73.1 Lw 73.1 0.00 r 6148840.79 2335749.41 0.00 Parking08 Parking08 73.1 73.1 73.1 Lw 73.1 0.00 r 6148900.65 2335631.11 0.00 Parking09 Parking09 73.1 73.1 73.1 Lw 73.1 0.00 r 6148867.71 2335620.84 0.00 Parking10 Parking10 73.1 73.1 73.1 Lw 73.1 0.00 r 6148886.83 2335542.93 0.00 Urban Crossroads, Inc.
107 1025
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) Parking11 Parking11 73.1 73.1 73.1 Lw 73.1 0.00 r 6148920.39 2335548.83 0.00 Parking12 Parking12 73.1 73.1 73.1 Lw 73.1 0.00 r 6148888.18 2335441.70 0.00 Parking13 Parking13 73.1 73.1 73.1 Lw 73.1 0.00 r 6148846.51 2335430.76 0.00 Parking14 Parking14 73.1 73.1 73.1 Lw 73.1 0.00 r 6148860.58 2335371.39 0.00 Parking15 Parking15 73.1 73.1 73.1 Lw 73.1 0.00 r 6148898.60 2335381.81 0.00 Parking16 Parking16 73.1 73.1 73.1 Lw 73.1 0.00 r 6148805.89 2335325.56 0.00 Parking17 Parking17 73.1 73.1 73.1 Lw 73.1 0.00 r 6148940.26 2335345.87 0.00 AC01 AC01 88.9 88.9 88.9 Lw 88.9 0.00 g 6148990.86 2335403.57 14.00 AC02 AC02 88.9 88.9 88.9 Lw 88.9 0.00 g 6149006.09 2335407.35 14.00 AC03 AC03 88.9 88.9 88.9 Lw 88.9 0.00 g 6148993.85 2335389.38 14.00 AC04 AC04 88.9 88.9 88.9 Lw 88.9 0.00 g 6149009.61 2335393.02 14.00 AC05 AC05 88.9 88.9 88.9 Lw 88.9 0.00 g 6149006.74 2335367.11 14.00 AC06 AC06 88.9 88.9 88.9 Lw 88.9 0.00 g 6148828.62 2335636.22 35.00 AC07 AC07 88.9 88.9 88.9 Lw 88.9 0.00 g 6148783.83 2335671.29 35.00 Line Source(s)
Name M. ID Result. PWL Result. PWL' Lw / Li Operating Time Moving Pt. Src Height Day Evening Night Day Evening Night Type Value norm. Day Special Night Number Speed (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) Day Evening Night (mph) (ft) Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
Area Source(s)
Name M. ID Result. PWL Result. PWL'' Lw / Li Operating Time Height Day Evening Night Day Evening Night Type Value norm. Day Special Night (ft) (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
Barrier(s)
Name Sel. M. ID Absorption Z-Ext. Cantilever Height Coordinates left right horz. vert. Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
Building(s)
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
Hotel HotelBldg01 x 0 35.00 a 6148873.66 2335486.55 35.00 0.00 6148849.18 2335480.56 35.00 0.00
6148848.40 2335483.42 35.00 0.00
6148823.66 2335477.43 35.00 0.00
6148821.84 2335487.07 35.00 0.00
6148816.70 2335486.09 35.00 0.00
6148805.11 2335534.92 35.00 0.00
6148799.77 2335533.62 35.00 0.00
6148788.96 2335582.97 35.00 0.00
6148794.82 2335584.27 35.00 0.00
6148780.24 2335647.94 35.00 0.00
6148774.38 2335646.64 35.00 0.00
6148760.71 2335708.10 35.00 0.00
6148766.43 2335709.53 35.00 0.00
6148753.28 2335768.64 35.00 0.00
6148758.10 2335769.30 35.00 0.00
6148756.02 2335779.45 35.00 0.00
6148799.77 2335790.26 35.00 0.00
6148801.07 2335783.75 35.00 0.00
6148806.67 2335785.18 35.00 0.00
6148828.67 2335686.28 35.00 0.00
6148834.66 2335687.46 35.00 0.00
6148837.92 2335672.35 35.00 0.00
6148850.29 2335674.96 35.00 0.00
6148853.15 2335661.02 35.00 0.00
6148841.30 2335657.90 35.00 0.00
6148851.72 2335611.67 35.00 0.00
6148845.99 2335610.50 35.00 0.00
BUILDING BUILDING00002 x 0 14.00 r 6148986.00 2335374.91 14.00 0.00 6148990.23 2335376.00 14.00 0.00
6148982.96 2335405.95 14.00 0.00
Urban Crossroads, Inc.
108 1026
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6148971.46 2335403.23 14.00 0.00
6148968.53 2335416.47 14.00 0.00
6148991.97 2335422.76 14.00 0.00
6148992.84 2335418.75 14.00 0.00
6149010.53 2335423.52 14.00 0.00
6149011.07 2335420.59 14.00 0.00
6149014.43 2335421.57 14.00 0.00
6149029.95 2335351.26 14.00 0.00
6148993.27 2335342.25 14.00 0.00
Ground Absorption(s)
Name Sel. M. ID G Coordinates
x y
(ft) (ft)
Contour(s)
Name Sel. M. ID OnlyPts Height Coordinates
Begin End x y z
(ft) (ft) (ft) (ft) (ft)
Vertical Area Source(s)
Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
Rail
Name Sel. M. ID Lw' Train Class Correct. Vmax
Day Night Track
(dBA) (dBA) (dB) (km(mph)
Sound Level Spectra
Name ID Type Oktave Spectrum (dB) Source
Weight. 31.5 63 125 250 500 1000 2000 4000 8000 A lin
Roads
Name Sel. M. ID Lme Count Data exact Count Data Speed Limit SCS Surface Gradient Mult. Reflection Day Evening Night DTV Str.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist. (dBA) (dBA) (dBA) Day Evening Night Day Evening Night (mph) (mph) (dB) (%) (dB) (ft) (ft) RoadsGeo
Name Height Coordinates Dist LSlope
Begin End x y z Ground (ft) (%)
(ft) (ft) (ft) (ft) (ft) (ft)
Urban Crossroads, Inc.
109 1027
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14834-02 Noise Study

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Paladin Ontario Noise Impact Analysis
14834-02 Noise Study

APPENDIX 10.1:

CADNAA CONSTRUCTION NOISE CALCULATIONS

111
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14834-02 Noise Study

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14834 - Paladin Ontario - Construction
CadnaA Noise Prediction Model: 14834-02_Construction.cna Date: 11.01.23
Analyst: B. Maddux
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB) 0.00
Max. Search Radius (#(Unit,LEN)) 2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN)) 999.99
Min. Length of Section (#(Unit,LEN)) 1.01
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 5.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP)) 10
rel. Humidity (%) 70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED)) 3.0
Roads (TNM)
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) R1 R1 69.1 -30.9 66.1 0.0 0.0 0.0 x Total 5.00 a 6148835.15 2335251.91 5.00 R2 R2 67.9 -32.1 64.9 0.0 0.0 0.0 x Total 5.00 a 6148702.63 2335539.63 5.00 R3 R3 59.2 -40.8 56.2 0.0 0.0 0.0 x Total 5.00 a 6148552.75 2336052.97 5.00 R4 R4 64.7 -35.3 61.7 0.0 0.0 0.0 x Total 5.00 a 6148858.30 2335955.75 5.00 Point Source(s)
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) Line Source(s)
Name M. ID Result. PWL Result. PWL' Lw / Li Operating Time Moving Pt. Src Height Day Evening Night Day Evening Night Type Value norm. Day Special Night Number Speed (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) Day Evening Night (mph) (ft) Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
Area Source(s)
Urban Crossroads, Inc.
113 1031
Name M. ID Result. PWL Result. PWL'' Lw / Li Operating Time Height Day Evening Night Day Evening Night Type Value norm. Day Special Night (ft) (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) ConstructionArea ConstructionArea00001 115.6 15.6 15.6 74.4 -25.6 -25.6 PWL-Pt 115.6 8 a Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
ConstructionArea ConstructionArea00001 8.00 a 6149169.35 2335285.20 8.00 0.00 6148780.85 2335288.92 8.00 0.00
6148783.14 2335506.10 8.00 0.00
6148781.97 2335535.13 8.00 0.00
6148777.23 2335569.66 8.00 0.00
6148763.47 2335614.18 8.00 0.00
6148751.96 2335640.99 8.00 0.00
6148736.97 2335674.20 8.00 0.00
6148727.01 2335705.97 8.00 0.00
6148722.46 2335727.24 8.00 0.00
6148718.99 2335755.89 8.00 0.00
6148721.25 2335864.34 8.00 0.00
6148722.11 2335869.87 8.00 0.00
6148723.85 2335873.78 8.00 0.00
6148726.56 2335877.69 8.00 0.00
6148730.25 2335880.83 8.00 0.00
6148736.33 2335883.65 8.00 0.00
6148742.19 2335884.30 8.00 0.00
6148754.42 2335882.24 8.00 0.00
6148784.93 2335875.43 8.00 0.00
6148801.92 2335869.89 8.00 0.00
6148822.54 2335861.31 8.00 0.00
6148842.33 2335850.97 8.00 0.00
6148861.15 2335838.95 8.00 0.00
6148877.64 2335824.98 8.00 0.00
6148894.08 2335809.87 8.00 0.00
6148907.59 2335793.38 8.00 0.00
6148923.69 2335771.96 8.00 0.00
6148934.29 2335752.38 8.00 0.00
6148944.22 2335732.37 8.00 0.00
6148949.91 2335715.20 8.00 0.00
6149027.89 2335486.60 8.00 0.00
6149034.77 2335466.26 8.00 0.00
6149043.36 2335447.25 8.00 0.00
6149052.87 2335428.29 8.00 0.00
6149062.77 2335409.93 8.00 0.00
6149079.92 2335381.85 8.00 0.00
6149093.98 2335362.05 8.00 0.00
6149114.38 2335338.24 8.00 0.00
6149127.06 2335323.77 8.00 0.00
6149142.05 2335308.49 8.00 0.00
6149158.31 2335293.83 8.00 0.00
Barrier(s)
Name Sel. M. ID Absorption Z-Ext. Cantilever Height Coordinates left right horz. vert. Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
Building(s)
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
Ground Absorption(s)
Name Sel. M. ID G Coordinates
x y
(ft) (ft)
Contour(s)
Name Sel. M. ID OnlyPts Height Coordinates
Begin End x y z
(ft) (ft) (ft) (ft) (ft)
Vertical Area Source(s)
Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
Urban Crossroads, Inc.
114 1032
Rail
Name Sel. M. ID Lw' Train Class Correct. Vmax
Day Night Track
(dBA) (dBA) (dB) (km(mph)
Sound Level Spectra
Name ID Type Oktave Spectrum (dB) Source
Weight. 31.5 63 125 250 500 1000 2000 4000 8000 A lin
Roads
Name Sel. M. ID Lme Count Data exact Count Data Speed Limit SCS Surface Gradient Mult. Reflection Day Evening Night DTV Str.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist. (dBA) (dBA) (dBA) Day Evening Night Day Evening Night (mph) (mph) (dB) (%) (dB) (ft) (ft) RoadsGeo
Name Height Coordinates Dist LSlope
Begin End x y z Ground (ft) (%)
(ft) (ft) (ft) (ft) (ft) (ft)
Urban Crossroads, Inc.
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1034

DATE: January 11, 2023
TO: Philip Powers, Paladin Equity Capital
FROM: Charlene So, Urban Crossroads, Inc.

JOB NO: 14834-04 TG Memo

PALADIN ONTARIO TRIP GENERATION ASSESSMENT
Urban Crossroads, Inc. is pleased to provide the following Trip Generation Assessment for the Paladin Ontario development (Project), which is located on the southeast corner of Corona Avenue and G Street in the City of Ontario . The following assessment has been prepared to respond to the Southwest Mountain States Carpenters comment letter prepared by Mitchell M. Tsai, dated December 19, 2022 (page 14, 1. Traffic Impacts). Specifically, the comment indicates that full- service hotels have more amenities than those planned at the proposed Project and may potentially be understating traffic generated by the Project.

BACKGROUND
The Project is to consist of the development of a 118-room hotel and 2,771 square foot fast -food restaurant with drive -through window . Using the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021), the trip generation assessment prepared for the Project (dated July 18, 2022, referred to as 2022 Trip Generation Assessment) calculated the trips associated with the proposed 118-rooms using the Hotel (ITE Land Use Code 310) land use category. In an effort to conservatively calculate the Project’s trip generation, the most intensive lodging category was utilized.

The hotel component is anticipated to be occupied by Everhome Suites. Everhome Suites is an extended stay hotel which offers apartment -style rooms and amenities. The rooms are either studio or one-bedroom suites which also feature fully equipped kitchens and modular furniture. On -site services that are typically offered include 24 -hour laundry facility, modern fitness center, multipurpose lobby area, and 24-hour access to snacks/sundries.

1035
Philip Powers, Paladin Equity Capital
January 11, 2023