The proposed project would provide 48 truck loading spaces along the building’s eastern side, with 46 spaces having dock doors and two spaces having drive-in doors. Loading spaces would be graded approximately 3.5 feet below grade in relation to the rest of the project site.
Vehicular access to the project site would be provided via two 40-foot-wide entrances along Central Avenue, in the northern corner of the project site. Circulation within the project site would be provided via a loop around the building. Further circulation would be provided around the parking lot on the proposed building’s Central Avenue frontage. The loop around the building would have a minimum width of 40 feet for circulation, while circulation through the parking area along Central Avenue would have a minimum width of 25 feet and a maximum width of 32 feet.
Pedestrian access to the project site would be provided via a pedestrian access point off Central Avenue placed between the two vehicle entry access points. A pedestrian path would be developed to link the entry access point, the parking lot area, and the proposed building. Crosswalks would be provided where vehicle circulation and pedestrian paths intersect, and paths would be Americans with Disabilities Act (ADA) compliant.
According to the City of Newark General Plan (General Plan) Land Use map, the project site has a land use designation General Industrial (GI), which is intended “to accommodate a broad range of manufacturing, warehousing, wholesaling, and distribution uses.”1 The project site is zoned GI, which is similarly intended for manufacturing, warehousing, wholesaling, and distribution uses. The proposed project’s use and density would be consistent with both the General Plan GI land use designation and GI zoning.
The proposed project would be used for dry storage only and the analysis evaluated impacts related to dry storage operation that does not involve trucks with Transport Refrigeration Units (TRUs). Further, the proposed building would have an all-electric design (i.e., no natural gas plumbing). In addition, the project applicant has committed to using Tier 4 construction equipment. These project design features are included in the air quality modeling and described in detail below.
Project Design Features
The proposed project would include the following Project Design Features (PDFs):
PDF AIR-1 Prohibition of Cold Storage Use and Transport Refrigeration Units The project operation would address any potential Transport Refrigeration Unit usage by requiring the following:
• Contractual language in all tenant lease agreements that will prohibit tenants from operating Transport Refrigeration Units (TRUs) within the project site. 1 City of Newark. 2013. General Plan. December 12.
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• Requiring a restrictive covenant over the parcel that prohibits the applicant’s use of TRUs on the property unless the applicant seeks and receives an amendment to its conditional use permit allowing such use.
• The application of any future requests for cold storage and associated TRU usage to include an analysis which requires the modeling and a Health Risk Assessment of air toxic contaminants emitted from operation of these TRUs. The results of such analysis must demonstrate that the operation of TRUs would not result in a significant health impact as defined by BAAQMD thresholds.
PDF AIR-2 All-Electric Design
Prior to issuance of building permits, the project applicant shall provide documentation (e.g., site plan) to the City to demonstrate that the proposed industrial development does not include natural gas appliances or natural gas plumbing.
PDF AIR-3 Use of Tier 4 Construction Equipment
Prior to the issuance of any demolition, grading, or building permits (whichever occurs earliest), the project applicant and/or construction contractor shall prepare a construction operations plan that, during construction activities, requires all off-road equipment with engines greater than 50 horsepower to meet particulate matter emissions standards for Tier 4 Interim engines at the minimum. The construction contractor shall maintain records documenting its efforts to comply with this requirement, including equipment lists. Off-road equipment descriptions and information shall include, but are not limited to, equipment type, equipment manufacturer, equipment identification number, engine model year, engine certification (Tier rating), horsepower, and engine serial number. The project applicant and/or construction contractor shall submit the construction operations plan and records of compliance to the City.
SETTING AND REGULATORY FRAMEWORK
Air Quality Regulatory Framework
The proposed project is within the jurisdiction of the Bay Area Air Quality Management District (BAAQMD), which regulates air quality in the San Francisco Bay Area Air Basin (Air Basin). Within the Air Basin, ambient air quality standards for ozone, carbon monoxide (CO), nitrogen dioxide (NO2), sulfur dioxide (SO2), particulate matter with an aerodynamic diameter of 2.5 microns and smaller (PM2.5) and 10 microns and smaller (PM10), and lead (Pb) have been established by both the California Environmental Ryan Marshall
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Protection Agency (Cal/EPA) and the United States Environmental Protection Agency (EPA). 2 California
has also set standards for sulfate concentrations and atmospheric visibility.
The EPA and the California Air Resources Board (ARB) designate air basins, or specific areas within an air basin, as “nonattainment” where ambient air quality standards are exceeded. If standards are met, the area is designated as “attainment.” If there is inadequate or inconclusive data to make a definitive attainment designation, they are considered “unclassified.” National nonattainment areas are further designated as marginal, moderate, serious, severe, or extreme as a function of deviation from standards.
The Air Basin is classified as a nonattainment area for the State ozone and particulate matter standards and as nonattainment for federal ozone 8-hour and PM2.5 24-hour standards.3 This indicates that the BAAQMD has not achieved compliance with these State and federal standards in the Air Basin.
In addition to regulating criteria pollutants for attainment of State and federal standards. The ARB and BAAQMD regulate and control emissions of toxic air contaminants (TACs) to further protect human health. TACs are a class of pollutants that includes hundreds of chemicals hazardous to human health.
Long-term exposure to TACs may cause more severe health effects, such as neurological damage, hormone disruption, developmental defects, and cancer. TAC emissions are highly localized and are emitted from mobile sources such as cars, trucks, marine, and rail sources as well as stationery and area sources. The ARB and BAAQMD address emissions via mobile source strategies, stationary source permitting requirements, and health risk thresholds for new development under review in the California Environmental Quality Act (CEQA) process.
Particulate Matter (PM) is the most important health risk driver from Bay Area air quality,4 both as fine PM2.5 and as diesel particulate matter (DPM), a toxic air contaminant. Studies indicate that DPM poses the greatest health risk among airborne TACs. The ARB conducted a 10-year research program that demonstrated that DPM from diesel-fueled engines is a human carcinogen and that chronic (long-term) inhalation exposure to DPM poses a chronic long-term health risk. Although DPM is emitted by dieselfueled internal combustion engines, the composition of the emissions varies depending on engine type, operating conditions, fuel composition, lubricating oil, and whether an emission control system is present. This has serious adverse health impacts because PM2.5 can travel deep into lungs and enter the bloodstream. Fine PM originates from a variety of sources, including fossil fuel combustion, residential wood burning, cooking, wildfires, and dust.
Researchers established long ago that exposure to PM2.5 has negative effects on the respiratory system, such as triggering asthma attacks, aggravating bronchitis, and diminishing lung function. More recent 2 The United States Environmental Protection Agency (EPA) has established National Ambient Air Quality Standards (NAAQS) for six of the most common air pollutants—carbon monoxide, lead, ground level ozone, particulate matter, nitrogen dioxide, and sulfur dioxide— known as “criteria” air pollutants (or simply “criteria pollutants.”) 3 United States Environmental Protection Agency (EPA). 2024. California Nonattainment/Maintenance Status for Each County by Year for All Criteria Pollutants. April. Website: https://www3.epa.gov/airquality/greenbook/anayo_ca.html. Accessed May 16, 2024. 4 Bay Area Air Quality Management District (BAAQMD). 2020. Particulate Matter: Spotlight on Health Protection. Advisory Council Particulate Matter Reduction Strategy Report. https://www.baaqmd.gov/~/media/files/board-of-directors/advisorycouncil/2020/ac_particulate_matter_reduction_strategy_report.pdf?la=en&rev=570867c8b25e4ca0b2f93f80c4c1ef02. Accessed May 10, 2024.
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studies have found that PM2.5 can also harm the cardiovascular system and studies have found a clear correlation between PM2.5 levels, exposure, and mortality. Studies also indicate that exposure to PM2.5 may be related to other negative health effects, including impacts on the brain, such as reduced cognitive function, as well as increased risk of diabetes. Exposure to PM2.5 remains the leading public health risk and contributor to premature death from air pollution in the Bay Area.
Thresholds of Significance
The significance criteria established or recommended by the BAAQMD were used to make CEQA significance determinations related to the proposed project’s impacts on air quality. The BAAQMD has adopted standards of significance for construction and operation. Table 1 shows the thresholds of significance. In developing the thresholds of significance for air pollutants, the BAAQMD considered the emission levels for which a project’s individual emissions would be cumulatively considerable. If a project exceeds the identified significance thresholds, its emissions would be cumulatively considerable, resulting in significant adverse air quality impacts on the region’s existing air quality conditions.
Table 1: BAAQMD Thresholds of Significance
Pollutant
Construction Thresholds
Average Daily Emissions
(pounds/day)
Operational Thresholds
Average Daily
Emissions
(pounds/day)
Maximum Annual
Emissions (tons per
year)
Criteria Air Pollutants
ROG 54 54 10
NOX 54 54 10
PM10 82 (exhaust) 82 15
PM2.5 54 (exhaust) 54 10
CO Not applicable 9.0 ppm (8-hour average) or
20.0 ppm (1-hour average)
Fugitive Dust Construction Dust Ordinance, BAAQMD
Best Management Practices
Not applicable
Health Risks and Hazards for New Sources
Excess Cancer Risk 10 per one million 10 per one million Chronic or 1-hour Acute
Hazard Index
1.0 1.0
Incremental annual average
PM2.5
0.3 µg/m3 0.3 µg/m3
Health Risks and Hazards for Sensitive Receptors (Cumulative from All Sources within 1,000-Foot Zone of Influence) and Cumulative Thresholds for New Sources
Excess Cancer Risk 100 per 1 million
Chronic Hazard Index 10.0
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Pollutant
Construction Thresholds
Average Daily Emissions
(pounds/day)
Operational Thresholds
Average Daily
Emissions
(pounds/day)
Maximum Annual
Emissions (tons per
year)
Annual Average PM2.5 0.8 µg/m3
Notes:
µg/m3 = micrograms per cubic meter
CO = carbon monoxide
NOX = nitrogen oxides
PM10 = course particulate matter or particulates with an aerodynamic diameter of 10 µm or less PM2.5 = fine particulate matter or particulates with an aerodynamic diameter of 2.5 µm or less ROG = reactive organic gases
Source: Bay Area Air Quality Management District (BAAQMD). 2022. CEQA Air Quality Guidelines. April. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/ceqa-guidelines-chapter-3- thresholds_final_v2-pdf.pdf?la=en. Accessed May 10, 2024.
City of Newark General Plan
The General Plan was adopted December 12, 2013, and includes goals, policies, and actions that guide future growth and conservation in the City. The following policies and actions are specific to air quality and apply to the proposed project.
Health and Wellness Element
Policy HW-1.3 Reducing Exposure to Air Pollution in New Development. Use site planning and architectural design to reduce potential exposure of sensitive uses to major air pollution sources, including freeways, and industrial activities.
Policy HW-1.4 Evaluation of Air Quality Impacts. Evaluate air quality impacts during the local development review process. Development should be located and regulated to minimize significant air quality related health risks.
Policy HW-1.5 Cleaner Fuels. Encourage the use of cleaner burning fuels and low emission vehicles.
Policy HW-1.6 Reducing Emissions from Single Passenger Vehicles. Support programs by local employers that encourage employees to carpool, use public transportation, bicycle, walk, telecommute, or pursue other alternatives to driving alone to work.
Policy HW-1.7 Odors. Reduce the emission of undesirable odors from manufacturing and commercial activities.
Action HW-1.B Air Quality Studies for New Development. Use the environmental review process to require mitigation of potential air quality impacts generated by new development. Sitespecific air quality studies should be required for future development that includes sensitive receptors (such as schools, hospitals, daycare centers, or retirement homes) located within designated air quality buffer areas along Interstate 880 and State Route 84.
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Action HW-1.C Furnace Replacement and Clean Appliances. Support programs that help property owners replace residential, commercial, and industrial furnaces and gasoline powered appliances with cleaner fuel, low emission furnaces, and clean energy appliances.
Action HW-1.F Health Risk Assessments. Require submittal of a Health Risk Assessment (HRA) for applicants proposing major development or redevelopment within 1,000 feet of the I880 or SR-84 freeways. For projects where the incremental cancer risk exceeds 10 in one million, PM2.5 concentrations exceed 0.3 µg/m3
, or the appropriate non-cancer
hazard index exceeds 1.0, the HRA shall identify mitigation measures capable of reducing potential risks to acceptable levels.
HRAs shall be done in accordance with the latest State Office of Environmental Health Hazard Assessment and Bay Area Air Quality Management District guidelines and shall mitigate impacts to levels deemed acceptable by these agencies. The City shall modify its standard Conditions of Approval to implement this action.
Action HW-1.G Construction-Related Pollutants. Require that construction contractors implement basic control measures consistent with BAAQMD recommendations to limit emissions of construction-related criteria pollutants, including fugitive dust.
Action HW-1.H Nuisance Odors. Evaluate the potential for proposed projects to emit nuisance odors beyond the property line and require that property owners submit odor management plans consistent with BAAQMD regulations.
Action HW-1.I Standard Conditions of Approval. Update the City’s Standard Conditions of Approval to require measures which reduce particulate emissions (PM10) from construction and reduce construction-related emissions if project-level environmental review determines that BAAQMD thresholds for criteria pollutants may be exceeded. Mitigation measures for construction impacts could include using construction equipment rated by the EPA as complying with current emission limits, ensuring construction equipment is serviced and maintained to the manufacturer’s standards, and limiting nonessential construction equipment idling to no more than five minutes.
Greenhouse Gas Regulatory Framework
Assembly Bill 32, Senate Bill 32, and State Climate Change Scoping Plan In 2006, California passed Assembly Bill (AB) 32, the Global Warming Solutions Act. AB 32 put into law mid-term GHG reduction targets and identified ARB as the State agency responsible for the development and implementation of GHG emission reduction regulations, policies, and measures needed to meet the target.
In 2008, the ARB adopted the Climate Change Scoping Plan (Scoping Plan) which contains the main strategies that California will implement to achieve the required GHG reductions codified in AB 32. ARB Ryan Marshall
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is required to update the Scoping Plan at least once every five years to evaluate progress and develop future GHG inventories that may guide this process.
The Governor signed Senate Bill (SB) 32 in September 2016, giving the ARB the statutory responsibility to include the 2030 target previously contained in Executive Order B-30-15 in the 2017 Scoping Plan Update. SB 32 states that “In adopting rules and regulations to achieve the maximum technologically feasible and cost-effective greenhouse gas emissions reductions authorized by this division, the State [air resources] board shall ensure that Statewide greenhouse gas emissions are reduced to at least 40 percent below the Statewide greenhouse gas emissions limit no later than December 31, 2030.” The current Scoping Plan was adopted in 20225 and establishes a scenario by which the State may achieve carbon neutrality by 2045 or earlier, and it outlines a technologically feasible, cost-effective, and equityfocused path for achieving this climate target. The 2022 Scoping Plan addresses the latest climaterelated legislation and direction from current Governor Gavin Newsom, who, by his signing of AB 1279, required the State to reduce Statewide anthropogenic GHG emissions to at least 85 percent below 1990 levels by 2045 and to maintain net negative GHG emissions thereafter. The 2022 Scoping Plan relies on the aggressive reduction of fossil fuels in all Statewide sectors and accelerating existing carbon reduction programs. Aspects of the 2022 Scoping Plan’s scenario include:
• Rapidly moving to zero-emission transportation by electrifying cars, buses, trains, and trucks. • Phasing out the use of fossil gas used for heating homes and buildings. • Clamping down on chemicals, refrigerants, and other high global warming potential (GWP) gases. • Providing communities with sustainable options for walking, biking, and public transit to reduce reliance on cars.
• Continuing to develop solar arrays, wind turbine capacity, and other resources that provide clean, renewable energy.
• Scale up options such as renewable hydrogen and biomethane for end uses that are hard to electrify.
The ARB estimates that successfully achieving the outcomes called for by the 2022 Scoping Plan will reduce demand for liquid petroleum by 94 percent and total fossil fuel by 86 percent in 2045, relative to 2022. The 2022 Scoping Plan also emphasizes the role of natural and working lands and carbon capturing technologies to address residual emissions and achieve net negative emissions.
Assembly Bill 1279
AB 1279 codified Executive Order B-55-18, which established a Statewide goal of achieving carbon neutrality as soon as possible but no later than 2045 and achieving and maintaining net negative 5 California Air Resources Board (ARB). 2022 Scoping Plan. Website: https://ww2.arb.ca.gov/our-work/programs/ab-32-climate-changescoping-plan/2022-scoping-plan-documents. Accessed May 19, 2024.
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emissions thereafter. It requires that 2045 Statewide anthropogenic GHG emissions are reduced to at least 85 percent below 1990 levels.
Plan Bay Area 2050
Plan Bay Area 2050 is a State-mandated, integrated, long-range transportation and land use plan for the San Francisco Bay Area. As required by SB 375, all metropolitan regions in California must complete an Sustainable Communities Strategy (SCS) as part of a Regional Transportation Plan (RTP). This strategy integrates transportation, land use, and housing to meet GHG reduction targets set by the ARB. Plan Bay Area 2050 meets those requirements. In addition, the plan sets a roadmap for future transportation investments and identifies what it would take to accommodate expected growth. The plan neither funds specific transportation projects nor changes local land use policies.
In the San Francisco Bay Area, the Metropolitan Transportation Commission (MTC) and the Association of Bay Area Governments (ABAG) adopted Plan Bay Area 2050 in October 2021. To meet the GHG reduction targets, the plan identifies four growth geographies where future growth in housing and jobs should be focused: Priority Development Areas (PDAs), Priority Production Areas (PPAs), Transit-Rich Areas (TRAs), and High-Resource Areas. The agencies estimate more than 80 percent of housing growth would occur within TRAs and nearly 30 percent would be within High Resource Areas, and more than 60 percent of job growth would be within walking distance of high-quality transit between 2015 and 2050.
BAAQMD GHG Guidelines
The BAAQMD’s 2022 CEQA Air Quality Guidelines provides recommended significance thresholds for GHGs for land use development projects and plans. The new thresholds state that, if a project would contribute its “fair share” of what will be required to achieve California’s long-term climate goal of carbon neutrality by 2045, then a reviewing agency can find that the impact will not be significant because the project will help to solve the problem of global climate change. The thresholds for new land use projects require projects to meet either of one of two enumerated Criteria “A” or “B” detailed in Table 2. If a land use development project cannot demonstrate consistency with Criterion A or Criterion B, then that project would result in a potentially significant impact related to the generation of direct and indirect GHG emissions.
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Table 2: BAAQMD Thresholds of Significance for Greenhouse Gases Thresholds for Land Use Projects (Must Include A or B)
A. Projects must include, at a minimum, the following project design elements:
1. Buildings
a. The project will not include natural gas appliances or natural gas plumbing (in both residential and nonresidential development).
b. The project will not result in any wasteful, inefficient, or unnecessary energy usage as determined by the analysis required under CEQA Section 21100(b)(3) and Section 15126.2(b) of the State CEQA Guidelines.
2. Transportation
a. Achieve a reduction in project-generated Vehicle Miles Traveled (VMT) below the regional average consistent with the current version of the California Climate Change Scoping Plan (currently 15 percent) or meet a locally adopted Senate Bill 743 VMT target, reflecting the recommendations provided in the Governor’s Office of Planning and Research’s Technical Advisory on Evaluating Transportation Impacts in CEQA:
i. Residential projects: 15 percent below the existing VMT per capita ii. Office projects: 15 percent below the existing VMT per employee iii. Retail projects: no net increase in existing VMT
b. Achieve compliance with off-street electric vehicle requirements in the most recently adopted version of CALGreen Tier 2.
B. Projects must be consistent with a local GHG reduction strategy that meets the criteria under State CEQA Guidelines Section 15183.5(b).
Source: Bay Area Air Quality Management District (BAAQMD). 2022. CEQA Guidelines. April 20.
Project consistency with Criteria A is based on incorporating project design criteria based on key attributes consistent with the 2022 Scoping Plan and states long-term carbon neutrality goals. Projects incorporating these elements would be contributing their “fair share” of what will be required to achieve California’s long-term climate goal of carbon neutrality by 2045. These include criteria for building energy design (elimination of natural gas) as well as criteria related to reduction in transportation emissions via VMT reductions and installation of electrical vehicle (EV) charging infrastructure.
Project consistency with Criterion B involves demonstrating compliance with a local “qualified” GHG plan. CEQA Guidelines Section 15183.5(b) allows projects and plans to be analyzed through a streamlined or tiered approach utilizing an adopted Greenhouse Gas Reduction Plan. A “qualified” reduction strategy capable of being utilized for a streamlined or tiered analysis under CEQA must meet the following requirements:
• Quantify GHG emissions, both existing and projected over a specified time period, resulting from activities within a defined geographic area;
• Establish a level, based on substantial evidence, below which the contribution to GHG emissions from activities covered by the plan would not be cumulatively considerable; Ryan Marshall
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• Identify and analyze the GHG emissions resulting from specific actions or categories of actions anticipated within the geographic area;
• Specify measures or a group of measures, including performance standards, that substantial evidence demonstrates, if implemented on a project-by-project basis, would collectively achieve the specified emissions level;
• Establish a mechanism to monitor the plan’s progress toward achieving the level and to require amendments if the plan is not achieving specified levels; and • Be adopted in a public process following environmental review.
The City does not have a GHG reduction plan or Climate Action Plan that meets all of the aforementioned criteria.6
City of Newark General Plan
The City of Newark General Plan was adopted on December 12, 2013, and consists of a comprehensive statement of goals, policies, and actions to guide future growth and conservation in the City. In addition to the relevant policies discussed under the Air Quality section, the following policy is specific to reducing GHG emissions and relevant to the proposed project.
Health and Wellness Element
Policy CS-5.1 Linking Land Use and Transportation. Encourage land use and transportation patterns that reduce dependence on automobiles. This includes siting well-designed higherdensity, mixed use development near the proposed Dumbarton Rail station and in other areas with frequent transit service.
Policy CS-5.2 Pedestrian and Bicycle Friendly Design. Ensure that new development is planned and designed to facilitate walking and bicycling as well as driving. This can potentially reduce the number of vehicle trips and related greenhouse gas emissions.
Policy CS-5.3 Alternative Fuel Vehicles. Encourage the use of alternative fuel and electric vehicles and development of the necessary infrastructure for such vehicles to be viable in Newark.
Policy CS-5.4 Reducing Nonresidential Transportation Emissions. Encourage the participation of the business sector in efforts to reduce greenhouse gases. This could include commuter benefit and transit pass programs that encourage employees to use transit rather than driving to work. This also includes efforts by local employers to encourage ride sharing, carpooling, BART shuttles, telecommuting, and other programs that provide alternatives to driving alone.
6 The City of Newark adopted its Climate Action Plan Initial Framework January 28, 2010. It does not include targets for the year 2030 in accordance with SB 32.
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Action CS-5.G Electric Vehicle Infrastructure. Support the development of additional electric vehicle charging stations and other infrastructure which make electric vehicles more viable in Newark.
Policy CS- 6.2 Encouraging Greener Construction. Encourage greener construction methods and greater use of recycled-content materials in new residential, commercial, and industrial construction projects.
Policy CS- 6.5 Minimizing Impervious Surface Coverage. Minimize impervious surface coverage and related stormwater runoff in new development areas by allowing narrower roads and shared driveways, and by encouraging the use of pervious materials on driveways and parking areas. Other means of reducing urban runoff, such as rain barrels and bioswales, also should be encouraged.
Policy CS- 6.6 Cool Pavements. Encourage the use of cool (light colored) pavements to mitigate the heat island effect of development.
City of Newark Municipal Code
The City’s Municipal Code includes the following relevant regulations that would reduce GHG emissions from future development:
• Landscaping, General requirements (Chapter 17.21.050) • California Energy Code (Chapter 15.22)
• California Green Building Standards Code (Chapter 15.23) • Green Building and Construction and Demolition Debris Recycling ( Chapter 15.44) Energy Regulatory Framework
EPA Off-Road Diesel Engine Emissions Standards
The EPA regulates nonroad diesel engines that power mobile equipment (bulldozers, scrapers, front-end loaders, etc.) and stationary equipment (generators, pumps, compressors, etc.). The EPA has no formal fuel economy standards for nonroad (e.g., construction) diesel engines but does regulate diesel emissions, which indirectly affects fuel economy. In 1994, the EPA adopted the first set of emission standards (“Tier 1”) for all new nonroad diesel engines greater than 37 kilowatts (kW [50 horsepower]).
The Tier 1 standards were phased in for different engine sizes between 1996 and 2000, reducing nitrogen oxides (NOX) emissions from these engines by 30 percent. Subsequently, the EPA adopted more stringent emission standards for NOX, hydrocarbons, and PM from new nonroad diesel engines. This program included the first set of standards for nonroad diesel engines less than 37 kW. It also phased in more stringent “Tier 2” emission standards from 2001 to 2006 for all engine sizes and added yet more stringent “Tier 3” standards for engines between 37 and 560 kW (50 and 750 horsepower, respectively) from 2006 to 2008. These standards further reduced nonroad diesel engine emissions by 60 percent for NOX and 40 percent for PM from Tier 1 emission levels. In 2004, the EPA issued the Clean Air Nonroad Ryan Marshall
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Diesel Rule and finalized Tier 4 emission standards. This rule cut emissions from nonroad diesel engines by more than 90 percent and was phased in between 2008 and 2014. These emission standards are intended to promote advanced clean technologies for nonroad diesel engines that improve fuel combustion, but they also result in slight decreases in fuel economy.
California Renewable Energy Standards
Established in 2002 under SB 1078, and accelerated by SB 107 (2006), SB X 1-2 (2011), and SB 100 (2018), California’s Renewable Portfolio Standard (RPS) obligates investor-owned utilities, energy service providers, and community choice aggregators to procure 33 percent total retail sales of electricity from renewable energy sources by 2020; 60 percent by 2030; and 100 percent by 2045. SB 100 also states “that it is the policy of the State that eligible renewable energy resources and zero-carbon resources supply 100 percent of retail sales of electricity to California end-use customers and 100 percent of electricity procured to serve all State agencies by December 31, 2045.” The California Public Utilities Commission and the CEC are jointly responsible for implementing the program.
California Building Standards Code
The Building Energy Efficiency Standards were first adopted in 1976 and have been updated periodically since then as directed by statute. The Standards contain energy and water efficiency requirements (and indoor air quality requirements) for newly constructed buildings, additions to existing buildings, and alterations to existing buildings. The Standards are conceptually divided into three basic sets. The first set is a basic set of mandatory requirements that apply to all buildings. The second set is a set of performance standards—the energy budgets—that vary by climate zone (of which there are 16 in California) and building type; thus, the Standards are tailored to local conditions and provide flexibility in how energy efficiency in buildings can be achieved. Finally, the third set constitutes an alternative to the performance standards, which is a set of prescriptive packages that provide a recipe or a checklist compliance approach.
City of Newark General Plan
The City of Newark General Plan was adopted on December 12, 2013, and consists of a comprehensive statement of goals, policies, and actions to guide future growth and conservation in the City. The following policies are specific to energy and are relevant to the proposed project.
Health and Wellness Element
Policy CS-7.1 Reducing Energy Use. Support measures to reduce energy consumption and increase energy efficiency in residential, commercial, industrial, and public buildings.
Policy CS-7.2 Renewable Energy Sources. Support the expanded use of renewable energy sources such as wind and solar by Newark residents and businesses, the City of Newark, and other government agencies.
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Policy CS-7.3 Designing for Energy Efficiency. Support building design, site planning, and subdivision design methods that reduce heating and cooling costs and achieve greater energy efficiency.
Action CS-7.C Title 24. Enforce Title 24 and other energy efficiency and conservation standards when reviewing development and building permit applications.
AIR QUALITY EMISSIONS IMPACT ANALYSIS
According to CEQA Guidelines Appendix G, to determine whether impacts related to air quality are significant environmental effects, the following questions are analyzed and evaluated.
Would the project result in:
Impact AIR-1: Would the project conflict with or obstruct implementation of the applicable air quality plan?
Less than significant. The project site is located in the San Francisco Bay Area Air Basin (Air Basin), where the BAAQMD regulates air quality. The EPA is responsible for identifying nonattainment and attainment areas for each criteria pollutant within the Air Basin. The Air Basin is designated nonattainment for State standards for 1-hour and 8-hour ozone, 24-hour respirable PM10, annual PM10, and annual PM2.5. 7 The BAAQMD has adopted several air quality policies and plans to address regional air quality standards, the most recent of which is the 2017 Clean Air Plan. The 2017 Clean Air Plan was adopted in April of 2017 and serves as the regional Air Quality Plan (AQP) for the Air Basin for attaining NAAQS. The primary goals of the 2017 Clean Air Plan are to protect public health and protect the climate. The 2017 Clean Air Plan acknowledges that the BAAQMD’s two stated goals of protection are closely related. As such, the 2017 Clean Air Plan identifies a wide range of control measures intended to decrease both criteria pollutants8 and GHG.9 The 2017 Clean Air Plan also accounts for projections of population growth provided by ABAG and VMT provided by the MTC and identifies strategies to bring regional emissions into compliance with federal and State air quality standards. A project would be judged to conflict with or obstruct implementation of the 2017 Clean Air Plan if it would result in substantial new regional emissions not foreseen in the air quality planning process. 7 Bay Area Air Quality Management District (BAAQMD). 2022. CEQA Air Quality Guidelines. April. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/ceqa-guidelines-chapter-3- thresholds_final_v2-pdf.pdf?la=en. Accessed May 10, 2024. 8 The United States Environmental Protections Agency (EPA) has established National Ambient Air Quality Standards (NAAQS) for six of the most common air pollutants—carbon monoxide, lead, ground level ozone, particulate matter, nitrogen dioxide, and sulfur dioxide— known as “criteria” air pollutants (or simply “criteria pollutants”). 9 A greenhouse gas (GHG) is any gaseous compound in the atmosphere that is capable of absorbing infrared radiation, thereby trapping and holding heat in the atmosphere. By increasing the heat in the atmosphere, GHGs are responsible for the greenhouse effect, which ultimately leads to global warming.
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The BAAQMD does not provide a numerical threshold of significance for project-level consistency analysis with AQPs. Therefore, the following criteria will be used for determining a project’s consistency with the AQP.
• Criterion 1: Does the project support the primary goals of the AQP? • Criterion 2: Does the project include applicable control measures from the AQP? • Criterion 3: Does the project disrupt or hinder the implementation of any AQP control measures? Criterion 1
The primary goals of the 2017 Clean Air Plan, the current AQP to date, are to:
• Attain air quality standards;
• Reduce population exposure to unhealthy air and protect public health in the Bay Area; and • Reduce GHG emissions and protect the climate.
A measure for determining whether the proposed project supports the primary goals of the AQP is if the project would not result in an increase in the frequency or severity of existing air quality violations, cause or contribute to new violations, or delay timely attainment of air quality standards or the interim emission reductions specified in the air quality plans. This measure is determined by comparing project emissions to the significance thresholds identified by the BAAQMD for construction- and operationrelated pollutants. These significance thresholds are applied in the evaluation of Impact AIR-2, below. As discussed under Impact AIR-2 and Impact AIR-3, the proposed project would not significantly contribute to cumulative nonattainment pollutant violations or expose sensitive receptors to substantial pollutant concentrations. Fugitive dust control measures would be required to be implemented during the construction of the proposed project in order to reduce localized dust impacts. Impacts related to fugitive dust from the proposed project’s construction would be potentially significant without the inclusion of sufficient dust control measures. The City’s General Plan Action HW-1.G requires that construction contractors implement basic control measures consistent with BAAQMD recommendations to limit emissions of construction-related criteria pollutants, including fugitive dust. Accordingly, Condition of Approval (COA) AIR-1 requires the inclusion of Best Management Practices (BMPs) recommended by the BAAQMD to reduce potential impacts related to fugitive dust emissions from use of construction equipment. Therefore, the proposed project would be consistent with Criterion 1.
Criterion 2
Another measure for determining whether a project is consistent with the AQP is to determine whether the project is inconsistent with the growth assumptions incorporated into the AQP and, thus, whether it would interfere with the region’s ability to comply with federal and California air quality standards. The development of the AQP is based in part on the land use General Plan determinations of the various cities and counties that constitute the Air Basin. According to the General Plan, the project site is designated as GI. The site is also zoned GI, which is intended for manufacturing, warehousing, wholesaling, and distribution uses. The proposed project’s use and density would be consistent with both the General Plan GI land use designation and GI zoning. As such, the proposed project falls within Ryan Marshall
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the land uses contemplated for development by the City. Considering this information, the proposed project would not directly or indirectly result in substantial unplanned population growth. Therefore, the overall development of the project site would generally be consistent with the growth assumptions incorporated into the Clean Air Plan.
The AQPs also assume that all mandatory regulations to reduce air pollution would be adhered to.
Therefore, to conform to the assumptions in the AQP, a project must be consistent with all applicable measures contained in the applicable AQP. The Clean Air Plan contains 85 control measures to reduce air pollutants and GHGs at the local, regional, and global levels. Along with the traditional stationary, area, mobile source, and transportation control measures, the Clean Air Plan contains several control measures designed to protect the climate, promote mixed use, and compact development to reduce vehicle emissions and exposure to pollutants from stationary and mobile sources. The Clean Air Plan also includes an account of the implementation status of control measures identified in the 2010 Clean Air Plan.
Table 3 lists the relevant Clean Air Plan policies to the proposed project and evaluates the proposed project’s consistency with the policies. As shown below, the proposed project would be consistent with applicable measures.
Table 3: Project Consistency with Applicable Clean Air Plan Control Measures Control Measure Project Consistency
Buildings Control Measures
BL1: Green Buildings Consistent. The proposed project would not conflict with the implementation of this measure. The proposed project would comply with the latest energy efficiency standards and incorporate applicable energy efficiency features designed to reduce project energy consumption.
BL4: Urban Heat Island Mitigation Consistent. The proposed project would incorporate landscaping throughout the site. The proposed project would provide landscaping, including trees, that would reduce the urban heat island effect.
Energy Control Measures
EN1: Decarbonize Electricity
Generation
Consistent. The proposed project would not conflict with the implementation of this measure. The proposed project would be designed to be all electric and without natural gas plumbing. Furthermore, the proposed project would comply with the latest energy efficiency standards and incorporate applicable energy efficiency features designed to reduce project energy consumption.
EN2: Decrease Electricity Demand Consistent. The proposed project would be required to conform to the energy efficiency requirements of the California Building Standards Code (CBC), also known as Title 24, which was adopted to meet an Executive Order in the Green Building Initiative to improve the energy efficiency of buildings through aggressive standards. The 2022 Title 24 Standards are the current State building regulations, which went into effect on January 1, 2023. Proposed buildings that would receive building permits after January Ryan Marshall
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Control Measure Project Consistency
1, 2023, would be subject to the 2022 Title 24 Standards, including the proposed project.
Natural and Working Lands Control Measures
NW2: Urban Tree Planting Consistent. The proposed project would incorporate new landscaping and trees throughout the site.
WA3: Green Waste Diversion Consistent. The waste service provider for the proposed project will be required to meet AB 341, SB 939, and SB 1374 requirements that require waste service providers to divert green waste. All plant refuse generated during operations of the proposed project would be recycled off-site.
WA4: Recycling and Waste
Reduction
Consistent. The waste service provider for the proposed project will be required to meet the AB 341, SB 939, and SB 1374 requirements that require waste to be recycled.
Stationary Control Measures
SS18: Basin-Wide Combustion
Strategy
Consistent. Stationary sources are regulated directly by the BAAQMD, which routinely adopts/revises rules or regulations to implement the stationary source control measures to reduce stationary source emissions.
Therefore, any new stationary sources associated with the proposed project would be required to comply with BAAQMD’s regulations. Based on the proposed warehousing use for the project site, it is not anticipated that the proposed project would result in any new major stationary source emissions. Additionally, in the event stationary equipment is installed onsite, it is anticipated that the equipment would be small-quantity emitters and would require review by BAAQMD for permitted sources of air which would ensure consistency with the 2017 Clean Air Plan.
SS36: Particulate Matter from
Trackout
Consistent. Mud and dirt that may be tracked out onto the nearby public roads during construction activities shall be removed promptly by the contractor based on the BAAQMD’s requirements. COA AIR-1 requires the proposed project to implement BMPs recommended by the BAAQMD for fugitive dust emissions during construction.
SS37: Particulate Matter from
Asphalt Operations
Consistent. Asphalt used during project construction would be subject to BAAQMD Regulation 8, Rule 15-Emulsified and Liquid Asphalts. Although this rule does not directly apply to the proposed project, it does limit the reactive organic gases (ROG) content of asphalt available for use during construction by regulating the sale and use of asphalt. Using asphalt from facilities that meet BAAQMD regulations, the proposed project would be consistent with this Clean Air Plan measure.
Transportation Control Measures
TR2: Trip Reduction Programs Consistent. Transportation control measures are strategies to reduce vehicle trips, vehicle use, VMT, vehicle idling, and traffic congestion to reduce motor vehicle emissions. Although most of the transportation control measures are implemented at the regional level—that is, by MTC or California Department of Transportation (Caltrans)—the 2017 Clean Air Ryan Marshall
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Control Measure Project Consistency
Plan relies on local communities to assist with the implementation of some measures.
The proposed project would also be subject to the Bay Area’s Commuter Benefits Program, which requires all employers in BAAQMD’s jurisdiction that have 50 or more full-time employees to offer commuter benefits to their employees. Therefore, the proposed project is consistent with this measure.
TR9: Bicycle and Pedestrian Access
and Facilities
Consistent. Pedestrian access would be provided via a pedestrian access point off Central Avenue between the two proposed vehicle entry access points. A pedestrian path would be developed to link the entry access point, the parking lot area, and the proposed building. Crosswalks would be provided where vehicle circulation and pedestrian paths intersect, and paths would be ADA compliant.
The nearest bus stop to the project site is located adjacent to the project site, at the intersection of Central Avenue and Sycamore Street. Therefore, the proposed project would not conflict with and be consistent with the BAAQMD’s effort to encourage planning for bicycle and pedestrian facilities.
TR19: Medium and Heavy-Duty
Trucks
Consistent. The truck fleet used for the proposed project is required to comply with the State’s rigorous on-road heavy-duty vehicle programs aimed to transition truck fleets from diesel to Zero-Emission Vehicle (ZEV).
Relevant regulations include the “omnibus” regulation, Advanced Clean Truck and Advance Clean Fleets regulations, and TRU Arborne Toxics Control Measure (ACTM).
Source: Bay Area Air Quality Management District (BAAQMD). 2017. Final 2017 Clean Air Plan. April 19.
In summary, the proposed project would not conflict with any applicable measures under the 2017 Clean Air Plan after implementing COA AIR-1; therefore, the proposed project would be consistent with Criterion 2.
Criterion 3
The proposed project would not preclude extension of a transit line or bike path, propose excessive parking beyond parking requirements, or otherwise create an impediment or disruption to implementation of any AQP control measures. As shown in Table 3 above, the proposed project would incorporate several AQP control measures as project design features, such as utilizing asphalt compliant with BAAQMD regulations, conforming with energy efficiency standards contained in the 2022 CBC, and installing landscaping across the project site. Considering this information, the proposed project would not disrupt or hinder the implementation of any AQP control measures. The proposed project is therefore consistent with Criterion 3.
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Summary
As discussed above, the proposed project would be consistent with all three criteria after incorporating COA AIR-1. Thus, the proposed project would not conflict with the 2017 Clean Air Plan. Therefore, impacts associated with conflicting with or obstructing the 2017 Clean Air Plan would be less than significant.
Impact AIR-2: Would the project result in a cumulatively considerable net increase of any criteria pollutant for which the project region is nonattainment under an applicable federal or State ambient air quality standard (including releasing emissions, which exceed quantitative thresholds for ozone precursors)?
Less than significant. This impact is related to the cumulative effect of a project’s criteria pollutant emissions. By its nature, air pollution is largely a cumulative impact resulting from emissions generated over a large geographic region. The nonattainment status of regional pollutants results from past and present development within the Air Basin, and this regional impact is a cumulative impact. Therefore, new development projects (such as the proposed project) within the Air Basin would contribute to thisimpact only on a cumulative basis. No single project would be sufficient in size, by itself, to result in nonattainment of regional air quality standards. Instead, a project’s emissions may be individually limited but cumulatively considerable when evaluated in combination with past, present, and future development projects.
Potential regional impacts could result in exceedances of State or federal standards for NOX, particulate matter (PM10 and PM2.5), or CO. NOX emissions are of concern because of potential health impacts from exposure to NOX emissions during both construction and operation and as a precursor in the formation of airborne ozone. PM10 and PM2.5 are of concern during construction because of the potential to emit exhaust emissions from the operation of off-road construction equipment and fugitive dust during earthdisturbing activities. CO emissions are of concern during project operation because operational CO hotspots are related to increases in on-road vehicle congestion and resulting health effects.
ROG emissions are also important because of their participation in the formation of ground level ozone.
Ozone is a respiratory irritant and an oxidant that increases susceptibility to respiratory infections and that can cause substantial damage to vegetation and other materials. Elevated ozone concentrations result in reduced lung function, particularly during vigorous physical activity. This health problem is particularly acute in sensitive receptors such as the sick, elderly, and young children.
The cumulative analysis focuses on whether a specific project would result in cumulatively considerable emissions. According to Section 15064(h)(4) of the CEQA Guidelines, the existence of significant cumulative impacts caused by other projects alone does not constitute substantial evidence that the project’s incremental effects would be cumulatively considerable. Rather, the determination of cumulative air quality impacts for construction and operational emissions is based on whether the proposed project would result in emissions that exceed the BAAQMD thresholds of significance for construction and operations on a project level. The thresholds of significance represent the allowable emissions each project can generate without generating a cumulatively considerable contribution to regional air quality impacts. Therefore, a project that would not exceed the BAAQMD thresholds of Ryan Marshall
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significance on the project level also would not be considered to result in a cumulatively considerable contribution to these regional air quality impacts. Construction and operational emissions are discussed separately below.
Construction Emissions
During construction, fugitive dust would principally be generated from demolition, site grading, and other earthmoving activities. The majority of fugitive dust would remain localized and would be deposited near the project site; however, the potential for impacts from fugitive dust exists unless control measures are implemented to reduce the emissions from this source. Exhaust emissions would also be generated from the operation of the off-road construction equipment and on-road construction vehicles.
Construction Fugitive Dust
PM10/PM2.5 (fugitive dust) is recognized to impact local communities. Construction-related activities, such as soil disturbance, grading, and material hauling, can also result in fugitive dust emissions (e.g., PM2.5 and PM10). The BAAQMD does not have a numerical threshold for fugitive dust PM emissions.
Instead, the BAAQMD bases the determination of significance for fugitive dust on implementing effective control measures. In order for a project to have a less than significant criteria air pollutant impact related to construction-related fugitive dust emissions, it must implement all BAAQMD basic BMPs. Air pollution control measures shall be implemented during construction activities as outlined in COA AIR-1. In addition, the proposed project would comply with all applicable district rules, including Regulation 6, Rule 1 (General Requirements) and Regulation 6, Rule 6 (Prohibition of Trackout), which require dust generating operations to limit PM emissions. Therefore, short-term construction fugitive dust impacts would be less than significant.
Construction Air Pollutant Emissions: ROG, NOX, Exhaust PM10, and Exhaust PM2.5 California Emissions Estimator Model (CalEEMod) Version 2022.1 was used to estimate the proposed project’s construction emissions. CalEEMod provides a consistent platform for estimating construction and operational emissions from a wide variety of land use projects and is the model recommended by the BAAQMD for estimating project emissions. Estimated construction emissions are compared with the applicable thresholds of significance established by the BAAQMD to assess ROG, NOX, exhaust PM10, and exhaust PM2.5 construction emissions to determine significance for this criterion.
For the purpose of this analysis, construction of the proposed project is expected to begin in May 2025 and conclude in February 2026. Note that construction emissions would likely decrease if the construction schedule were deferred to later years because of improvements in technology and more stringent regulatory requirements. The duration of construction activity and associated equipment represents a reasonable approximation of the expected construction fleet as CEQA Guidelines require.
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Table 4: Preliminary Construction Schedule
Phase Phase Start Date Phase End Date
Working Days per
Week
Total Number of
Working Days
Demolition 5/12/2025 6/6/2025 5 20
Site Preparation 5/12/2025 6/6/2025 5 20
Grading 6/9/2025 6/27/2025 5 15
Building Construction 6/30/2025 1/6/2026 5 137
Paving 11/14/2025 12/30/2025 5 33
Architectural Coating 12/31/2025 2/13/2026 5 33
The calculations of pollutant emissions from the construction equipment account for the type of equipment, horsepower and load factors of the equipment, and the duration of equipment use. Average daily construction emissions are compared with the significance thresholds in Table 5.
Table 5: Construction Emissions
Parameter
Air Pollutants1 (tons/year)
Year ROG NOX
PM10
(Exhaust)
PM2.5
(Exhaust)
Project Construction
Demolition 2025 0.010 0.401 0.006 0.006
Site Preparation 2025 0.007 0.148 0.001 0.001
Grading 2025 0.007 0.160 0.002 0.002
Building Construction 2025 0.073 1.295 0.013 0.012
Building Construction 2026 0.002 0.042 0.000 0.000
Paving 2025 0.016 0.139 0.002 0.002
Architectural Coating 2025 0.037 0.000 0.00001 0.00001
Architectural Coating 2026 1.618 0.018 0.00048 0.00044
Total Emissions (tons/year) 1.77 2.20 0.024 0.023
Total Emissions (lbs) 3,538.5 4,405.6 48.3 46.8
Average Daily Emissions (lbs/day)1 17.69 22.03 0.24 0.23 Significance Threshold (lbs/day) 54 54 82 54
Exceeds Significance Threshold? No No No No
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Parameter
Air Pollutants1 (tons/year)
Year ROG NOX
PM10
(Exhaust)
PM2.5
(Exhaust)
Notes:
lbs = pounds
NOX = oxides of nitrogen
PM10 = particulate matter 10 microns in diameter
PM2.5 = particulate matter 2.5 microns in diameter
ROG = reactive organic gases
1 Totals may not add up due to rounding. Calculations use unrounded totals. 2 Average daily emissions equal total emissions divided by working days (200 workdays).
Source: CalEEMod Output (see Attachment A).
As indicated in Table 5, the construction emissions from all construction activities are below the recommended thresholds of significance; therefore, the proposed project's construction would have less than significant impact related to emissions of ROG, NOX, exhaust PM10, and exhaust PM2.5.
Operational Emissions
Operational Air Pollutant Emissions: ROG, NOX, PM10, and PM2.5 Emissions from the operation of the facility would be from area sources of emissions at the project site itself and from mobile sources (i.e., passenger cars and trucks) associated with the operation of the warehouse.
There are no direct energy related emissions from the facility since the facility would be all-electric and would not utilize natural gas. Furthermore, there are no sources of air pollutant related to the industrial operations inside of the warehouse since all of the material handling equipment is electric (e.g., battery electric forklifts and electric pallet jacks).
Area sources refer to volatile organic compound (VOC) emissions from use of consumer products by employees (cosmetics and personal care products) and also include emissions from cleaning products including detergents, cleaning compounds, polishes, floor finishes. Emissions from exhaust of any gasoline-fueled landscaping equipment also contribute to, and are included in, the area source emissions.
The warehouse operations would generate both employee and visitor passenger vehicle trips and truck trips which are mobile sources of both criteria pollutant and TAC emissions. On-site idling would generate small amounts of emissions at the site; however, regulations limit this idling to less than 5 minutes per occurrence and the on-site emissions will be minimal. Signs would be posted at the facility to facilitate compliance with the regulation. Signs also directing truck traffic into and out of the facility would ensure smooth traffic flow and avoid wasteful queueing and idling.
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The proposed project is estimated to generate 3,165 daily passenger vehicle trips and 142 daily truck trips.
10 The Air Quality Analysis and CalEEMod estimates are conservatively based on CalEEMod defaults for VMT trip length for passenger vehicles. For truck trips, the project applicant anticipates that the proposed warehouse would primarily serve the East Bay market with an average of 30–45 miles per truck trip. However, for the purpose of conservative analysis, truck trip VMT was calculated based on average trip length associated with distances from the project site to the far edges of the air basin. It is appropriate to stop the trip length calculation at the boundary of the air basin because activity beyond that boundary is generally unknown, could be speculative, and would occur in a different air basin (which could have different emissions standards). In order to derive an appropriate average truck trip length for the project, a review of the major travel routes from the project site to the edges of the air basin was conducted:
• Project site to southeastern edge (via U.S. Highway 101 (US-101): 55.5 miles • Project site to eastern edge (via I-580): 43.1 miles
• Project site to northeastern edge (via I-880 and I-80): 64 miles Given the proposed project would primarily serve the East Bay, a 40 percent weight was assigned to the southeastern and eastern distances and a 20 percent weight was assigned to the northeastern distance.
The resulting average truck trip length is 52.24 miles.
Operational emissions were also calculated using CalEEMod (Version 2022.1) and compared to the BAAQMD-recommended regional thresholds of significance. For detailed assumptions used to estimate emissions, see Attachment A. Table 6 presents the annual and average daily emissions generated during project operation.
Table 6: Operational Emissions
Emissions Source
Air Pollutants 1
ROG NOX PM10 (Total) PM2.5 (Total)
Annual Emissions
Mobile 1.26 6.01 4.86 1.31
Area 1.61 0.01 0.002 0.002
Energy – – – –
Stationary (Stand by generators) – – – –
Off-Road – – – –
Total (tons/year) 2.87 6.02 4.86 1.31
Significance Threshold (tons/year) 10 10 15 10
Exceeds Significance Threshold? No No No No
10 Kimley-Horn. 2023. Transportation Impact Study, 6750 Central Avenue Project. December.
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Emissions Source
Air Pollutants 1
ROG NOX PM10 (Total) PM2.5 (Total)
Daily Average Emissions
Total Emissions (pounds/year) 5,736 12,046 9,722 2,628
Average Daily Emissions (pounds/day)1 15.72 33.00 26.64 7.20 Significance Threshold (pounds/day) 54 54 82 54
Exceeds Significance Threshold? No No No No
Notes:
NOX = nitrous oxides
PM10 = particulate matter less than 10 microns or less in diameter PM2.5 = particulate matter less than 2.5 microns or less in diameter ROG = reactive organic gases
1 Calculated by dividing the total pounds of emissions by 365 days in a typical year.
Source: CalEEMod Output (see Attachment A).
As shown in Table 6 above, the proposed project would not result in operational air pollutants or precursor emissions that would exceed the BAAQMD’s thresholds of significance. Therefore, the ongoing, long-term project operations would not have the potential to generate a significant quantity of air pollutants.
Operational Carbon Monoxide Hotspot
The CO emissions from traffic generated by the proposed project are a concern at the local level because congested intersections can result in high, localized concentrations of CO (referred to as a CO hotspot).
The BAAQMD screening criteria11 were used to determine whether implementing the proposed project could result in local carbon monoxide emissions that exceed the thresholds of significance. If all the following screening criteria are met, operation of the proposed project would result in a less than significant impact related to carbon monoxide:
• The project is consistent with an applicable congestion management program established by the county congestion management agency for designated roads or highways, the RTP, and local congestion management agency plans.
• Project-generated traffic would not increase traffic volumes at affected intersections to more than 44,000 vehicles per hour.
• Project-generated traffic would not increase traffic volumes at affected intersections to more than 24,000 vehicles per hour where vertical and/or horizontal mixing is substantially limited (e.g., tunnel, parking garage, bridge underpass, natural or urban street canyon, below-grade roadway). 11 Bay Area Air Quality Management District (BAAQMD). 2022. CEQA Air Quality Guidelines. April. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/ceqa-guidelines-chapter-3- thresholds_final_v2-pdf.pdf?la=en. Accessed May 13, 2024.
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In accordance with SB 743, the project’s traffic study does not use delay-based metrics such as congestion to analyze project impacts. According to the traffic study, the proposed project would not conflict with a program, plan, ordinance, or policy of the circulation system, including transit, roadway, bicycle, and pedestrian facilities.
Based on the project-specific transportation analysis,
12 the existing plus project traffic volumes on these
local residential streets would not experience hourly traffic levels above 24,000 and 44,000 vehicles per hours cited in the BAAQMD criteria. Specifically, Figure 10 of the traffic study shows the existing plus project peak-hour turning volumes at 10 studied intersections. As shown in Figure 10, the intersection of Central Avenue and Cherry Street would experience the highest amount of peak-hour volume (3,241 AM peak-hour trips and 3,482 PM peak-hour trips). The peak-hours trip volume experienced at this intersection is significantly below the threshold levels of 24,000 and 44,000 vehicle per hour. Therefore, the proposed project would meet all the CO screening criteria and would result in a less than significant impact related to carbon monoxide.
In summary, the proposed project would not result in construction or operation impacts related to criteria pollutants. Impacts would be less than significant.
Impact AIR-3: Would the project expose sensitive receptors to substantial pollutant concentrations? Less than significant. The BAAQMD defines a sensitive receptor as the following: “Facilities or land uses that include members of the population that are particularly sensitive to the effects of air pollutants, such as children, the elderly, and people with illnesses. Examples include schools, hospitals, and residential areas.” In the BAAQMD 2022 CEQA Guidelines, sensitive receptors have been expanded to include off-site workers and students. As specified by the BAAQMD, health risk and hazard should be analyzed for sensitive receptors within a 1,000-foot radius of the project site.13 The closest existing sensitive receptors include the following:
• A residential treatment facility located at the southwest corner of Central Avenue and Cherry Street, approximately 750 feet away.
• Multi-family residences to northwest to the south of Cherry Street, 800 feet way. • Single-family residences north of Cherry Street, approximately 1,000 feet away.
The proposed project would result in a potentially significant impact on sensitive receptors if any of the following three following criteria are met:
• Criterion 1: Construction of the proposed project would exceed the BAAQMD health risk significance thresholds.
12 Kimley-Horn. 2023. 6750 Central Avenue Project Transportation Impact Study. December. 13 Bay Area Air Quality Management District (BAAQMD). 2022. CEQA Air Quality Guidelines. April. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/ceqa-guidelines-chapter-3- thresholds_final_v2-pdf.pdf?la=en. Accessed May 13, 2024.
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• Criterion 2: Operation of the proposed project would exceed the BAAQMD health risk significance thresholds.
• Criterion 3: The proposed project would locate new sensitive receptors (residents) that could be subject to existing sources of TACs at the project site which exceed the BAAQMD cumulative health risk significance thresholds.
Criterion 1: Project Construction Toxic Air Pollutants
An assessment was made of the potential health impacts on surrounding sensitive receptors resulting from TAC emissions during construction. The assessment is provided below, while Attachment A provides the detailed assumptions and modeling parameters.
DPM has been identified by the ARB as a carcinogenic substance. Major sources of DPM include off-road construction equipment and heavy-duty delivery and vendor trucks and worker activities. For purposes of this analysis, DPM is represented as exhaust emissions of PM10. PM2.5 concentrations were calculated using the PM2.5 emission rates for the maximum annual year for PM2.5 emissions, including fugitive dust from the site and roadway sources.
Estimation of Construction DPM and PM2.5 Emissions
Construction DPM exhaust emissions were estimated using CalEEMod, Version 2022.1, as described under Impact AIR-2. Construction was assumed to begin in May 2025 and conclude in February 2026.
Project construction emissions were assumed to be distributed over the project site with a working schedule of 8 hours per day, 5 days per week.
Table 7 summarizes the emission rates of DPM and PM2.5 emissions during construction of the proposed project with the use of Tier 4 construction equipment (PDF AIR-3), as discussed in the Project Description). Construction of the project utilizing Tier 4 (Tier 4 Interim or Final) Off-Road Engines would result in cancer health impacts shown in Table 7. Tier 4 equipment was phased in between 2006–2008, is widely available and is estimated to represent over 75 percent of the Statewide construction fleet by 2025.14
Table 7: Project DPM and PM2.5 Construction Emissions
Source DPM Exhaust
PM2.5 Dust, Brake and Tire
Wear PM2.5 Total
Construction Site 36.3 157.1 191.8
Roadways 12.0 87.7 99.7
TOTAL 48.3 244.8 291.6
14 California Air Resources Board (ARB). 2024. ARB Off-Road Tool, Baseline Scenario Population for Construction Equipment by Tier. Website:
https://arb.ca.gov/emfac/offroad/meta/off-road. Accessed April 3, 2024.
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Source DPM Exhaust
PM2.5 Dust, Brake and Tire
Wear PM2.5 Total
Notes:
DPM = diesel particulate matter (DPM is defined as PM10 exhaust less than 10 microns in diameter). DPM is 95% PM2.5 for offroad construction exhaust and 100 percent for on-road mobile diesel exhaust and is conservatively modeled as PM2.5 for the PM2.5 analysis.
PM2.5 = particulate matter less than 2.5 microns in diameter Emissions occur over the project construction period of 200 workdays and 1,600 working hours.
Emissions Source: Attachment A.
Estimation of DPM and PM2.5 Concentrations
To assess health impacts to off-site sensitive receptors, the American Meteorological Society/EPA Regulatory Model (AERMOD) air dispersion model was used to simulate the dispersal of the emissions from the DPM and PM2.5 project emissions and to estimate the concentrations of these pollutants at sensitive receptors within 1,000 feet of the project site.
The dispersion modeling incorporated release characteristics of the sources and accounted for terrain influence at receptors by using base elevations from United States Geological Survey (USGS) digital elevation models. Meteorological data provided by BAAQMD from the Hayward Executive Airport meteorological station from 2013–2017 was used to model the local wind patterns that would influence the dispersion of TACs from the project site and haul road emissions. The Hayward meteorological site is 11 miles to the northwest of the site, also in the San Francisco East Bay region. The prevailing wind is predominantly from the west-northwest.
Health Risk Assessment (HRA) outputs in Attachment A include local maps showing the project site, locations of sources modeled, and identification of sensitive receptors within 1,000 feet of the site.
AERMOD dispersion model reports are also included.
Estimation of Cancer Risks
Cancer risks are estimated as the upper-bound incremental probability that an individual will develop cancer as a direct result of exposure to potential carcinogens over a specified exposure duration. The cancer risk attributed to a chemical is calculated by multiplying the chemical intake or dose at the human exchange boundaries (e.g., lungs) by the chemical-specific cancer potency factor. The inhalation dose is determined by factors such as the concentration of the pollutant in the air, an individual’s breathing rate, and the amount of time they inhale the contaminated air.
A risk level of 10 in a million implies a likelihood (or risk) that up to 10 persons, out of one million equally exposed people, would contract cancer if exposed continuously (24 hours per day) to the levels of TACs over a specified duration of time. This risk would be an excess cancer risk that is in addition to any environmental cancer risk borne by a person not exposed to these air toxics. It should be noted that the risk of cancer described here is an increased probability of contracting cancer during a lifetime as a result of exposure to toxics from a project. It does not represent an actual incidence of cancer in an exposed population, nor does it equate to deaths from cancer because not every cancer case results in death.
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The BAAQMD 2022 CEQA Air Quality Guidelines15 provides detailed guidance on estimating cancer risks resulting from exposure to TACs. The methodology used for this HRA is consistent with the BAAQMD Guidance which follows the Cal/EPA Office of Environmental Health Hazard Assessment (OEHHA) guidance.
16 Health impacts are calculated by age groups representing the third trimester to birth, infant, child, and adult age groups. OEHHA developed age sensitivity factors (ASFs) which account for the increased sensitivity to carcinogens during early-in-life exposures are applied to the different age groups.
An ASF of 10 is used to multiply the risks for the third trimester and infants less than age 2, an ASF of 3 is applied for ages 2 to 16 years, and an ASF of 1 for ages 16 and older. The estimated risk for each age group is summed to estimate the potential cancer risk for the exposure duration of interest.
See Attachment A for discussion of the exposure parameters used in the HRA that determine the inhalation dose and health risks from the project. The HRA follows BAAQMD and OEHHA guidance and represents a conservative estimate of exposure and health risk.
Estimation of Non-Cancer Chronic Hazards
Adverse health effects are evaluated by comparing the annual receptor concentration of each chemical compound with the appropriate reference exposure limit. Available reference exposure limits promulgated by the OEHHA and contained within the ARB Hot Spots Analysis and Reporting Program (HARP) Version 2 (or HARP2) were utilized in the assessment.
Risk characterization for non-cancer health hazards from TACs is expressed as a hazard index (HI). An HI is a ratio of the predicted concentration of the proposed project’s emissions to a concentration considered acceptable to public health professionals, termed the reference exposure limit. The HI assumes that chronic sub-threshold exposures adversely affect a specific organ or organ system (toxicological endpoint). For each discrete chemical exposure, target organs presented in regulatory guidance were used. Each chemical concentration or dose is divided by the appropriate toxicity reference exposure level to calculate the HI. For compounds affecting the same toxicological endpoint, this ratio is summed up. Where the total equals or exceeds 1, a health hazard is presumed to exist. For purposes of this assessment, the TAC of concern is DPM, for which the OEHHA has defined a reference exposure limit of 5 micrograms per cubic meter (µg/m3
). The principal toxicological endpoint assumed in
this assessment is the respiratory system via inhalation as a route.
An HI of 1.0 is the target threshold for assessing non-cancer hazards by project, although a value greater than 1.0 does not necessarily correlate to a statistical probability of harm. 15 Bay Area Air Quality Management District (BAAQMD). 2022. California Environmental Quality Act – Air Quality Guidelines Appendix E:
Recommended Methods for Screening and Modeling Local Risks and Hazards. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/appendix-e-recommended-methods-forscreening-and-modeling-local-risks-and-hazards_final-pdf.pdf?rev=b8917a27345a4a629fc18fc8650951e4&sc_lang=en. Accessed May 15, 2024. 16 Office of Environmental Health Hazard Assessment (OEHHA). 2015. The Air Toxics Hot Spots Program Guidance Manual for Preparation of Health Risk Assessments. Website: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf. Accessed May 15, 2024.
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Nearby Sensitive Receptors and Modeling Tools Used
Consistent with BAAQMD Guidance, cancer and chronic non-cancer health risks were calculated for off-site residents and workers within 1,000 feet of the project site. There are no schools within 1,000 feet of the site. The surrounding area nearby the project site is entirely industrial and the closest residential areas are 750 feet to the north of the site, along Cherry Street.
This HRA utilizes Tier 2 (user-specified, non-default) HRA procedures utilizing HARP2. HARP2 is the recommended model by BAAQMD for calculating and presenting HRA results because it follows the risk assessment guidance methodology and is consistent with the Air District’s Regulation 2-5.
The HARP Risk Assessment Stand-alone Tool (HARP-RAST) was used since the DPM air concentrations were calculated directly in AERMOD dispersion model. HARP-RAST allows the user to estimate the singleor multi-pathway health impacts at multiple receptor locations from one or more pollutants released from one or more emission points. Both carcinogenic and non-carcinogenic impacts may be evaluated.
Project Construction HRA Summary
As discussed above, the sensitive receptors near the project site includes residents and off-site workers.
Of the nearby sensitive receptors, AERMOD dispersion modeling of construction emissions shows that the maximally exposed individual resident (MEIR) is a residence located on Manzanita Street approximately 1,750 feet away and the maximally exposed individual worker (MEIW) is located in industrial uses immediately east of the project site. Table 8 summarizes the cancer risk and chronic HI results for the proposed project construction at the MEIR and MEIW locations.
It is notable that the MEIR is outside of the 1,000 feet zone of potential impact since all the residential receptors in this zone are immediately upwind from the site and are not significantly influenced by the site emissions. The dispersion modeling and HRA analysis extended the zone of impact for residences in the downwind direction to capture this maximum impact. Detailed summaries of the HRA results and maps of the MEIR and MEIW locations are included with supporting information in Attachment A.
Table 8 shows that the construction DPM and PM2.5 emissions generated by the proposed project would not result in an exceedance of BAAQMD cancer risk and chronic non-cancer HI thresholds at any location. Therefore, project construction would not result in significant health impacts to nearby sensitive receptors.
Table 8: Estimated Cancer Risks and Chronic Non-Cancer Hazards Cancer Risk Scenario1
Average DPM
(µg/m3)
DPM Cancer Risk
(risk per million)
DPM Chronic
Non-Cancer
Hazard Index
Annual PM2.5
(µg/m3)
Maximum Exposed Individual Resident2 0.0124 0.1187 0.00025 0.0360 Maximum Exposed Individual Worker 0.02928 0.2351 0.006 0.2151 Thresholds of Significance 10 1 0.3
Exceeds Individual Source Threshold? No No No
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Cancer Risk Scenario1
Average DPM
(µg/m3)
DPM Cancer Risk
(risk per million)
DPM Chronic
Non-Cancer
Hazard Index
Annual PM2.5
(µg/m3)
Notes:
µg/m3 = micrograms per cubic meter
MEIR = Maximally Exposed Individual Resident
MEIW = Maximally Exposed Individual Worker
DPM = Diesel Particulate Matter based in PM10
Exhaust= particulate matter less than 10 microns in diameter PM2.5 = particulate matter less than 2.5 microns in diameter (includes PM2.5 exhaust, dust, brake wear and tire wear) 1 The proposed project construction cancer risk and chronic non-cancer hazard estimates shown here are based on a construction fleet with Tier 4 engines for equipment with engines of 25 horsepower or higher, consistent with PDF AIR-3. 2 The maximum impact for residential was determined as a location on Manzanita Street 1,750 feet to the northwest of the project site at 586634.18 Easting 4153672.54 Northing. 3 The maximum impact for off-site workers is immediately to the east of the project site at 586070.57 Easting 4153576.44 Northing approximately 30 feet from the project site boundary.
Emissions Source: Attachment A.
Thresholds Source: Bay Area Air Quality Management District (BAAQMD). 2022. CEQA Air Quality Guidelines. April. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/ceqa-guidelines-chapter-3- thresholds_final_v2-pdf.pdf?la=en. Accessed March 25, 2024.
Criterion 2: Project-Specific Operational Toxic Air Pollutants For project operation, potential TAC emissions would be from the exhaust of the trucks entering, exiting, and idling on the site. Diesel exhaust particulate emissions from on-road heavy-duty trucks are substantially less than those from off-road construction equipment and are dispersed over a larger linear roadway path. Projects with the potential for health risk from DPM are those with high level of truck traffic, or sites where trucks with TRUs (small diesel engines used to run refrigeration devices on trucks) idle for a significant amount of time. The ARB’s Air Quality and Land Use Handbook provides guidance on levels of activity that could result in a potential impact:17 Avoid siting new sensitive land uses within 1,000 feet of a distribution center (that accommodates more than 100 trucks per day, more than 40 trucks with operating Transport Refrigeration Units (TRUs) per day, or where TRU unit operations exceed 300 hours per week).
The traffic analysis estimates the daily heavy heavy-duty (HHD) truck trips accessing the project site would be 142 trips,18 which is approximately 71 HHD trucks per day and below the 100-truck advisory threshold in the Air Quality and Land Use Handbook; therefore, an operational HRA is not necessary and is not analyzed in this study. Since the facility does not involve cold storage, the 71 truck visits (142 trips) would not involve any operating TRU units, which as described above contribute additional DPM.
Consistent with PDF AIR-1, the proposed project is designed and limited to dry storage only.
Furthermore, the nearest residences are located 750 feet away, and emission dispersion modeling shows 17 California Air Resource Board (ARB). Air Quality and Land Use Handbook: A Community Health Perspective. 2005. Website:
http://www.aqmd.gov/docs/default-source/ceqa/handbook/california-air-resources-board-air-quality-and-land-use-handbook-acommunity-health-perspective.pdf. Accessed May 15, 2024. 18 Kimley-Horn. 2023. 6750 Central Avenue Project Transportation Impact Study. December.
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that due to wind directions the maximum impacted residential receptors are over 1,700 feet away.
Therefore, risks due to DPM from this level of truck traffic would be less than significant.
Thus, the proposed project would not generate a significant amount of DPM or other TAC emissions during operation and would not result in significant health impacts to nearby sensitive receptors during operation.
Criterion 3: Cumulative Health Risk Assessment
The proposed project is an industrial project and would not site new sensitive receptors (residents) that could be subject to existing sources of TACs at the project site which exceed the BAAQMD cumulative health risk significance thresholds.
With respect to existing sensitive receptors within 1,000 feet, the contribution from project construction to the localized risks and hazards are less than the BAAQMD thresholds; the project's contribution to a significant cumulative impact can be rendered less than cumulatively considerable. Impacts would be less than significant.
Criterion 4: CO Hotspot
As discussed under Impact AIR-2, project operational CO hotspot impact would be less than significant.
In summary, the proposed project would not expose sensitive receptors to substantial pollutant concentrations during construction and operation. Impacts would be less than significant.
Impact AIR-4: Would the project result in other emissions (such as those leading to odors or) adversely affecting a substantial number of people?
Less than significant. The ability to detect odors varies considerably among the populations and is subjective. The BAAQMD does not have a recommended odor threshold for construction activities.
However, the BAAQMD recommends operational screening criteria based on the distance between receptors and types of sources known to generate odors.
Project construction would generate diesel exhaust and ROGs; however, these emissions would disperse rapidly from the project site and therefore would not create significant odors affecting a substantial number of people. As such, construction odor impacts would be less than significant.
Land uses typically associated with objectionable odors include wastewater treatments plants, compost facilities, landfills, solid waste transfer stations, fiberglass manufacturing facilities, paint/coating operations (e.g., auto body shops), dairy farms, petroleum refineries, asphalt batch plants, chemical manufacturing, and food manufacturing facilities, as shown in Table 5-4, Odor Screening Distances, in Chapter 5 Project-level Air Quality Impacts, 2022 BAAQMD CEQA Guidelines. 19 The proposed project
would involve the construction of a warehouse. The operation of this type of project would likely not 19 Bay Area Air Quality Management District (BAAQMD). 2022. BAAQMD CEQA Guidelines, Chapter 5 Project-level Air Quality Impacts, Table 5-4, Odor Screening Distances.
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generate objectionable odors that may affect a substantial number of nearby receptors. Minor sources of odors that would be generated by the proposed project, such as exhaust from mobile sources, are not typically associated with numerous odor complaints but are known to have temporary and less concentrated odors. The nearest sensitive receptor is approximately 750 feet from the project site and in an upwind direction. Because of distance from this sensitive receptor, operation of the proposed project would not have an impact related to odors. Therefore, operational odor impacts would be less than significant.
Condition of Approval
COA AIR-1 Implement BAAQMD Best Management Practices to Control Dust During Construction The following dust control measures, as recommended by the Bay Area Air Quality Management District (BAAQMD), shall be included in the design of the proposed project and implemented during construction:
• All exposed non-paved surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and access roads) shall be watered at least two times per day and/or non-toxic soil stabilizers shall be applied to exposed non-paved surfaces. • All haul trucks transporting soil, sand, or other loose material off-site shall be covered and/or shall maintain at least 2 feet of freeboard.
• All visible mud or dirt tracked out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
• All vehicle speeds on unpaved roads shall be limited to 15 miles per hour. • All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
• Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes, as required by the California Airborne Toxics Control Measure (ATCM) Title 13, Section 2485 of California Code of Regulations. Clear signage regarding idling restrictions shall be provided for construction workers at all access points.
• All construction equipment shall be maintained and properly tuned in accordance with the manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. • The prime construction contractor shall post a publicly visible sign with the telephone number and person to contact regarding dust complaints. The construction contractor shall take corrective action within 48 hours. The BAAQMD’s and the City’s phone numbers shall also be visible to ensure compliance with applicable regulations.
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GREENHOUSE GAS EMISSIONS IMPACT ANALYSIS
According to CEQA Guidelines Appendix G, to determine whether impacts related to GHG emissions are significant environmental effects, the following questions are analyzed and evaluated.
In developing its 2022 GHG significance thresholds, BAAQMD analyzed what new land use development projects will require to achieve California’s long-term climate goal of carbon neutrality by 2045, thereby better representing what design elements new land use development projects need to incorporate to sufficiently contribute to achieving the State’s goal. As GHG emissions from the land use sector come primarily from building energy use and from transportation, these are the areas that need to be evaluated to determine whether the project can or will be carbon neutral. Because BAAQMD’s 2022 GHG significance thresholds are developed to be consistent with State climate goals, if a project incorporates all required design elements and therefore results in a less than significant impact under BAAQMD’s GHG thresholds, it follows that the project would also be consistent with State and local policies for GHG emission reduction. Conversely, a project that does not include all design elements required under the BAAQMD GHG significance threshold would not be consistent with the State’s climate goals, thereby resulting in a significant GHG impact. Accordingly, the analysis below addresses both GHG Impact a) and GHG Impact b).
Would the project:
a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment?
or
b) Would the project conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of greenhouse gases?
Less than significant. Both construction and operational activities have the potential to generate GHG emissions. The proposed project would generate GHG emissions during temporary (short-term) construction activities, such as site grading, operation of construction equipment, operation of on-site heavy-duty construction vehicles, hauling of materials to and from the project site, asphalt paving, and construction worker vehicle trips. Construction activities would vary over the duration of project construction.
Long-term operational GHG emissions would result from project-generated vehicular traffic, operation of any landscaping equipment, natural gas combustion for space and water heating and off-site generation of electrical power over the life of the proposed project, the energy required to convey water to and wastewater from the project site, the emissions associated with the hauling and disposal of solid waste from the project site, and any fugitive refrigerants from air conditioning or refrigerators.
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Global climate change is not confined to a particular project area and is generally accepted as the consequence of global industrialization over the last 200 years. A typical project, even a very large one, does not generate enough GHG emissions on its own to influence global climate change significantly; hence, the issue of global climate change is, by definition, a cumulative environmental impact.
Therefore, this section measures the proposed project’s incremental contribution to the cumulative environmental impact. The following is a discussion of the proposed project’s contribution to GHG emissions during both the construction and operation phases. The proposed project is analyzed against BAAQMD’s qualitative thresholds; therefore, the proposed project’s GHG emissions quantified below are for informational purposes only.
Project Emissions (for Informational Purposes)
Construction Emissions
At the time of this analysis, the construction of the proposed project was anticipated to begin in May 2025 and end in February 2026. The proposed project’s construction emissions are presented in Table 9.
As vehicle and equipment fuel efficiencies and emission control standards continue to incrementally improve with each year, project construction emissions are likely to decrease nominally from what is shown in Table 9 should the construction schedule move to later years. Therefore, the construction GHG emissions contained in Table 9 represent a conservative assessment of project construction emissions.
CalEEMod outputs which detail the GHG emissions during each construction phase are provided in Attachment A. The proposed project would generate approximately 849 metric tons of carbon dioxide equivalents (MT CO2e) during construction.
Table 9: Proposed Project Construction GHG Emissions
Construction Year Total MT CO2e per year (approx.)
2025 830
2026 19
Entire Construction Duration (2025-2026)
Total 849
Amortized over 30 years 28
Notes:
Because of rounding, total MT CO2e may be marginally different from California Emissions Estimator Model (CalEEMod) output.
MT CO2e = metric tons of carbon dioxide equivalents
Source: Attachment A
Operation Emissions
Operational or long-term emissions occur over the life of the project. Project operations were modeled for the 2026 operational year, immediately following the completion of construction. Sources for operational emissions are summarized below. Sources for operational GHG emissions include:
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• Motor Vehicles: These emissions refer to GHG emissions contained in the exhaust from the cars and trucks that would travel to and from the project site. • Area Sources: These emissions refer to those produced during activities such as landscape maintenance.
• Energy–Electricity: These emissions refer to those generated by off-site power plants to supply electricity required for the project.
• Water Transport: These emissions refer to those generated by the electricity required to transport and treat the water to be used on the project site.
• Waste: These emissions refer to the GHG emissions produced by decomposing waste generated by the project.
Table 10 presents the estimated annual GHG emissions from the proposed project’s operational activities. As shown in Table 10, the proposed project would generate approximately 7,775 MT CO2e per year after the inclusion of 28 MT CO2e per year from project construction. CalEEMod outputs which detail the GHG emissions during operation are provided in Attachment A.
Table 10: Operational Greenhouse Gas Emissions
GHG Emissions Source GHG Emissions (MT CO2e per year)
Mobile 7447.77
Area 4.62
Energy–Electricity 90.88
Energy–Natural Gas1 0
Water 111.43
Waste 92.55
Stationary –
Off-Road –
Amortized Construction Emissions 28
Total Annual Project Emissions 7775.25
Notes:
MT CO2e = metric tons carbon dioxide equivalent 1 The proposed project would be all electric and would not include natural gas use.
Totals were summed using unrounded numbers and may not appear to sum exactly due to rounding.
Source: Attachment A.
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Best Management Practices for Warehouses
The proposed project would adopt key design and operational practices as set forth in the California Office of the Attorney Generals Guidance for Best Practices to comply with CEQA. 20 In addition to
adopting an all-electric building design, the facility would commit to investment in zero-emission infrastructure at the project-design stage; deploy zero-emission technologies; and incorporate contractual language requiring tenants to utilize zero-emission technologies to the maximum extent possible.
Design features and best management strategies to minimize and reduce GHG from the project include:
• Utilize zero-emission technologies to the maximum extent possible. • Design features and best management strategies to minimize and reduce GHG from the project include:
- Provisions for all ZEV material-handling equipment (e.g., forklifts and pallet jacks). - Restrictions to dry storage.
- Use of compliant low GWP refrigerants.
- Rooftop solar photovoltaic system with battery storage (Title 24 Part 6 Section 140.10(a)). - Heat pump for space conditioning in single-zoned office spaces (Title 24 Part 6 Section 140.4(a).2.).
- Electrical infrastructure to support ZEV material-handling equipment. - Electrical infrastructure ready to support future ZEV MHDT and HHDT. (California Building Standards Code [CBC] 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouses with planned off-street loading spaces).
- Water efficient landscaping.
- Low-flow water fixtures.
- Energy efficient LED lighting.
Project Impacts
Construction
BAAQMD does not have thresholds of significance for construction-related GHG emissions. GHG emissions from construction activities are one-time, short-term emissions and therefore would not significantly contribute to long-term cumulative GHG emissions impacts of the proposed project.
Therefore, construction emissions would be less than significant.
Operation
As previously discussed, the BAAQMD’s proposed 2022 GHG significance thresholds represent a method for determining whether the proposed project would be cumulatively considerable or whether the 20 California Office of the Attorney General. 2022. Warehouse Projects: Best Practices and Mitigation Measures to Comply with the California Environmental Quality Act. Website: https://oag.ca.gov/system/files/media/warehouse-best-practices.pdf. Accessed May 15, 2024.
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proposed project contributes to solving the cumulative problem of climate change, taking into consideration the State’s long-term climate goal of carbon neutrality by 2045.
If a project is designed and built to incorporate the design elements from Criteria “A”, then it will contribute its portion of what is necessary to achieve California’s long-term climate goals—its “fair share”—and an agency reviewing the project under CEQA can conclude that the project will not make a cumulatively considerable contribution to global climate change.
The County does not have a qualified GHG reduction strategy that meets the criteria under State CEQA Guidelines Section 15183.5(b). Therefore, the proposed project is analyzed against Criteria A to assess its GHG impacts. The substantial evidence behind how incorporation of these design features would achieve the project’s fair share contribution towards the State’s 2045 net zero carbon goal is provided in BAAQMD’s Thresholds of Significance Justification Report.
All-electric design: Per PDF AIR-2, the proposed project would be an all-electric design and would therefore comply with this requirement.
Energy efficiency: As demonstrated in Energy analysis below, the proposed project would not result in any wasteful, inefficient, or unnecessary energy usage; therefore, the proposed project is consistent with this design element.
VMT impact: As detailed in the project-specific transportation study, employees of the proposed project would be expected to generate 14.02 VMT per capita daily, which is less than the target VMT threshold of 14.6 VMT per capita. Therefore, the proposed project’s VMT impact is less than significant and is consistent with the third design element.
Tier 2 EV Charging Infrastructure: The last design element relates to implementation of CALGreen Tier 2 level of EV charging infrastructure, which is beyond the mandatory CALGreen requirement of EV charging spaces. The City’s General Plan Action CS-5.G supports the development of additional electric vehicle charging stations and other infrastructure which make electric vehicles more viable in Newark. In accordance with BAAQMD CEQA Guidelines, and to implement Action CS-5.G, the project applicant would provide additional EV charging infrastructure by demonstrating that proposed parking areas for automobiles and trucks are designed and will be built to accommodate EV charging stations equal to Tier 2 of the California Green Building Standards Code (COA GHG-1). Therefore, the proposed project would exceed the Tier 2 EV charging criterion and would be consistent with this design element.
In summary, the proposed project would satisfy all four design elements as outlined in the BAAQMD GHG threshold Criterion A. The proposed project potential GHG impacts would be less than significant.
Condition of Approval
COA GHG-1 Prior to issuance of any building permits, the project applicant shall demonstrate to the satisfaction of the City (e.g., show on-site plans) that the proposed parking areas for passenger automobiles and trucks are designed and will be built to accommodate electric vehicle (EV) charging stations. At a minimum, the parking shall be designed to Ryan Marshall
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accommodate EV charging stations equal to the Tier 2 Nonresidential Voluntary Measures of the California Green Building Standards Code, Section A5.106.5.3.2.
ENERGY IMPACT ANALYSIS
According to CEQA Guidelines Appendix G, to determine whether impacts related to energy are significant environmental effects, the following questions are analyzed and evaluated.
Would the project:
a) Result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation? or
b) Conflict with or obstruct a State or local plan for renewable energy or energy efficiency? Less than significant.
Construction
The construction of the proposed project would result in energy expenditures from diesel and gasoline utilized to fuel off-road construction equipment and construction vehicles traveling to and from the project site. Off-road construction equipment would consume an estimated 45,178 gallons of diesel.
Vehicles used by workers, vendors, and haul trucks would consume an estimated 41,035 gallons of diesel and gasoline combined. Detailed energy calculations for construction are included in Attachment A.
Construction practices would comply with all local and State regulatory requirements related to equipment age, operation, and design. Adherence with BAAQMD Basic Construction Best Practices (COA AIR-1) would ensure that idling time of trucks are limited to five minutes. Construction equipment would be maintained and tuned according to manufacturer specifications which would promote fuel efficiency.
Compliance with the ARB Regulation for In-use Off-road Diesel-fueled Fleets (Off-road Diesel Regulation) addresses unnecessary idling for off-road construction equipment, preventing the unnecessary or wasteful use of energy.
Operation
The BAAQMD GHG design elements of the proposed project would have the co-benefits of energy efficiency and reductions in fossil fuel consumption. The project would be designed to be all electric and would not include natural gas usage. The proposed project would include infrastructure for future solar arrays consistent with the requirements of the 2022 Building Efficiency Standards Code, which requires the solar photovoltaic system requirements for all new nonresidential buildings. In addition, all proposed indoor and outdoor lighting, including parking lot lighting, would be modern energy efficient lighting, as required under the CBC. Furthermore, in accordance with COA GHG-1, the proposed project applicant would be required to demonstrate that proposed parking areas for automobiles and trucks are designed Ryan Marshall
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and will be built to accommodate EV charging stations equal to Tier 2 of the California Green Building Standards Code. Therefore, the proposed project would exceed CALGreen’s Tier 2 EV charging criterion.
The project would consume an estimated 3,589,586 of electricity annually from warehouse and parking lot uses. Mobile source energy consumption for vehicle trips to the site are an estimated 792,975 gallons per year of fossil fuel combined and 291,309 kWh of electricity for electric vehicles.
The proposed project would be served with electricity provided by Ava Community Energy. Ava Community Energy offers 100 percent renewable energy, 49 percent renewable energy, or electricity from Pacific Gas and Electric Company (PG&E). Ava Community Energy would be required to meet the future objective of 60 percent of electricity from renewable energy sources by 2030 set by SB 350 and the 2017 Climate Change Scoping Plan Update.
The project would be compliant with all State and local regulations for renewable energy and energy efficiency. The project design will result in a decrease reliance on fossil fuels and increasing reliance on renewable energy sources and energy impacts from operation of the project would be less than significant.
CONCLUSION
Based on the project understanding described above, the proposed project’s impacts related to air quality would be maintained at less than significant levels with COA AIR-1 .
The proposed project’s impacts related to GHG would be maintained at less than significant levels with COA GHG-1.
The analysis also determined that the proposed project would not result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources during project construction or operation; nor would the proposed project conflict with or obstruct a State or local plan for renewable energy or energy efficiency.
Thank you for the opportunity to conduct an air quality and GHG emissions and energy impacts analysis.
Please feel free to contact Phil Ault (559.930.6191 or [email protected]) should you have any questions.
Sincerely,
Philip Ault, Director of Noise and Air Quality
FirstCarbon Solutions
2999 Oak Road, Suite 250
Walnut Creek, CA 94597
Attachment A: Air Quality Supporting Information and Modeling Results Attachment A:
Air Quality Supporting Information and Modeling Results Attachment A: Air Quality, Greenhouse Gas Emissions, and Energy Supporting Information
Table of Contents
CalEEMod Input Calculations................................................................................................... 1 CalEEMod Construction and Operations Emissions Report ...................................................... 3 HRA Inputs ............................................................................................................................ 40 AERMOD Model Supporting Information............................................................................... 44 HRA Exposure Parameters..................................................................................................... 82 HARP Model Outputs ............................................................................................................ 85 Construction Energy Calculations .........................................................................................106 Operational Energy Calculations...........................................................................................109 6756 Central Avenue Warehouse Project
Asphalt Paving Construction Trips Calculation
Paved area (sf) 373,229
Asphalt volume (cube feet) assume 6 inch pavement 186,615 Asphalt volume (cy) 6,912
Capacity per vendor truck (CY per truck) 16
Trips 431.98
Days in paving phase 33
One-way Vendor Trips per day 26
Attachment A 1
6756 Central Avenue Warehouse Project
All-Electric Measure Electricity Adjustment to Replace NG Usage CEC Electricity Demand Forecast Zone (EDFZ) 1
(per Unit) Total
Building Type / LandUse Amount Units kWHr/yr kWHr/yr
Unrefrigerated Warehouse No Rail 315.390 1,000 sqft 289 91147.71 3,159,618 3,250,766 User Defined Industrlal 315.390 User Defined Unit 0 0 0 0 Parking Lot 373.229 1,000 sqft 0 0 0 0
Calculational Method is from Measure E-15 of the CAPCOA Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity Emission Factors are From Data Tables E=15.2 from Appendix C of the Handbook References:
Additional Energy for Electricity
Caleemod Electricity
Usage
kWhr/yr
Electricity including
replacement of NG
Enduses
kWhr/yr
CAPCOA, 2021. Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity. Available at: Available at:
https://www.airquality.org/ClimateChange/Documents/Final%20Handbook_AB434.pdf.
CAPCOA. 2021. Appendix C : Emission Factors and Data Tables from Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity.. Available at:
https://www.caleemod.com/documents/handbook/appendices/appendix_c.pdf Attachment A 2
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 1 / 37
6756 Central Avenue Warehouse Project Custom Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
2. Emissions Summary
2.2. Construction Emissions by Year, Unmitigated
2.5. Operations Emissions by Sector, Unmitigated
3. Construction Emissions Details
3.1. Demolition (2025) - Unmitigated
3.3. Site Preparation (2025) - Unmitigated
3.5. Grading (2025) - Unmitigated
3.7. Building Construction (2025) - Unmitigated
3.9. Building Construction (2026) - Unmitigated
3.11. Paving (2025) - Unmitigated
3.13. Architectural Coating (2025) - Unmitigated
Attachment A 3
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 2 / 37
3.15. Architectural Coating (2026) - 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
4.3.1. Unmitigated
4.4. Water Emissions by Land Use
4.4.1. Unmitigated
4.5. Waste Emissions by Land Use
4.5.1. Unmitigated
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
5. Activity Data
5.1. Construction Schedule
Attachment A 4
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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
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
Attachment A 5
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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
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
8. User Changes to Default Data
Attachment A 6
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name 6756 Central Avenue Warehouse Project
Construction Start Date 5/12/2025
Operational Year 2026
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 4.20
Precipitation (days) 31.8
Location 6756 Central Ave, Newark, CA 94560, USA
County Alameda
City Newark
Air District Bay Area AQMD
Air Basin San Francisco Bay Area
TAZ 1612
EDFZ 1
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.22
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
Attachment A 7
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Unrefrigerated
Warehouse-No Rail
315 1000sqft 8.79 315,390 85,022 31,259 — Passenger Vehicles User Defined
Industrial
315 User Defined Unit 0.00 0.00 0.00 0.00 — Trucks
Parking Lot 373 1000sqft 8.57 0.00 0.00 0.00 — —
2. Emissions Summary
2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2025 2.89 1.68 54.0 58.6 0.23 0.73 32.7 33.4 0.71 8.48 9.19 — 31,544 31,544 1.55 3.72 51.2 32,741 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2025 1.54 104 28.1 45.5 0.08 0.29 1.79 2.08 0.28 0.44 0.72 — 9,662 9,662 0.39 0.43 0.27 9,800 2026 1.26 104 20.7 35.3 0.06 0.22 1.68 1.90 0.21 0.41 0.62 — 7,535 7,535 0.29 0.30 0.22 7,631 Average
Daily
— — — — — — — — — — — — — — — — — —
2025 0.66 0.82 11.7 18.0 0.04 0.13 2.50 2.63 0.12 0.66 0.79 — 4,908 4,908 0.21 0.33 2.67 5,015 2026 0.02 8.88 0.33 0.55 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 114 114 < 0.005 < 0.005 0.07 116 Annual — — — — — — — — — — — — — — — — — —
2025 0.12 0.15 2.14 3.28 0.01 0.02 0.46 0.48 0.02 0.12 0.14 — 813 813 0.03 0.06 0.44 830 2026 < 0.005 1.62 0.06 0.10 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 18.9 18.9 < 0.005 < 0.005 0.01 19.1
2.5. Operations Emissions by Sector, Unmitigated
Attachment A 8
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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 8.86 7.19 31.3 80.1 0.42 0.51 26.6 27.2 0.49 6.84 7.32 — 44,828 44,828 1.75 4.47 123 46,325 Area 2.44 9.96 0.12 13.7 < 0.005 0.02 — 0.02 0.02 — 0.02 — 56.4 56.4 < 0.005 < 0.005 — 56.6 Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 549 549 0.00 0.00 — 549 Water — — — — — — — — — — — 140 73.5 213 14.3 0.34 — 673 Waste — — — — — — — — — — — 160 0.00 160 16.0 0.00 — 559 Total 11.3 17.2 31.4 93.8 0.43 0.54 26.6 27.2 0.51 6.84 7.34 300 45,507 45,806 32.1 4.81 123 48,163 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 8.74 7.02 33.9 74.4 0.41 0.51 26.6 27.1 0.49 6.83 7.32 — 43,422 43,422 1.88 4.55 3.18 44,828 Area — 7.71 — — — — — — — — — — — — — — — —
Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 549 549 0.00 0.00 — 549 Water — — — — — — — — — — — 140 73.5 213 14.3 0.34 — 673 Waste — — — — — — — — — — — 160 0.00 160 16.0 0.00 — 559 Total 8.74 14.7 33.9 74.4 0.41 0.51 26.6 27.1 0.49 6.83 7.32 300 44,044 44,343 32.2 4.89 3.18 46,609 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 8.59 6.90 32.9 71.7 0.41 0.51 26.1 26.6 0.49 6.70 7.19 — 43,540 43,540 1.83 4.52 53.0 44,985 Area 1.20 8.82 0.06 6.76 < 0.005 0.01 — 0.01 0.01 — 0.01 — 27.8 27.8 < 0.005 < 0.005 — 27.9 Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 549 549 0.00 0.00 — 549 Water — — — — — — — — — — — 140 73.5 213 14.3 0.34 — 673 Waste — — — — — — — — — — — 160 0.00 160 16.0 0.00 — 559 Total 9.80 15.7 33.0 78.5 0.41 0.53 26.1 26.6 0.50 6.70 7.20 300 44,190 44,490 32.1 4.86 53.0 46,794 Annual — — — — — — — — — — — — — — — — — —
Attachment A 9
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Mobile 1.57 1.26 6.01 13.1 0.08 0.09 4.77 4.86 0.09 1.22 1.31 — 7,209 7,209 0.30 0.75 8.77 7,448 Area 0.22 1.61 0.01 1.23 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.61 4.61 < 0.005 < 0.005 — 4.62 Energy 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 90.9 90.9 0.00 0.00 — 90.9 Water — — — — — — — — — — — 23.1 12.2 35.3 2.37 0.06 — 111 Waste — — — — — — — — — — — 26.5 0.00 26.5 2.64 0.00 — 92.5 Total 1.79 2.87 6.02 14.3 0.08 0.10 4.77 4.86 0.09 1.22 1.31 49.6 7,316 7,366 5.32 0.80 8.77 7,747
3. Construction Emissions Details
3.1. Demolition (2025) - 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
0.41 0.41 11.9 18.2 0.03 0.20 — 0.20 0.19 — 0.19 — 3,425 3,425 0.14 0.03 — 3,437 Demolitio
n
— — — — — — 18.8 18.8 — 2.85 2.85 — — — — — — —
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
0.02 0.02 0.65 1.00 < 0.005 0.01 — 0.01 0.01 — 0.01 — 188 188 0.01 < 0.005 — 188 Demolitio
n
— — — — — — 1.03 1.03 — 0.16 0.16 — — — — — — —
Attachment A 10
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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 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.12 0.18 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 31.1 31.1 < 0.005 < 0.005 — 31.2 Demolitio
n
— — — — — — 0.19 0.19 — 0.03 0.03 — — — — — — —
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 0.05 0.05 0.03 0.58 0.00 0.00 0.12 0.12 0.00 0.03 0.03 — 130 130 < 0.005 < 0.005 0.52 132 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 1.72 0.51 27.2 10.9 0.15 0.43 5.96 6.38 0.43 1.63 2.06 — 22,542 22,542 1.19 3.63 50.1 23,705 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 6.65 6.65 < 0.005 < 0.005 0.01 6.75 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 0.09 0.03 1.55 0.60 0.01 0.02 0.32 0.34 0.02 0.09 0.11 — 1,235 1,235 0.07 0.20 1.19 1,298 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.10 1.10 < 0.005 < 0.005 < 0.005 1.12 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 0.02 < 0.005 0.28 0.11 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 205 205 0.01 0.03 0.20 215
3.3. Site Preparation (2025) - Unmitigated
Attachment A 11
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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
0.64 0.64 14.7 28.3 0.05 0.10 — 0.10 0.10 — 0.10 — 5,295 5,295 0.21 0.04 — 5,314 Dust
From
Material
Movement
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — — —
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
0.04 0.04 0.81 1.55 < 0.005 0.01 — 0.01 0.01 — 0.01 — 290 290 0.01 < 0.005 — 291 Dust
From
Material
Movement
— — — — — — 0.42 0.42 — 0.22 0.22 — — — — — — —
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 0.15 0.28 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 48.0 48.0 < 0.005 < 0.005 — 48.2 Dust
From
Material
Movement
— — — — — — 0.08 0.08 — 0.04 0.04 — — — — — — —
Attachment A 12
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Onsite 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 truck
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06 0.06 0.04 0.67 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 152 152 < 0.005 0.01 0.60 154 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 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 7.75 7.75 < 0.005 < 0.005 0.01 7.87 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 < 0.005 < 0.005 — 1.28 1.28 < 0.005 < 0.005 < 0.005 1.30 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
3.5. Grading (2025) - 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)
— — — — — — — — — — — — — — — — — —
Attachment A 13
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Off-Road 0.80 0.80 19.4 35.3 0.06 0.18 — 0.18 0.18 — 0.18 — 6,599 6,599 0.27 0.05 — 6,622 Equipment
Dust
From
Material
Movement
— — — — — — 3.60 3.60 — 1.43 1.43 — — — — — — —
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
0.03 0.03 0.80 1.45 < 0.005 0.01 — 0.01 0.01 — 0.01 — 271 271 0.01 < 0.005 — 272 Dust
From
Material
Movement
— — — — — — 0.15 0.15 — 0.06 0.06 — — — — — — —
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 0.15 0.27 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 44.9 44.9 < 0.005 < 0.005 — 45.1 Dust
From
Material
Movement
— — — — — — 0.03 0.03 — 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 0.07 0.07 0.04 0.77 0.00 0.00 0.17 0.17 0.00 0.04 0.04 — 173 173 < 0.005 0.01 0.69 176 Attachment A 14
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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 0.11 0.03 1.77 0.71 0.01 0.03 0.39 0.42 0.03 0.11 0.13 — 1,468 1,468 0.08 0.24 3.26 1,544 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 6.65 6.65 < 0.005 < 0.005 0.01 6.75 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 < 0.005 < 0.005 0.08 0.03 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 0.01 — 60.4 60.4 < 0.005 0.01 0.06 63.4 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.10 1.10 < 0.005 < 0.005 < 0.005 1.12 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 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 9.99 9.99 < 0.005 < 0.005 0.01 10.5
3.7. Building Construction (2025) - 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
0.63 0.63 17.5 28.6 0.05 0.17 — 0.17 0.17 — 0.17 — 4,795 4,795 0.19 0.04 — 4,812 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
0.63 0.63 17.5 28.6 0.05 0.17 — 0.17 0.17 — 0.17 — 4,795 4,795 0.19 0.04 — 4,812 Attachment A 15
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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 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment
0.23 0.23 6.33 10.4 0.02 0.06 — 0.06 0.06 — 0.06 — 1,736 1,736 0.07 0.01 — 1,742 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 0.04 1.15 1.89 < 0.005 0.01 — 0.01 0.01 — 0.01 — 287 287 0.01 < 0.005 — 288 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 0.46 0.45 0.29 5.09 0.00 0.00 1.10 1.10 0.00 0.26 0.26 — 1,147 1,147 0.02 0.04 4.55 1,165 Vendor 0.11 0.04 1.69 0.74 0.01 0.02 0.36 0.38 0.02 0.10 0.12 — 1,377 1,377 0.06 0.20 3.70 1,442 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 0.45 0.43 0.41 4.51 0.00 0.00 1.10 1.10 0.00 0.26 0.26 — 1,064 1,064 0.03 0.05 0.12 1,079 Vendor 0.10 0.04 1.78 0.76 0.01 0.02 0.36 0.38 0.02 0.10 0.12 — 1,378 1,378 0.06 0.20 0.10 1,439 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 0.16 0.16 0.13 1.58 0.00 0.00 0.39 0.39 0.00 0.09 0.09 — 388 388 0.01 0.02 0.71 394 Vendor 0.04 0.02 0.63 0.27 < 0.005 0.01 0.13 0.14 0.01 0.04 0.04 — 499 499 0.02 0.07 0.58 521 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 — Attachment A — — — — — — — — — — — — — — — — 16 — 6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 15 / 37
Worker 0.03 0.03 0.02 0.29 0.00 0.00 0.07 0.07 0.00 0.02 0.02 — 64.2 64.2 < 0.005 < 0.005 0.12 65.2 Vendor 0.01 < 0.005 0.12 0.05 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 82.6 82.6 < 0.005 0.01 0.10 86.3 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
3.9. Building Construction (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location 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
0.63 0.63 17.5 28.6 0.05 0.17 — 0.17 0.17 — 0.17 — 4,794 4,794 0.19 0.04 — 4,811 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 0.21 0.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 56.3 56.3 < 0.005 < 0.005 — 56.5 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 0.04 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 9.32 9.32 < 0.005 < 0.005 — 9.35 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 — — — — — — — — — — — — — — — — — —
Attachment A 17
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 16 / 37
Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.43 0.38 0.37 4.21 0.00 0.00 1.10 1.10 0.00 0.26 0.26 — 1,044 1,044 0.03 0.05 0.11 1,058 Vendor 0.10 0.04 1.71 0.73 0.01 0.02 0.36 0.38 0.02 0.10 0.12 — 1,355 1,355 0.06 0.20 0.09 1,416 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 0.01 0.01 0.00 < 0.005 < 0.005 — 12.3 12.3 < 0.005 < 0.005 0.02 12.5 Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 15.9 15.9 < 0.005 < 0.005 0.02 16.6 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 < 0.005 < 0.005 — 2.04 2.04 < 0.005 < 0.005 < 0.005 2.07 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 2.63 2.63 < 0.005 < 0.005 < 0.005 2.75 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. Paving (2025) - 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
0.23 0.23 7.21 10.6 0.01 0.09 — 0.09 0.08 — 0.08 — 1,511 1,511 0.06 0.01 — 1,517 Attachment A 18
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 17 / 37
Paving — 0.68 — — — — — — — — — — — — — — — —
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
0.02 0.02 0.65 0.96 < 0.005 0.01 — 0.01 0.01 — 0.01 — 137 137 0.01 < 0.005 — 137 Paving — 0.06 — — — — — — — — — — — — — — — —
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 0.12 0.17 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 22.6 22.6 < 0.005 < 0.005 — 22.7 Paving — 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)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05 0.05 0.05 0.51 0.00 0.00 0.12 0.12 0.00 0.03 0.03 — 120 120 < 0.005 0.01 0.01 122 Vendor 0.08 0.03 1.20 0.54 0.01 0.01 0.20 0.22 0.01 0.06 0.07 — 792 792 0.05 0.13 0.04 832 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 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 11.0 11.0 < 0.005 < 0.005 0.02 11.1 Vendor 0.01 < 0.005 0.11 0.05 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 0.01 — 71.6 71.6 < 0.005 0.01 0.07 75.2 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 — Attachment A — — — — — — — — — — — — — — — — 19 — 6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 18 / 37
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.82 1.82 < 0.005 < 0.005 < 0.005 1.84 Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 11.9 11.9 < 0.005 < 0.005 0.01 12.5 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
3.13. Architectural Coating (2025) - 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
0.02 0.02 1.07 0.96 < 0.005 0.03 — 0.03 0.03 — 0.03 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 103 — — — — — — — — — — — — — — — —
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
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.26 0.26 < 0.005 < 0.005 — 0.26 Architect
ural
Coatings
— 0.20 — — — — — — — — — — — — — — — —
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 — — — — — — — — — — — — — — — — — —
Attachment A 20
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Off-Road < 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 — 0.04 Equipment
Architect
ural
Coatings
— 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 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.09 0.09 0.08 0.90 0.00 0.00 0.22 0.22 0.00 0.05 0.05 — 213 213 0.01 0.01 0.02 216 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 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.42 0.42 < 0.005 < 0.005 < 0.005 0.43 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 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.07 0.07 < 0.005 < 0.005 < 0.005 0.07 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
3.15. Architectural Coating (2026) - 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 Attachment A 21
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Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment
0.02 0.02 1.07 0.96 < 0.005 0.03 — 0.03 0.03 — 0.03 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 103 — — — — — — — — — — — — — — — —
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
< 0.005 < 0.005 0.09 0.08 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 11.5 11.5 < 0.005 < 0.005 — 11.5 Architect
ural
Coatings
— 8.86 — — — — — — — — — — — — — — — —
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 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.90 1.90 < 0.005 < 0.005 — 1.91 Architect
ural
Coatings
— 1.62 — — — — — — — — — — — — — — — —
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)
— — — — — — — — — — — — — — — — — —
Attachment A 22
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.09 0.08 0.07 0.84 0.00 0.00 0.22 0.22 0.00 0.05 0.05 — 209 209 0.01 0.01 0.02 212 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 0.01 0.01 0.07 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 18.1 18.1 < 0.005 < 0.005 0.03 18.4 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 < 0.005 < 0.005 — 3.00 3.00 < 0.005 < 0.005 0.01 3.04 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)
— — — — — — — — — — — — — — — — — —
Attachment A 23
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Unrefrige 7.27 6.85 4.02 70.2 0.19 0.09 19.8 19.9 0.08 5.01 5.09— 19,686 19,686 0.55 0.47 68.0 19,907 rated
Warehou
se-No
Rail
User
Defined
Industrial
1.60 0.35 27.2 9.89 0.23 0.43 6.80 7.23 0.41 1.83 2.24— 25,142 25,142 1.21 4.00 54.8 26,418 Parking
Lot
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 Total 8.86 7.19 31.3 80.1 0.42 0.51 26.6 27.2 0.49 6.84 7.32— 44,828 44,828 1.75 4.47 123 46,325 Daily,
Winter
(Max)
——————————————————
Unrefrige rated
Warehou
se-No
Rail
7.16 6.68 5.16 64.5 0.18 0.09 19.8 19.9 0.08 5.01 5.09— 18,286 18,286 0.67 0.55 1.76 18,470 User
Defined
Industrial
1.58 0.34 28.7 9.89 0.23 0.43 6.79 7.22 0.41 1.83 2.23— 25,135 25,135 1.21 4.00 1.42 26,358 Parking
Lot
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 Total 8.74 7.02 33.9 74.4 0.41 0.51 26.6 27.1 0.49 6.83 7.32— 43,422 43,422 1.88 4.55 3.18 44,828 Annual——————————————————
Unrefrige rated
Warehou
se-No
Rail
1.28 1.20 0.86 11.3 0.03 0.02 3.55 3.56 0.01 0.89 0.91— 3,048 3,048 0.10 0.09 4.86 3,081 User
Defined
Industrial
0.29 0.06 5.15 1.80 0.04 0.08 1.22 1.30 0.07 0.33 0.40— 4,161 4,161 0.20 0.66 3.92 4,367 Parking
Lot
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 Attachment A 24
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Total 1.57 1.26 6.01 13.1 0.08 0.09 4.77 4.86 0.09 1.22 1.31 — 7,209 7,209 0.30 0.75 8.77 7,448
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)
— — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — — 499 499 0.00 0.00 — 499
User
Defined
Industrial
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 50.2 50.2 0.00 0.00 — 50.2
Total — — — — — — — — — — — — 549 549 0.00 0.00 — 549
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — — 499 499 0.00 0.00 — 499
User
Defined
Industrial
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 50.2 50.2 0.00 0.00 — 50.2
Attachment A 25
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Total — — — — — — — — — — — — 549 549 0.00 0.00 — 549
Annual — — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — — 82.6 82.6 0.00 0.00 — 82.6
User
Defined
Industrial
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 8.30 8.30 0.00 0.00 — 8.30
Total — — — — — — — — — — — — 90.9 90.9 0.00 0.00 — 90.9
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)
— — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
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 User
Defined
Industrial
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 Parking
Lot
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 Total 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 Attachment A 26
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Unrefrige
rated
Warehou
se-No
Rail
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 User
Defined
Industrial
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 Parking
Lot
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 Total 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 — — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
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 User
Defined
Industrial
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 Parking
Lot
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 Total 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
4.3. Area Emissions by Source
4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment A 27
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 26 / 37
Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Consum
er
Products
— 6.78 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.93 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt
2.44 2.25 0.12 13.7 < 0.005 0.02 — 0.02 0.02 — 0.02 — 56.4 56.4 < 0.005 < 0.005 — 56.6 Total 2.44 9.96 0.12 13.7 < 0.005 0.02 — 0.02 0.02 — 0.02 — 56.4 56.4 < 0.005 < 0.005 — 56.6 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 6.78 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.93 — — — — — — — — — — — — — — — —
Total — 7.71 — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Consum
er
Products
— 1.24 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.17 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt
0.22 0.20 0.01 1.23 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.61 4.61 < 0.005 < 0.005 — 4.62 Total 0.22
Attachment A
1.61 0.01 1.23 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.61 4.61 < 0.005 < 0.005 — 284.62 6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 27 / 37
4.4. Water Emissions by Land Use
4.4.1. 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)
— — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — 140 73.5 213 14.3 0.34 — 673
User
Defined
Industrial
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 140 73.5 213 14.3 0.34 — 673 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — 140 73.5 213 14.3 0.34 — 673
User
Defined
Industrial
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 140 73.5 213 14.3 0.34 — 673 Attachment A 29
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 28 / 37
Annual — — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — 23.1 12.2 35.3 2.37 0.06 — 111
User
Defined
Industrial
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 23.1 12.2 35.3 2.37 0.06 — 111
4.5. Waste Emissions by Land Use
4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — 160 0.00 160 16.0 0.00 — 559
User
Defined
Industrial
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 160 0.00 160 16.0 0.00 — 559 Attachment A 30
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 29 / 37
Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — 160 0.00 160 16.0 0.00 — 559
User
Defined
Industrial
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 160 0.00 160 16.0 0.00 — 559 Annual — — — — — — — — — — — — — — — — — —
Unrefrige
rated
Warehou
se-No
Rail
— — — — — — — — — — — 26.5 0.00 26.5 2.64 0.00 — 92.5
User
Defined
Industrial
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 26.5 0.00 26.5 2.64 0.00 — 92.5
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment A 31
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 30 / 37
Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
5. Activity Data
5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Demolition Demolition 5/12/2025 6/6/2025 5.00 20.0 —
Site Preparation Site Preparation 5/12/2025 6/6/2025 5.00 20.0 — Grading Grading 6/9/2025 6/27/2025 5.00 15.0 —
Building Construction Building Construction 6/30/2025 1/6/2026 5.00 137 — Paving Paving 11/14/2025 12/30/2025 5.00 33.0 —
Architectural Coating Architectural Coating 12/31/2025 2/13/2026 5.00 33.0 —
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 Demolition Concrete/Industrial
Saws
Diesel Tier 4 Interim 1.00 8.00 33.0 0.73
Demolition
Attachment A
Excavators Diesel Tier 4 Interim 3.00 8.00 36.0 0.38
32 6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 31 / 37
Demolition Rubber Tired Dozers Diesel Tier 4 Interim 2.00 8.00 367 0.40 Site Preparation Rubber Tired Dozers Diesel Tier 4 Interim 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Backh
oes
Diesel Tier 4 Interim 4.00 8.00 84.0 0.37
Grading Excavators Diesel Tier 4 Interim 2.00 8.00 36.0 0.38 Grading Graders Diesel Tier 4 Interim 1.00 8.00 148 0.41 Grading Rubber Tired Dozers Diesel Tier 4 Interim 1.00 8.00 367 0.40 Grading Tractors/Loaders/Backh
oes
Diesel Tier 4 Interim 2.00 8.00 84.0 0.37
Grading Scrapers Diesel Tier 4 Interim 2.00 8.00 423 0.48 Building Construction Cranes Diesel Tier 4 Interim 2.00 7.00 367 0.29 Building Construction Forklifts Diesel Tier 4 Interim 6.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Tier 4 Interim 2.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Backh
oes
Diesel Tier 4 Interim 6.00 7.00 84.0 0.37
Building Construction Welders Diesel Tier 4 Interim 2.00 8.00 46.0 0.45 Paving Pavers Diesel Tier 4 Interim 2.00 8.00 81.0 0.42 Paving Paving Equipment Diesel Tier 4 Interim 2.00 8.00 89.0 0.36 Paving Rollers Diesel Tier 4 Interim 2.00 8.00 36.0 0.38 Architectural Coating Air Compressors Diesel Tier 4 Interim 1.00 6.00 37.0 0.48
5.3. Construction Vehicles
5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 15.0 11.7 LDA,LDT1,LDT2
Demolition Vendor — 8.40 HHDT,MHDT
Attachment A 33
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 32 / 37
Demolition Hauling 321 20.0 HHDT
Demolition Onsite truck—— HHDT
Site Preparation————
Site Preparation Worker 17.5 11.7 LDA,LDT1,LDT2
Site Preparation Vendor— 8.40 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck—— HHDT
Grading————
Grading Worker 20.0 11.7 LDA,LDT1,LDT2
Grading Vendor— 8.40 HHDT,MHDT
Grading Hauling 20.9 20.0 HHDT
Grading Onsite truck—— HHDT
Building Construction————
Building Construction Worker 132 11.7 LDA,LDT1,LDT2
Building Construction Vendor 51.7 8.40 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck—— HHDT
Paving————
Paving Worker 15.0 11.7 LDA,LDT1,LDT2
Paving Vendor 26.0 8.40 HHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck—— HHDT
Architectural Coating————
Architectural Coating Worker 26.5 11.7 LDA,LDT1,LDT2
Architectural Coating Vendor— 8.40 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck—— HHDT
Attachment A 34
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 33 / 37
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 0.00 473,085 157,695 22,394
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (Cubic Yards) Material Exported (Cubic Yards) Acres Graded (acres) Material Demolished (Ton of Debris)
Acres Paved (acres)
Demolition 0.00 0.00 0.00 25,712 —
Site Preparation 0.00 0.00 30.0 0.00 —
Grading 2,511 0.00 45.0 0.00 —
Paving 0.00 0.00 0.00 0.00 8.57
5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 2 61% 61%
Water Demolished Area 2 36% 36%
5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Attachment A 35
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 34 / 37
Unrefrigerated Warehouse-No Rail 0.00 0%
User Defined Industrial 0.00 0%
Parking Lot 8.57 100%
5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2025 0.00 56.0 0.00 0.00
2026 0.00 56.0 0.00 0.00
5.9. Operational Mobile Sources
5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Unrefrigerated
Warehouse-No Rail
3,165 3,165 3,165 1,155,203 28,505 28,505 28,505 10,404,206 User Defined
Industrial
142 142 142 51,803 7,414 7,414 7,414 2,706,179
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5.10. Operational Area Sources
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)
Attachment A 36
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 35 / 37
0 0.00 473,085 157,695 22,394
5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180
5.11. Operational Energy Consumption
5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Unrefrigerated Warehouse-No
Rail
3,250,766 56.0 0.0000 0.0000 0.00
User Defined Industrial 0.00 56.0 0.0000 0.0000 0.00
Parking Lot 326,949 56.0 0.0000 0.0000 0.00
5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Unrefrigerated Warehouse-No Rail 72,933,938 1,400,025
User Defined Industrial 0.00 0.00
Parking Lot 0.00 0.00
5.13. Operational Waste Generation
Attachment A 37
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 36 / 37
5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Unrefrigerated Warehouse-No Rail 296 —
User Defined Industrial 0.00 —
Parking Lot 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
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor
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
Attachment A 38
6756 Central Avenue Warehouse Project Custom Report, 5/6/2024 37 / 37
Equipment Type Fuel Type
8. User Changes to Default Data
Screen Justification
Land Use Site plans and Landscaping Plans
Operations: Vehicle Data Per TIS - Kimley-Horn ; Passenger Vehicles = 3165 trips/day and Trucks = 142 trips/day Trip Length Conservatively based on distance to the Basin Boundary to the southeastern, eastern and northeastern edge.
Construction: Construction Phases Schedule provided by Applicant; Building Construction duration given by applicant shorter than CalEEMod Default of 230 days and eqpt doubled to conserver construction intensity in horsepower-hours
Construction: Off-Road Equipment Committment to use Tier 4 Construction Eqpt Operations: Fleet Mix Fleet Mix for Landuse 1 for passenger vehicles. Fleet Mix for Landuse 2 for HHDT Trucks Operations: Energy Use Electricity Use to Replace NG from Measure E-15 Calcs for Unrefrigerated Warehouses = 91,148 KWhr/yr - added to
Baseline CalEEMod Estimate of 3,159,618 KWhr/year
Construction: Trips and VMT Trips added for the delivery of Asphalt for Paving Characteristics: Utility Information Updated with PG&E 2022 Base Plan Values for CO2e (lb/MWh) = 56 Construction: Electricity PG&E Base Plan -GHG Emissions Intensity Factor for 2022 (lb CO2e/MWhr) Attachment A 39
6756 Central Avenue Warehouse Project
Health Risk Assessment Inputs
Estimation of Annual Onsite Construction Emissions (Project Site) - PM10 Exhaust as DPM Start of Construction 5/12/2025
End of Construction 2/13/2026
Net Work Days 200
Years 0.75
Total Working Hours 1,600
2025 Demolition 4.02
2025 Site Preparation 1.99
2025 Grading 2.73
2025 Building Construction 22.98
2026 Building Construction 0.75
2025 Paving 2.84
2025 Architectural Coating 0.02
2026 Architectural Coating 0.96
Total PM Exhaust (On-site) 36.29
AERMod Input Average (lb/hr) 0.023
Construction Year On-site Construction Activity On-site PM10E (lbs)
Attachment A 40
6756 Central Avenue Warehouse Project
Health Risk Assessment Inputs
Estimation of Annual Offsite Construction Emissions (Project Site) - PM10 Exhaust Start of Construction 5/12/2025
End of Construction 2/13/2026
Net Work Days 200
Years 0.75
Total Working Hours 1,600
Construction
Year Haul Vendor Worker Total
2025 Demolition 0.415 - - 0.42
2025 Site Preparation - 2.530 - 2.53
2025 Grading - 0.082 - 0.08
2025 Building Construction - - - -
2026 Building Construction - - - -
2025 Paving 8.499 - - 8.50
2025 Architectural Coating - - - -
2026 Architectural Coating - 0.495 - 0.50
8.91 3.11 12.02
CalEEMod Default Distance (miles) 20 8.4 11.7 NA
Vehicle Travel Distances in the
Construction HRA (miles)
Haul Vendor Worker
Off-site Road Segment 1 0.60 0.60 0.60
Off-site Road Segment 2 1.11 1.11 1.11
Road Segment 3 0.00 0.00 0.00 miles
Distance TOTAL 1.71 1.71 1.71
Trip Distribution (percent) Haul Vendor Worker
Off-site Road Segment 1 100% 100% 100%
Off-site Road Segment 2 100% 100% 100%
Off-site Road Segment 3 0.0% 0.0%
(conservatively assume 100 % of vehicles could go on either haul route) Total DPM in lbs Haul Vendor Worker Total (lbs)
Off-site Road Segment 1 0.2674 0.2219 0 0.4894
Off-site Road Segment 2 0.4947 0.4106 0 0.9053
Road Segment 3 0.0000 0.0000 0 0.0000
0.7622 0.6325 0 1.3947
Modeling Input Source Haul Vendor Worker Total (lb/hr)
AERMod Input Off-site Road Segment 1 1.67E-04 1.39E-04 0.00E+00 3.1E-04 AERMod Input Off-site Road Segment 2 3.09E-04 2.57E-04 0.00E+00 5.7E-04 Off-Site Diesel PM10 Exhaust (lbs)
Attachment A 41
6756 Central Avenue Warehouse Project
Health Risk Assessment Inputs
Estimation of Annual Onsite Construction Emissions (Project Site) - PM2.5D Start of Construction 5/12/2025
End of Construction 2/13/2026
Net Work Days 200
Years 0.75
Working Hours 1,600
Emissions in lbs
Year Activity On-Site
PM2.5D
Demolition Dust Dust from Material
Movement
2025 Demolition 56.89 56.89 0.00
2025 Site Preparation 78.80 0.00 78.80
2025 Grading 21.39 0.00 21.39
2025 Building Construction - 0.00 0.00
2026 Building Construction - 0.00 0.00
2025 Paving - 0.00 0.00
2025 Architectural Coating - 0.00 0.00
2026 Architectural Coating - 0.00 0.00
total 157.08 56.89 100.19
Total 157.08
AERMOD Input Hourly lb/hr 0.098
Note: AERMOD is modeled for a full year at this emission rate Attachment A 42
6756 Central Avenue Warehouse Project
Health Risk Assessment Inputs
Offsite Construction Emissions - PM2.5D (Road Dust, Brake Wear and Tire Wear) Start of Construction 5/12/2025
End of Construction 2/13/2026
Net Work Days 200
Years 0.75
Working Hours 1,600
Construction On-site Construction
Year Activity Haul Vendor Worker Total
2025 Demolition 32.15 - 0.57 32.72
2025 Site Preparation - - 0.66 0.66
2025 Grading 1.57 - 0.57 2.14
2025 Building Construction 13.09 - 33.18 46.27
2026 Building Construction - 0.42 1.08 1.50
2025 Architectural Coating - - 1.58 1.58
2026 Architectural Coating - - 0.04 0.04
2025 Paving - 1.80 0.94 2.74
33.72 15.32 38.61 87.64
CalEEMod Default Distance (miles) 20 8.4 11.7 NA
Vehicle Travel Distances in the
Construction HRA (miles) Haul Vendor Worker
Road Segment 1 0.60 0.60 0.60
Road Segment 2 1.11 1.11 1.11
Distance Total (mile) 1.71 1.71 1.71
Trip Distribution (percent) Haul Vendor Worker
Off-site Road Segment 1 100% 100% 100%
Off-site Road Segment 2 100% 100% 100%
Maximum Year (Year 1) Haul Vendor Worker lbs
Road Segment 1 1.012 1.094 1.980 4.085
Road Segment 2 1.871 2.024 3.663 7.558
Total 2.8831 3.1178 5.6428 11.6437
Maximum Year Rate (Year 1) Haul Vendor Worker lb/hr
Road Segment 1 6.32E-04 6.84E-04 1.24E-03 2.6E-03
Road Segment 2 1.17E-03 1.26E-03 2.29E-03 4.7E-03
Off-Site PM2.5D
Total
Attachment A 43
6756 Central Ave Warehouse Project
Modeling Parameters for Construction HRA
Source Description Emissions Source Type Size Units Emissions Release
Height
Initial Lateral
Dimension
Initial Vertical
Dimension
(lb/hr)
Area (g/m2-sec)
Line-Volume (g/s) m m m
Construction Site - Off-Road Equipment Diesel Exhaust1 Project Site - Construction Area 0.0230 Area 71132 m 2 4.07E-08 5 — 1.4
Road Segment 1 - On-Road HHDT Diesel Exhaust Truck Route - Central Avenue 3.1E-04 Line-Volume 971.7 meters 3.9E-05 3.40 6.98 3.16 Road Segment 2 - On-Road HHDT Diesel Exhaust Truck Route - Cherry Street 5.7E-04 Line-Volume 1789.4 meters 7.2E-05 3.40 6.98 3.16 Construction Site PM2.5 Fugitive Dust2 Project Site - Construction Area 0.098 Area 71132 m 2 1.74E-07 0 — 1
Road Segment 1 - Paved Road Dust - PM2.5 Truck Route - Central Avenue 2.6E-03 Line-Volume 971.7 meters 3.3E-04 3.40 6.98 3.16 Road Segment 2 - Paved Road Dust - PM2.5 Truck Route - Cherry Street 4.7E-03 Line-Volume 1789.4 meters 5.9E-04 3.40 6.98 3.16 1 Construction exhaust modeled as an area source. Release parameters for construction equipment exhaust modeling from SCAQMD (2008) for gaseous exhaust from construction equipment. 2 Construction fugitive dust modeled as an area source. Release parameters for construction equipment exhaust modeling from SCAQMD (2008) for PM dust emissions from construction activities. PM10E conservatively modeled in lieu of PM2.5E for construction sources.
Trucks were modeled as adjacent volume sources following BAAQMD CEQA Guidelines Appendix E (April 2023). Roadway width = physical width plus 3 meters on each side for mixing., Truck Height = 4 meters.
Parameters calculated as per BAAQMD 2022 CEQA Guidelines and US EPA Haul Road Workgroup Final Report released on March 2, 2012 which suggests the use of Adjacent Volume Sources to represent the haul road.
References:
BAAQMD 2022 CEQA Guidelines Appendix E: Table 11 Recommended Volume Source Configuration for Construction Projects SCAQMD 2008. Final Localized Significance Threshold Methodology Revised July 2008 Notes:
FCS Notes/Review
VH = Vehicle Height
Top of Plume Height -- 1.7 VH
Volume Source Releaase Height -- 0.5 x Top of Plume Height Initial Source Release Parameters
Attachment A 44
PROJECT TITLE:
6756 Central Avenue Warehouse Project
Construction HRA - AERMOD Source Receptor Set-up
Source Legend:
Site
Area Source -----
Line-Volume ⛝⛝⛝
Receptor Legend:
● Residential
● Non-Residential
● Residential Grid
Scale : 1:14,394
0 0.5 km
AERMOD View - Lakes Environmental Software
Attachment A 45
WIND ROSE PLOT: DISPLAY:
Hayward Executive Airport (KHWD) Wind Speed
Wind Direction during Construction Hours Direction (blowing from) NORTH
19.7%
15.7%
11.8%
7.86%
3.93%
WEST EAST
WIND SPEED
(m/s)
>= 11.10
8.80 - 11.10
5.70 - 8.80
SOUTH 3.60 - 5.70
2.10 - 3.60
0.50 - 2.10
Calms: 0.54%
COMMENTS:
Wind Rose is generated just for the
hours with emissions when
construction would occur or from
8 AM – 5 PM. This corresponds to the
modeling hours in AERMOD.
DATA PERIOD:
Start Date: 1/1/2013 - 08:00
End Date: 12/31/2017 - 17:00
How to Read a Wind Rose Diagram
The wind rose above shows the general wind direction and speed for the meteorological data set used in the AERMOD modeling for the project.’
The circular format of the wind rose shows the direction the winds blew from and the length of each "spoke" around the circle shows how often the wind blew from that direction.
CALM WINDS:
0.54%
AVG. WIND SPEED:
4.03 m/s
WRPLOT View - Lakes Environmental Software Attachment A 46 PROJECT TITLE:
6756 Central Avenue Warehouse Project
Construction HRA – AERMOD Source - Receptors
Source Legend:
Area Source -----
Line-Volume ⛝⛝⛝
Receptor Legend:
● Residential
● Non-Residential
● Grid - Resident
SCALE: 1:9,554
0 0.3 km
▲ MEIR = Maximally Exposed Individual Residential
▲ MEIW = Maximally Exposed Individual Worker
AERMOD View - Lakes Environmental Software
Attachment A 47
Control Pathway
AERMOD
Total Deposition (Dry & Wet)
Dry Deposition
Wet Deposition
Output Type
Concentration
Regulatory Default Non-Default Options
Dispersion Options
Newark Central Avenue Warehouse Project
Construction HRA - PM10 and PM2.5 (Total)
Titles
Dispersion Options
Population:
Name (Optional):
Roughness Length:
Plume Depletion
Dry Removal
Wet Removal
Output Warnings
No Output Warnings
Non-fatal Warnings for Non-sequential Met Data
Dispersion Coefficient
Urban
Pollutant / Averaging Time / Terrain Options
TG: Meters
RE: Meters
1 2 3 4 6 8 12 24 Flat Elevated SO: Meters
Hours Terrain Height Options
Averaging Time Options
Option not available Half Life of 4 hrs will be used
Pollutant Type Exponential Decay
Month Period Annual
PM10
Flagpole Receptors
Yes No
Default Height = 0.00 m
AERMOD View by Lakes Environmental Software CO - 1 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 48
Control Pathway
AERMOD
Optional Files
Re-Start File Init File Multi-Year Analyses Event Input File Error Listing File Detailed Error Listing File
Filename: ConHRA.err
AERMOD View by Lakes Environmental Software CO - 2 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 49
Source Pathway - Source Inputs
AERMOD
AERMOD View by Lakes Environmental Software SO1 - 1 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 50
Source Pathway - Source Inputs
AERMOD
Polygon Area Sources
Source Type: AREA POLY
Source: SITE_DPM (Proposed Project Site - Construction Area PM10 Exhaust) X Coordinate
for Vertices
[m]
Y Coordinate
for Vertices
[m]
Base
Elevation
(Optional)
Emission
Rate
[g/ (s-m^2)]
Release
Height
[m]
Initial
Vertical
Dim. [m]
Number of
Vertices
(or sides)
6.17 5.00 4.07E-8 1.40 13 585946.24 4153742.68
4.07E-8 586002.98 4153703.42
4.07E-8 586065.67 4153664.23
4.07E-8 586085.09 4153697.66
4.07E-8 586111.21 4153681.66
4.07E-8 586091.64 4153648.17
4.07E-8 586100.01 4153643.18
4.07E-8 585971.44 4153437.80
4.07E-8 585963.09 4153399.23
4.07E-8 585965.72 4153362.28
4.07E-8 585977.40 4153335.29
4.07E-8 586013.06 4153281.99
4.07E-8 585752.72 4153438.26
AERMOD View by Lakes Environmental Software SO1 - 2 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 51
Source Pathway - Source Inputs
AERMOD
Source Type: AREA POLY
Source: SITE_PM25D (Proposed Project Site - Construction Area PM2.5 Dust Only) X Coordinate
for Vertices
[m]
Y Coordinate
for Vertices
[m]
Base
Elevation
(Optional)
Emission
Rate
[g/ (s-m^2)]
Release
Height
[m]
Initial
Vertical
Dim. [m]
Number of
Vertices
(or sides)
6.17 0.00 1.74E-7 1.00 13 585946.24 4153742.68
1.74E-7 586002.98 4153703.42
1.74E-7 586065.67 4153664.23
1.74E-7 586085.09 4153697.66
1.74E-7 586111.21 4153681.66
1.74E-7 586091.64 4153648.17
1.74E-7 586100.01 4153643.18
1.74E-7 585971.44 4153437.80
1.74E-7 585963.09 4153399.23
1.74E-7 585965.72 4153362.28
1.74E-7 585977.40 4153335.29
1.74E-7 586013.06 4153281.99
1.74E-7 585752.72 4153438.26
AERMOD View by Lakes Environmental Software SO1 - 3 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 52
Source Pathway - Source Inputs
AERMOD
Line Volume Sources
Source Type: LINE VOLUME
Source: ROAD1_DPM (Central Avenue - PM10/2.5 Exhaust)
Release Height
[m]
Base Elevation
[m]
Y Coordinate for points
[m]
X Coordinate for Points
[m]
Length of Side
[m]
Emission Rate
[g/ s]
Building Height
[m]
15.00 0.00004 586098.77 4154002.13 6.91 3.40
586054.64 4153935.38 6.72 3.40
586000.47 4153851.25 6.40 3.40
585884.06 4153666.83 5.87 3.40
585728.46 4153416.72 6.26 3.40
585697.34 4153370.62 5.60 3.40
585675.44 4153336.04 5.35 3.40
585647.78 4153292.24 5.13 3.40
585622.42 4153258.82 4.91 3.40
585541.68 4153222.13 4.64 3.40
Source Type: LINE VOLUME
Source: ROAD1_PM25D (Central Avenue - PM2,5 Road Dust, Brake Wear, Tire Wear) Release Height
[m]
Base Elevation
[m]
Y Coordinate for points
[m]
X Coordinate for Points
[m]
Length of Side
[m]
Emission Rate
[g/ s]
Building Height
[m]
15.00 0.00033 586098.77 4154002.13 6.91 3.40
586054.64 4153935.38 6.72 3.40
586000.47 4153851.25 6.40 3.40
585884.06 4153666.83 5.87 3.40
585728.46 4153416.72 6.26 3.40
585697.34 4153370.62 5.60 3.40
585675.44 4153336.04 5.35 3.40
585647.78 4153292.24 5.13 3.40
585622.42 4153258.82 4.91 3.40
585541.68 4153222.13 4.64 3.40
AERMOD View by Lakes Environmental Software SO1 - 4 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 53
Source Pathway - Source Inputs
AERMOD
Source Type: LINE VOLUME
Source: ROAD2_DPM (Cherry Street - PM2.5 Road Dust, Brake Wear, Tire Wear) Release Height
[m]
Base Elevation
[m]
Y Coordinate for points
[m]
X Coordinate for Points
[m]
Length of Side
[m]
Emission Rate
[g/ s]
Building Height
[m]
14.00 0.00007 585984.33 4154043.73 6.83 0.00
586017.76 4154021.83 6.70 0.00
586077.69 4153983.79 6.86 0.00
586156.07 4153930.77 6.86 0.00
586665.27 4153611.02 6.80 0.00
586685.64 4153598.23 6.97 0.00
586833.17 4153505.60 6.86 0.00
587349.97 4153175.08 6.90 0.00
587493.93 4153083.02 6.60 0.00
Source Type: LINE VOLUME
Source: ROAD2_PM25D (Cherry Street)
Release Height
[m]
Base Elevation
[m]
Y Coordinate for points
[m]
X Coordinate for Points
[m]
Length of Side
[m]
Emission Rate
[g/ s]
Building Height
[m]
14.00 0.00592 Surface-Based 585984.33 4154043.73 6.83 0.00 586017.76 4154021.83 6.70 0.00
586077.69 4153983.79 6.86 0.00
586156.07 4153930.77 6.86 0.00
586665.27 4153611.02 6.80 0.00
586685.64 4153598.23 6.97 0.00
586833.17 4153505.60 6.86 0.00
587349.97 4153175.08 6.90 0.00
587493.93 4153083.02 6.60 0.00
AERMOD View by Lakes Environmental Software SO1 - 5 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 54
Source Pathway - Source Inputs
AERMOD
Volume Sources Generated from Line Sources
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD1_DPM L0003031 586094.64 4153995.88 6.93 3.40 6.01E-7 15.00 6.98 3.16 L0003032 586086.36 4153983.36 6.91 3.40 6.01E-7 15.00 6.98 3.16 L0003033 586078.09 4153970.85 6.81 3.40 6.01E-7 15.00 6.98 3.16 L0003034 586069.82 4153958.34 6.78 3.40 6.01E-7 15.00 6.98 3.16 L0003035 586061.54 4153945.83 6.76 3.40 6.01E-7 15.00 6.98 3.16 L0003036 586053.30 4153933.30 6.69 3.40 6.01E-7 15.00 6.98 3.16 L0003037 586045.18 4153920.69 6.65 3.40 6.01E-7 15.00 6.98 3.16 L0003038 586037.06 4153908.07 6.64 3.40 6.01E-7 15.00 6.98 3.16 L0003039 586028.94 4153895.46 6.55 3.40 6.01E-7 15.00 6.98 3.16 L0003040 586020.82 4153882.85 6.44 3.40 6.01E-7 15.00 6.98 3.16 L0003041 586012.70 4153870.24 6.36 3.40 6.01E-7 15.00 6.98 3.16 L0003042 586004.58 4153857.63 6.37 3.40 6.01E-7 15.00 6.98 3.16 L0003043 585996.51 4153844.98 6.43 3.40 6.01E-7 15.00 6.98 3.16 L0003044 585988.50 4153832.29 6.48 3.40 6.01E-7 15.00 6.98 3.16 L0003045 585980.50 4153819.61 6.48 3.40 6.01E-7 15.00 6.98 3.16 L0003046 585972.49 4153806.93 6.46 3.40 6.01E-7 15.00 6.98 3.16 L0003047 585964.48 4153794.24 6.41 3.40 6.01E-7 15.00 6.98 3.16 L0003048 585956.48 4153781.56 6.35 3.40 6.01E-7 15.00 6.98 3.16 L0003049 585948.47 4153768.87 6.28 3.40 6.01E-7 15.00 6.98 3.16 L0003050 585940.46 4153756.19 6.20 3.40 6.01E-7 15.00 6.98 3.16 L0003051 585932.46 4153743.50 6.14 3.40 6.01E-7 15.00 6.98 3.16 L0003052 585924.45 4153730.82 6.09 3.40 6.01E-7 15.00 6.98 3.16 L0003053 585916.44 4153718.14 6.03 3.40 6.01E-7 15.00 6.98 3.16 L0003054 585908.44 4153705.45 5.98 3.40 6.01E-7 15.00 6.98 3.16 AERMOD View by Lakes Environmental Software SO1 - 6 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 55
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD1_DPM L0003055 585900.43 4153692.77 5.94 3.40 6.01E-7 15.00 6.98 3.16 L0003056 585892.42 4153680.08 5.89 3.40 6.01E-7 15.00 6.98 3.16 L0003057 585884.41 4153667.40 5.86 3.40 6.01E-7 15.00 6.98 3.16 L0003058 585876.49 4153654.67 5.87 3.40 6.01E-7 15.00 6.98 3.16 L0003059 585868.56 4153641.93 5.94 3.40 6.01E-7 15.00 6.98 3.16 L0003060 585860.64 4153629.19 5.98 3.40 6.01E-7 15.00 6.98 3.16 L0003061 585852.72 4153616.46 5.96 3.40 6.01E-7 15.00 6.98 3.16 L0003062 585844.79 4153603.72 5.90 3.40 6.01E-7 15.00 6.98 3.16 L0003063 585836.87 4153590.98 5.82 3.40 6.01E-7 15.00 6.98 3.16 L0003064 585828.95 4153578.25 5.79 3.40 6.01E-7 15.00 6.98 3.16 L0003065 585821.02 4153565.51 5.78 3.40 6.01E-7 15.00 6.98 3.16 L0003066 585813.10 4153552.77 5.71 3.40 6.01E-7 15.00 6.98 3.16 L0003067 585805.18 4153540.04 5.66 3.40 6.01E-7 15.00 6.98 3.16 L0003068 585797.25 4153527.30 5.65 3.40 6.01E-7 15.00 6.98 3.16 L0003069 585789.33 4153514.56 5.69 3.40 6.01E-7 15.00 6.98 3.16 L0003070 585781.40 4153501.83 5.76 3.40 6.01E-7 15.00 6.98 3.16 L0003071 585773.48 4153489.09 5.82 3.40 6.01E-7 15.00 6.98 3.16 L0003072 585765.56 4153476.36 5.89 3.40 6.01E-7 15.00 6.98 3.16 L0003073 585757.63 4153463.62 5.98 3.40 6.01E-7 15.00 6.98 3.16 L0003074 585749.71 4153450.88 6.16 3.40 6.01E-7 15.00 6.98 3.16 L0003075 585741.79 4153438.15 6.30 3.40 6.01E-7 15.00 6.98 3.16 L0003076 585733.86 4153425.41 6.33 3.40 6.01E-7 15.00 6.98 3.16 L0003077 585725.79 4153412.77 6.15 3.40 6.01E-7 15.00 6.98 3.16 L0003078 585717.40 4153400.34 5.81 3.40 6.01E-7 15.00 6.98 3.16 L0003079 585709.01 4153387.90 5.64 3.40 6.01E-7 15.00 6.98 3.16 AERMOD View by Lakes Environmental Software SO1 - 7 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 56
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD1_DPM L0003080 585700.61 4153375.47 5.55 3.40 6.01E-7 15.00 6.98 3.16 L0003081 585692.45 4153362.89 5.48 3.40 6.01E-7 15.00 6.98 3.16 L0003082 585684.42 4153350.22 5.42 3.40 6.01E-7 15.00 6.98 3.16 L0003083 585676.39 4153337.55 5.35 3.40 6.01E-7 15.00 6.98 3.16 L0003084 585668.38 4153324.87 5.30 3.40 6.01E-7 15.00 6.98 3.16 L0003085 585660.37 4153312.18 5.22 3.40 6.01E-7 15.00 6.98 3.16 L0003086 585652.36 4153299.50 5.15 3.40 6.01E-7 15.00 6.98 3.16 L0003087 585643.90 4153287.13 5.09 3.40 6.01E-7 15.00 6.98 3.16 L0003088 585634.83 4153275.18 4.99 3.40 6.01E-7 15.00 6.98 3.16 L0003089 585625.77 4153263.23 4.90 3.40 6.01E-7 15.00 6.98 3.16 L0003090 585613.81 4153254.91 4.87 3.40 6.01E-7 15.00 6.98 3.16 L0003091 585600.15 4153248.70 4.81 3.40 6.01E-7 15.00 6.98 3.16 L0003092 585586.50 4153242.49 4.76 3.40 6.01E-7 15.00 6.98 3.16 L0003093 585572.84 4153236.29 4.74 3.40 6.01E-7 15.00 6.98 3.16 L0003094 585559.18 4153230.08 4.66 3.40 6.01E-7 15.00 6.98 3.16 L0003095 585545.53 4153223.88 4.69 3.40 6.01E-7 15.00 6.98 3.16 Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_DPM L0003096 585990.19 4154039.89 6.80 0.00 5.61E-7 14.00 6.51 3.16 L0003097 586001.90 4154032.22 6.75 0.00 5.61E-7 14.00 6.51 3.16 L0003098 586013.61 4154024.55 6.72 0.00 5.61E-7 14.00 6.51 3.16 L0003099 586025.39 4154016.98 6.71 0.00 5.61E-7 14.00 6.51 3.16 L0003100 586037.21 4154009.48 6.72 0.00 5.61E-7 14.00 6.51 3.16 L0003101 586049.03 4154001.98 6.77 0.00 5.61E-7 14.00 6.51 3.16 L0003102 586060.85 4153994.48 6.83 0.00 5.61E-7 14.00 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 8 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 57
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_DPM L0003103 586072.67 4153986.98 6.86 0.00 5.61E-7 14.00 6.51 3.16 L0003104 586084.36 4153979.28 6.88 0.00 5.61E-7 14.00 6.51 3.16 L0003105 586095.96 4153971.43 6.83 0.00 5.61E-7 14.00 6.51 3.16 L0003106 586107.56 4153963.59 6.79 0.00 5.61E-7 14.00 6.51 3.16 L0003107 586119.15 4153955.75 6.76 0.00 5.61E-7 14.00 6.51 3.16 L0003108 586130.75 4153947.90 6.77 0.00 5.61E-7 14.00 6.51 3.16 L0003109 586142.34 4153940.06 6.80 0.00 5.61E-7 14.00 6.51 3.16 L0003110 586153.94 4153932.21 6.88 0.00 5.61E-7 14.00 6.51 3.16 L0003111 586165.75 4153924.69 6.90 0.00 5.61E-7 14.00 6.51 3.16 L0003112 586177.60 4153917.25 6.93 0.00 5.61E-7 14.00 6.51 3.16 L0003113 586189.46 4153909.80 7.00 0.00 5.61E-7 14.00 6.51 3.16 L0003114 586201.32 4153902.36 7.04 0.00 5.61E-7 14.00 6.51 3.16 L0003115 586213.17 4153894.91 7.04 0.00 5.61E-7 14.00 6.51 3.16 L0003116 586225.03 4153887.47 7.01 0.00 5.61E-7 14.00 6.51 3.16 L0003117 586236.89 4153880.02 6.97 0.00 5.61E-7 14.00 6.51 3.16 L0003118 586248.74 4153872.58 6.96 0.00 5.61E-7 14.00 6.51 3.16 L0003119 586260.60 4153865.13 6.90 0.00 5.61E-7 14.00 6.51 3.16 L0003120 586272.45 4153857.69 6.87 0.00 5.61E-7 14.00 6.51 3.16 L0003121 586284.31 4153850.24 6.85 0.00 5.61E-7 14.00 6.51 3.16 L0003122 586296.17 4153842.80 6.80 0.00 5.61E-7 14.00 6.51 3.16 L0003123 586308.02 4153835.35 6.76 0.00 5.61E-7 14.00 6.51 3.16 L0003124 586319.88 4153827.91 6.74 0.00 5.61E-7 14.00 6.51 3.16 L0003125 586331.74 4153820.46 6.73 0.00 5.61E-7 14.00 6.51 3.16 L0003126 586343.59 4153813.02 6.69 0.00 5.61E-7 14.00 6.51 3.16 L0003127 586355.45 4153805.57 6.66 0.00 5.61E-7 14.00 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 9 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 58
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_DPM L0003128 586367.30 4153798.13 6.64 0.00 5.61E-7 14.00 6.51 3.16 L0003129 586379.16 4153790.68 6.65 0.00 5.61E-7 14.00 6.51 3.16 L0003130 586391.02 4153783.24 6.70 0.00 5.61E-7 14.00 6.51 3.16 L0003131 586402.87 4153775.79 6.88 0.00 5.61E-7 14.00 6.51 3.16 L0003132 586414.73 4153768.35 6.92 0.00 5.61E-7 14.00 6.51 3.16 L0003133 586426.59 4153760.90 6.90 0.00 5.61E-7 14.00 6.51 3.16 L0003134 586438.44 4153753.46 6.85 0.00 5.61E-7 14.00 6.51 3.16 L0003135 586450.30 4153746.01 6.76 0.00 5.61E-7 14.00 6.51 3.16 L0003136 586462.16 4153738.57 6.74 0.00 5.61E-7 14.00 6.51 3.16 L0003137 586474.01 4153731.12 6.79 0.00 5.61E-7 14.00 6.51 3.16 L0003138 586485.87 4153723.68 6.71 0.00 5.61E-7 14.00 6.51 3.16 L0003139 586497.72 4153716.23 6.68 0.00 5.61E-7 14.00 6.51 3.16 L0003140 586509.58 4153708.79 6.71 0.00 5.61E-7 14.00 6.51 3.16 L0003141 586521.44 4153701.34 6.74 0.00 5.61E-7 14.00 6.51 3.16 L0003142 586533.29 4153693.90 6.71 0.00 5.61E-7 14.00 6.51 3.16 L0003143 586545.15 4153686.45 6.68 0.00 5.61E-7 14.00 6.51 3.16 L0003144 586557.01 4153679.01 6.63 0.00 5.61E-7 14.00 6.51 3.16 L0003145 586568.86 4153671.56 6.59 0.00 5.61E-7 14.00 6.51 3.16 L0003146 586580.72 4153664.12 6.56 0.00 5.61E-7 14.00 6.51 3.16 L0003147 586592.57 4153656.67 6.53 0.00 5.61E-7 14.00 6.51 3.16 L0003148 586604.43 4153649.23 6.58 0.00 5.61E-7 14.00 6.51 3.16 L0003149 586616.29 4153641.78 6.61 0.00 5.61E-7 14.00 6.51 3.16 L0003150 586628.14 4153634.34 6.63 0.00 5.61E-7 14.00 6.51 3.16 L0003151 586640.00 4153626.89 6.67 0.00 5.61E-7 14.00 6.51 3.16 L0003152 586651.86 4153619.45 6.76 0.00 5.61E-7 14.00 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 10 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 59
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_DPM L0003153 586663.71 4153612.00 6.80 0.00 5.61E-7 14.00 6.51 3.16 L0003154 586675.57 4153604.56 6.85 0.00 5.61E-7 14.00 6.51 3.16 L0003155 586687.42 4153597.11 6.93 0.00 5.61E-7 14.00 6.51 3.16 L0003156 586699.28 4153589.67 6.99 0.00 5.61E-7 14.00 6.51 3.16 L0003157 586711.14 4153582.22 7.07 0.00 5.61E-7 14.00 6.51 3.16 L0003158 586722.99 4153574.78 7.19 0.00 5.61E-7 14.00 6.51 3.16 L0003159 586734.85 4153567.33 7.27 0.00 5.61E-7 14.00 6.51 3.16 L0003160 586746.71 4153559.89 7.29 0.00 5.61E-7 14.00 6.51 3.16 L0003161 586758.56 4153552.44 7.27 0.00 5.61E-7 14.00 6.51 3.16 L0003162 586770.42 4153545.00 7.20 0.00 5.61E-7 14.00 6.51 3.16 L0003163 586782.28 4153537.55 7.15 0.00 5.61E-7 14.00 6.51 3.16 L0003164 586794.13 4153530.11 7.12 0.00 5.61E-7 14.00 6.51 3.16 L0003165 586805.99 4153522.66 7.11 0.00 5.61E-7 14.00 6.51 3.16 L0003166 586817.84 4153515.22 7.05 0.00 5.61E-7 14.00 6.51 3.16 L0003167 586829.70 4153507.77 7.01 0.00 5.61E-7 14.00 6.51 3.16 L0003168 586841.51 4153500.26 6.92 0.00 5.61E-7 14.00 6.51 3.16 L0003169 586853.31 4153492.72 7.02 0.00 5.61E-7 14.00 6.51 3.16 L0003170 586865.10 4153485.17 7.05 0.00 5.61E-7 14.00 6.51 3.16 L0003171 586876.90 4153477.63 7.13 0.00 5.61E-7 14.00 6.51 3.16 L0003172 586888.69 4153470.09 7.14 0.00 5.61E-7 14.00 6.51 3.16 L0003173 586900.48 4153462.55 7.16 0.00 5.61E-7 14.00 6.51 3.16 L0003174 586912.28 4153455.00 7.18 0.00 5.61E-7 14.00 6.51 3.16 L0003175 586924.07 4153447.46 7.25 0.00 5.61E-7 14.00 6.51 3.16 L0003176 586935.87 4153439.92 7.26 0.00 5.61E-7 14.00 6.51 3.16 L0003177 586947.66 4153432.37 7.22 0.00 5.61E-7 14.00 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 11 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 60
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_DPM L0003178 586959.46 4153424.83 7.19 0.00 5.61E-7 14.00 6.51 3.16 L0003179 586971.25 4153417.29 7.18 0.00 5.61E-7 14.00 6.51 3.16 L0003180 586983.04 4153409.75 7.13 0.00 5.61E-7 14.00 6.51 3.16 L0003181 586994.84 4153402.20 7.07 0.00 5.61E-7 14.00 6.51 3.16 L0003182 587006.63 4153394.66 7.05 0.00 5.61E-7 14.00 6.51 3.16 L0003183 587018.43 4153387.12 7.05 0.00 5.61E-7 14.00 6.51 3.16 L0003184 587030.22 4153379.57 7.03 0.00 5.61E-7 14.00 6.51 3.16 L0003185 587042.02 4153372.03 7.03 0.00 5.61E-7 14.00 6.51 3.16 L0003186 587053.81 4153364.49 7.04 0.00 5.61E-7 14.00 6.51 3.16 L0003187 587065.60 4153356.95 7.05 0.00 5.61E-7 14.00 6.51 3.16 L0003188 587077.40 4153349.40 7.02 0.00 5.61E-7 14.00 6.51 3.16 L0003189 587089.19 4153341.86 6.95 0.00 5.61E-7 14.00 6.51 3.16 L0003190 587100.99 4153334.32 6.96 0.00 5.61E-7 14.00 6.51 3.16 L0003191 587112.78 4153326.77 7.01 0.00 5.61E-7 14.00 6.51 3.16 L0003192 587124.58 4153319.23 7.05 0.00 5.61E-7 14.00 6.51 3.16 L0003193 587136.37 4153311.69 7.05 0.00 5.61E-7 14.00 6.51 3.16 L0003194 587148.16 4153304.15 7.11 0.00 5.61E-7 14.00 6.51 3.16 L0003195 587159.96 4153296.60 7.14 0.00 5.61E-7 14.00 6.51 3.16 L0003196 587171.75 4153289.06 7.14 0.00 5.61E-7 14.00 6.51 3.16 L0003197 587183.55 4153281.52 7.08 0.00 5.61E-7 14.00 6.51 3.16 L0003198 587195.34 4153273.97 7.08 0.00 5.61E-7 14.00 6.51 3.16 L0003199 587207.14 4153266.43 7.09 0.00 5.61E-7 14.00 6.51 3.16 L0003200 587218.93 4153258.89 7.04 0.00 5.61E-7 14.00 6.51 3.16 L0003201 587230.72 4153251.35 7.00 0.00 5.61E-7 14.00 6.51 3.16 L0003202 587242.52 4153243.80 6.98 0.00 5.61E-7 14.00 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 12 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 61
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_DPM L0003203 587254.31 4153236.26 6.99 0.00 5.61E-7 14.00 6.51 3.16 L0003204 587266.11 4153228.72 7.01 0.00 5.61E-7 14.00 6.51 3.16 L0003205 587277.90 4153221.17 6.98 0.00 5.61E-7 14.00 6.51 3.16 L0003206 587289.70 4153213.63 6.93 0.00 5.61E-7 14.00 6.51 3.16 L0003207 587301.49 4153206.09 6.83 0.00 5.61E-7 14.00 6.51 3.16 L0003208 587313.28 4153198.55 6.80 0.00 5.61E-7 14.00 6.51 3.16 L0003209 587325.08 4153191.00 6.79 0.00 5.61E-7 14.00 6.51 3.16 L0003210 587336.87 4153183.46 6.84 0.00 5.61E-7 14.00 6.51 3.16 L0003211 587348.67 4153175.92 6.87 0.00 5.61E-7 14.00 6.51 3.16 L0003212 587360.46 4153168.37 6.86 0.00 5.61E-7 14.00 6.51 3.16 L0003213 587372.26 4153160.83 6.81 0.00 5.61E-7 14.00 6.51 3.16 L0003214 587384.05 4153153.29 6.84 0.00 5.61E-7 14.00 6.51 3.16 L0003215 587395.84 4153145.75 6.88 0.00 5.61E-7 14.00 6.51 3.16 L0003216 587407.64 4153138.20 6.73 0.00 5.61E-7 14.00 6.51 3.16 L0003217 587419.43 4153130.66 6.63 0.00 5.61E-7 14.00 6.51 3.16 L0003218 587431.23 4153123.12 6.57 0.00 5.61E-7 14.00 6.51 3.16 L0003219 587443.02 4153115.57 6.54 0.00 5.61E-7 14.00 6.51 3.16 L0003220 587454.82 4153108.03 6.48 0.00 5.61E-7 14.00 6.51 3.16 L0003221 587466.61 4153100.49 6.43 0.00 5.61E-7 14.00 6.51 3.16 L0003222 587478.40 4153092.95 6.46 0.00 5.61E-7 14.00 6.51 3.16 L0003223 587490.20 4153085.40 6.57 0.00 5.61E-7 14.00 6.51 3.16 Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD1_PM25D L0003224 586094.64 4153995.88 6.93 3.40 5.04E-6 15.00 6.98 3.16 L0003225 586086.36 4153983.36 6.91 3.40 5.04E-6 15.00 6.98 3.16 AERMOD View by Lakes Environmental Software SO1 - 13 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 62
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD1_PM25D L0003226 586078.09 4153970.85 6.81 3.40 5.04E-6 15.00 6.98 3.16 L0003227 586069.82 4153958.34 6.78 3.40 5.04E-6 15.00 6.98 3.16 L0003228 586061.54 4153945.83 6.76 3.40 5.04E-6 15.00 6.98 3.16 L0003229 586053.30 4153933.30 6.69 3.40 5.04E-6 15.00 6.98 3.16 L0003230 586045.18 4153920.69 6.65 3.40 5.04E-6 15.00 6.98 3.16 L0003231 586037.06 4153908.07 6.64 3.40 5.04E-6 15.00 6.98 3.16 L0003232 586028.94 4153895.46 6.55 3.40 5.04E-6 15.00 6.98 3.16 L0003233 586020.82 4153882.85 6.44 3.40 5.04E-6 15.00 6.98 3.16 L0003234 586012.70 4153870.24 6.36 3.40 5.04E-6 15.00 6.98 3.16 L0003235 586004.58 4153857.63 6.37 3.40 5.04E-6 15.00 6.98 3.16 L0003236 585996.51 4153844.98 6.43 3.40 5.04E-6 15.00 6.98 3.16 L0003237 585988.50 4153832.29 6.48 3.40 5.04E-6 15.00 6.98 3.16 L0003238 585980.50 4153819.61 6.48 3.40 5.04E-6 15.00 6.98 3.16 L0003239 585972.49 4153806.93 6.46 3.40 5.04E-6 15.00 6.98 3.16 L0003240 585964.48 4153794.24 6.41 3.40 5.04E-6 15.00 6.98 3.16 L0003241 585956.48 4153781.56 6.35 3.40 5.04E-6 15.00 6.98 3.16 L0003242 585948.47 4153768.87 6.28 3.40 5.04E-6 15.00 6.98 3.16 L0003243 585940.46 4153756.19 6.20 3.40 5.04E-6 15.00 6.98 3.16 L0003244 585932.46 4153743.50 6.14 3.40 5.04E-6 15.00 6.98 3.16 L0003245 585924.45 4153730.82 6.09 3.40 5.04E-6 15.00 6.98 3.16 L0003246 585916.44 4153718.14 6.03 3.40 5.04E-6 15.00 6.98 3.16 L0003247 585908.44 4153705.45 5.98 3.40 5.04E-6 15.00 6.98 3.16 L0003248 585900.43 4153692.77 5.94 3.40 5.04E-6 15.00 6.98 3.16 L0003249 585892.42 4153680.08 5.89 3.40 5.04E-6 15.00 6.98 3.16 L0003250 585884.41 4153667.40 5.86 3.40 5.04E-6 15.00 6.98 3.16 AERMOD View by Lakes Environmental Software SO1 - 14 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 63
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD1_PM25D L0003251 585876.49 4153654.67 5.87 3.40 5.04E-6 15.00 6.98 3.16 L0003252 585868.56 4153641.93 5.94 3.40 5.04E-6 15.00 6.98 3.16 L0003253 585860.64 4153629.19 5.98 3.40 5.04E-6 15.00 6.98 3.16 L0003254 585852.72 4153616.46 5.96 3.40 5.04E-6 15.00 6.98 3.16 L0003255 585844.79 4153603.72 5.90 3.40 5.04E-6 15.00 6.98 3.16 L0003256 585836.87 4153590.98 5.82 3.40 5.04E-6 15.00 6.98 3.16 L0003257 585828.95 4153578.25 5.79 3.40 5.04E-6 15.00 6.98 3.16 L0003258 585821.02 4153565.51 5.78 3.40 5.04E-6 15.00 6.98 3.16 L0003259 585813.10 4153552.77 5.71 3.40 5.04E-6 15.00 6.98 3.16 L0003260 585805.18 4153540.04 5.66 3.40 5.04E-6 15.00 6.98 3.16 L0003261 585797.25 4153527.30 5.65 3.40 5.04E-6 15.00 6.98 3.16 L0003262 585789.33 4153514.56 5.69 3.40 5.04E-6 15.00 6.98 3.16 L0003263 585781.40 4153501.83 5.76 3.40 5.04E-6 15.00 6.98 3.16 L0003264 585773.48 4153489.09 5.82 3.40 5.04E-6 15.00 6.98 3.16 L0003265 585765.56 4153476.36 5.89 3.40 5.04E-6 15.00 6.98 3.16 L0003266 585757.63 4153463.62 5.98 3.40 5.04E-6 15.00 6.98 3.16 L0003267 585749.71 4153450.88 6.16 3.40 5.04E-6 15.00 6.98 3.16 L0003268 585741.79 4153438.15 6.30 3.40 5.04E-6 15.00 6.98 3.16 L0003269 585733.86 4153425.41 6.33 3.40 5.04E-6 15.00 6.98 3.16 L0003270 585725.79 4153412.77 6.15 3.40 5.04E-6 15.00 6.98 3.16 L0003271 585717.40 4153400.34 5.81 3.40 5.04E-6 15.00 6.98 3.16 L0003272 585709.01 4153387.90 5.64 3.40 5.04E-6 15.00 6.98 3.16 L0003273 585700.61 4153375.47 5.55 3.40 5.04E-6 15.00 6.98 3.16 L0003274 585692.45 4153362.89 5.48 3.40 5.04E-6 15.00 6.98 3.16 L0003275 585684.42 4153350.22 5.42 3.40 5.04E-6 15.00 6.98 3.16 AERMOD View by Lakes Environmental Software SO1 - 15 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 64
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD1_PM25D L0003276 585676.39 4153337.55 5.35 3.40 5.04E-6 15.00 6.98 3.16 L0003277 585668.38 4153324.87 5.30 3.40 5.04E-6 15.00 6.98 3.16 L0003278 585660.37 4153312.18 5.22 3.40 5.04E-6 15.00 6.98 3.16 L0003279 585652.36 4153299.50 5.15 3.40 5.04E-6 15.00 6.98 3.16 L0003280 585643.90 4153287.13 5.09 3.40 5.04E-6 15.00 6.98 3.16 L0003281 585634.83 4153275.18 4.99 3.40 5.04E-6 15.00 6.98 3.16 L0003282 585625.77 4153263.23 4.90 3.40 5.04E-6 15.00 6.98 3.16 L0003283 585613.81 4153254.91 4.87 3.40 5.04E-6 15.00 6.98 3.16 L0003284 585600.15 4153248.70 4.81 3.40 5.04E-6 15.00 6.98 3.16 L0003285 585586.50 4153242.49 4.76 3.40 5.04E-6 15.00 6.98 3.16 L0003286 585572.84 4153236.29 4.74 3.40 5.04E-6 15.00 6.98 3.16 L0003287 585559.18 4153230.08 4.66 3.40 5.04E-6 15.00 6.98 3.16 L0003288 585545.53 4153223.88 4.69 3.40 5.04E-6 15.00 6.98 3.16 Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_PM25D L0003289 585990.19 4154039.89 6.80 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003290 586001.90 4154032.22 6.75 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003291 586013.61 4154024.55 6.72 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003292 586025.39 4154016.99 6.71 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003293 586037.21 4154009.49 6.72 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003294 586049.03 4154001.98 6.77 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003295 586060.85 4153994.48 6.83 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003296 586072.67 4153986.98 6.86 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003297 586084.36 4153979.28 6.88 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003298 586095.96 4153971.43 6.83 0.00 0.00005 14.00 Surface-Based 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 16 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 65
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_PM25D L0003299 586107.55 4153963.59 6.79 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003300 586119.15 4153955.75 6.76 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003301 586130.74 4153947.90 6.77 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003302 586142.34 4153940.06 6.80 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003303 586153.94 4153932.21 6.88 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003304 586165.74 4153924.70 6.90 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003305 586177.60 4153917.25 6.93 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003306 586189.46 4153909.80 7.00 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003307 586201.31 4153902.36 7.04 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003308 586213.17 4153894.91 7.04 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003309 586225.03 4153887.47 7.01 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003310 586236.88 4153880.02 6.97 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003311 586248.74 4153872.58 6.96 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003312 586260.59 4153865.13 6.90 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003313 586272.45 4153857.69 6.87 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003314 586284.31 4153850.24 6.85 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003315 586296.16 4153842.80 6.80 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003316 586308.02 4153835.35 6.76 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003317 586319.88 4153827.91 6.74 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003318 586331.73 4153820.46 6.73 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003319 586343.59 4153813.02 6.69 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003320 586355.44 4153805.57 6.66 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003321 586367.30 4153798.13 6.64 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003322 586379.16 4153790.68 6.65 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003323 586391.01 4153783.24 6.70 0.00 0.00005 14.00 Surface-Based 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 17 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 66
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_PM25D L0003324 586402.87 4153775.79 6.88 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003325 586414.73 4153768.35 6.92 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003326 586426.58 4153760.90 6.90 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003327 586438.44 4153753.46 6.85 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003328 586450.29 4153746.01 6.76 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003329 586462.15 4153738.57 6.74 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003330 586474.01 4153731.12 6.79 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003331 586485.86 4153723.68 6.71 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003332 586497.72 4153716.23 6.68 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003333 586509.58 4153708.79 6.71 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003334 586521.43 4153701.34 6.74 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003335 586533.29 4153693.90 6.71 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003336 586545.14 4153686.45 6.68 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003337 586557.00 4153679.01 6.63 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003338 586568.86 4153671.56 6.59 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003339 586580.71 4153664.12 6.56 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003340 586592.57 4153656.67 6.53 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003341 586604.43 4153649.23 6.58 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003342 586616.28 4153641.78 6.61 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003343 586628.14 4153634.34 6.63 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003344 586639.99 4153626.89 6.67 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003345 586651.85 4153619.45 6.76 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003346 586663.71 4153612.00 6.80 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003347 586675.56 4153604.56 6.85 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003348 586687.42 4153597.11 6.93 0.00 0.00005 14.00 Surface-Based 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 18 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 67
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_PM25D L0003349 586699.28 4153589.67 6.99 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003350 586711.13 4153582.22 7.07 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003351 586722.99 4153574.78 7.19 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003352 586734.85 4153567.33 7.27 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003353 586746.70 4153559.89 7.29 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003354 586758.56 4153552.45 7.27 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003355 586770.42 4153545.00 7.20 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003356 586782.27 4153537.56 7.15 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003357 586794.13 4153530.11 7.12 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003358 586805.99 4153522.67 7.11 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003359 586817.84 4153515.22 7.05 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003360 586829.70 4153507.78 7.01 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003361 586841.51 4153500.26 6.92 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003362 586853.31 4153492.72 7.02 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003363 586865.10 4153485.18 7.05 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003364 586876.89 4153477.64 7.13 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003365 586888.69 4153470.09 7.14 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003366 586900.48 4153462.55 7.16 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003367 586912.28 4153455.01 7.18 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003368 586924.07 4153447.46 7.25 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003369 586935.87 4153439.92 7.26 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003370 586947.66 4153432.38 7.22 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003371 586959.45 4153424.83 7.19 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003372 586971.25 4153417.29 7.18 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003373 586983.04 4153409.75 7.13 0.00 0.00005 14.00 Surface-Based 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 19 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 68
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_PM25D L0003374 586994.84 4153402.21 7.07 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003375 587006.63 4153394.66 7.05 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003376 587018.43 4153387.12 7.05 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003377 587030.22 4153379.58 7.03 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003378 587042.01 4153372.03 7.03 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003379 587053.81 4153364.49 7.04 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003380 587065.60 4153356.95 7.05 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003381 587077.40 4153349.40 7.02 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003382 587089.19 4153341.86 6.95 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003383 587100.98 4153334.32 6.96 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003384 587112.78 4153326.78 7.01 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003385 587124.57 4153319.23 7.05 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003386 587136.37 4153311.69 7.05 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003387 587148.16 4153304.15 7.11 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003388 587159.96 4153296.60 7.14 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003389 587171.75 4153289.06 7.14 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003390 587183.54 4153281.52 7.08 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003391 587195.34 4153273.97 7.08 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003392 587207.13 4153266.43 7.09 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003393 587218.93 4153258.89 7.04 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003394 587230.72 4153251.35 7.00 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003395 587242.52 4153243.80 6.98 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003396 587254.31 4153236.26 6.99 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003397 587266.10 4153228.72 7.01 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003398 587277.90 4153221.17 6.98 0.00 0.00005 14.00 Surface-Based 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 20 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 69
Source Pathway - Source Inputs
AERMOD
Line
Source
ID
Volume
Source
ID
X Coordinate
[m]
Y Coordinate
[m]
Base
Elevation
[m]
Release
Height
[m[
Emission
Rate
[g/s]
Length of
Side
[m]
Building
Height
[m]
Initial Lateral
Dimencion
[m]
Initial Vertical
Dimencion
[m]
ROAD2_PM25D L0003399 587289.69 4153213.63 6.93 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003400 587301.49 4153206.09 6.83 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003401 587313.28 4153198.54 6.80 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003402 587325.07 4153191.00 6.79 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003403 587336.87 4153183.46 6.84 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003404 587348.66 4153175.92 6.87 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003405 587360.46 4153168.37 6.86 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003406 587372.25 4153160.83 6.81 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003407 587384.05 4153153.29 6.84 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003408 587395.84 4153145.75 6.88 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003409 587407.64 4153138.20 6.73 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003410 587419.43 4153130.66 6.63 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003411 587431.22 4153123.12 6.57 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003412 587443.02 4153115.58 6.54 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003413 587454.81 4153108.03 6.48 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003414 587466.61 4153100.49 6.43 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003415 587478.40 4153092.95 6.46 0.00 0.00005 14.00 Surface-Based 6.51 3.16 L0003416 587490.20 4153085.41 6.57 0.00 0.00005 14.00 Surface-Based 6.51 3.16 AERMOD View by Lakes Environmental Software SO1 - 21 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 70
Source Pathway
AERMOD
Option not in use
Building Downwash Information
Emission Rate Units for Output
For Concentration
Concentration Unit Label:
Emission Unit Label:
Unit Factor: 1E6
GRAMS/SEC
MICROGRAMS/M**3
Source Group ID: PM2.5T List of Sources in Group (Source Range or Single Sources) SITE_DPM
SITE_PM25D
ROAD1_DPM
ROAD1_PM25D
ROAD2_DPM
ROAD2_PM25D
Source Group ID: DPM List of Sources in Group (Source Range or Single Sources) SITE_DPM
ROAD1_DPM
ROAD2_DPM
Source Group ID: ALL List of Sources in Group (Source Range or Single Sources) All Sources Included
Source Groups
Variable Emissions
AERMOD View by Lakes Environmental Software SO2 - 1 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 71
Source Pathway
AERMOD
Hour-of-Day / Day-of-Week Emission Rate Variation
Scenario: Scenario 1
Source ID: SITE_DPM
Weekdays
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 1.00 1.00 1.00 1.00
Day 13 - 18 0.00 1.00 1.00 1.00 1.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Saturday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Sunday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Source ID: SITE_PM25D
Weekdays
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 1.00 1.00 1.00 1.00
Day 13 - 18 0.00 1.00 1.00 1.00 1.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Saturday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Sunday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Source ID: ROAD1_DPM
Weekdays
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 1.00 1.00 1.00 1.00
Day 13 - 18 0.00 1.00 1.00 1.00 1.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Saturday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Sunday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Source ID: ROAD1_PM25D
Weekdays
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 1.00 1.00 1.00 1.00
Day 13 - 18 0.00 1.00 1.00 1.00 1.00 0.00
AERMOD View by Lakes Environmental Software SO2 - 2 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 72
Source Pathway
AERMOD
Scenario: Scenario 1
Source ID: ROAD1_PM25D
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Saturday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Sunday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Source ID: ROAD2_DPM
Weekdays
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 1.00 1.00 1.00 1.00
Day 13 - 18 0.00 1.00 1.00 1.00 1.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Saturday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Sunday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Source ID: ROAD2_PM25D
Weekdays
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 1.00 1.00 1.00 1.00
Day 13 - 18 0.00 1.00 1.00 1.00 1.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Saturday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
Sunday
Hour 1 - 6 0.00 0.00 0.00 0.00 0.00 0.00
of 7 - 12 0.00 0.00 0.00 0.00 0.00 0.00
Day 13 - 18 0.00 0.00 0.00 0.00 0.00 0.00
19 - 24 0.00 0.00 0.00 0.00 0.00 0.00
AERMOD View by Lakes Environmental Software SO2 - 3 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 73
Receptor Pathway
AERMOD
Receptor Networks
Note: Terrain Elavations and Flagpole Heights for Network Grids are in Page RE2 - 1 (If applicable) Generated Discrete Receptors for Multi-Tier (Risk) Grid and Receptor Locations for Fenceline Grid are in Page RE3 - 1 (If applicable) Discrete Receptors
Discrete Cartesian Receptors
X-Coordinate [m] Y-Coordinate [m] Terrain Elevations
Flagpole Heights [m]
(Optional)
Record
Number
Group Name
(Optional)
1 586023.01 4153808.68 WORKER 7.19
2 586004.54 4153780.36 WORKER 7.53
3 586058.72 4153788.98 WORKER 7.14
4 586035.32 4153756.96 WORKER 7.47
5 586090.74 4153771.74 WORKER 6.94
6 586071.04 4153733.56 WORKER 7.57
7 586119.06 4153754.50 WORKER 7.10
8 586100.81 4153714.66 WORKER 7.55
9 586269.30 4153781.59 WORKER 6.78
10 586247.13 4153748.34 WORKER 6.69
11 586213.88 4153720.02 WORKER 6.51
12 586173.25 4153702.78 WORKER 6.74
13 586149.85 4153670.76 WORKER 7.17
14 586116.60 4153612.88 WORKER 6.95
15 586197.87 4153694.16 WORKER 6.57
16 586175.13 4153661.70 WORKER 6.89
17 586164.49 4153629.69 WORKER 6.68
18 586138.77 4153591.95 WORKER 6.54
19 586101.82 4153556.24 WORKER 6.33
20 586090.74 4153521.76 WORKER 6.33
21 586032.55 4153360.21 WORKER 6.30
22 586160.36 4153831.28 WORKER 7.10
23 586179.40 4153818.53 WORKER 7.08
24 586170.78 4153859.17 WORKER 7.43
25 586192.15 4153845.62 WORKER 7.41
26 586091.97 4153893.65 WORKER 7.23
27 585993.46 4153915.82 WORKER 7.01
28 586020.55 4153944.14 RESIDENT 7.12
29 585942.97 4153888.73 WORKER 6.96
30 585958.97 4153873.95 WORKER 6.94
AERMOD View by Lakes Environmental Software RE1 - 1 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 74
Receptor Pathway
AERMOD
31 585923.26 4153872.72 WORKER 6.93
32 585951.59 4153855.48 WORKER 6.91
33 585935.58 4153825.92 WORKER 6.75
34 585897.40 4153833.31 WORKER 6.93
35 585821.05 4153752.04 WORKER 6.42
36 585854.30 4153728.64 WORKER 6.20
37 585764.41 4153654.75 WORKER 6.25
38 585809.97 4153617.81 WORKER 6.10
39 585727.46 4153686.77 WORKER 5.98
40 585727.46 4153557.47 WORKER 6.25
41 585632.64 4153593.18 WORKER 5.96
42 585596.93 4153643.67 WORKER 6.81
43 585574.77 4153605.49 WORKER 6.64
44 585567.38 4153643.67 WORKER 6.74
45 585535.36 4153612.88 WORKER 6.96
46 585493.49 4153487.28 WORKER 5.69
47 585518.78 4153470.47 WORKER 5.38
48 585547.74 4153454.68 WORKER 5.60
49 585580.64 4153439.69 WORKER 5.38
50 585613.45 4153422.45 WORKER 5.31
51 585463.94 4153364.13 WORKER 5.83
52 585494.72 4153348.12 WORKER 5.06
53 585535.36 4153333.35 WORKER 5.56
54 585486.10 4153302.56 WORKER 5.39
55 585729.93 4153314.87 WORKER 5.62
56 585702.84 4153157.25 WORKER 5.24
57 585924.49 4153027.95 WORKER 4.95
58 586381.36 4153684.31 WORKER 7.33
59 586311.17 4153556.24 WORKER 6.89
60 586272.99 4153471.27 WORKER 6.94
61 586218.81 4153389.99 WORKER 6.21
62 585855.89 4153993.33 WORKER 6.85
63 585881.75 4153979.20 WORKER 6.65
64 585840.76 4153965.07 WORKER 6.64
65 585926.96 4154038.96 RESIDENT 6.99
66 585955.28 4154019.26 RESIDENT 6.97
67 586194.18 4153966.31 RESIDENT 7.54
68 586201.57 4153955.22 RESIDENT 7.55
AERMOD View by Lakes Environmental Software RE1 - 2 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 75
Receptor Pathway
AERMOD
69 586218.81 4153936.75 RESIDENT 7.47
70 586239.74 4153926.90 RESIDENT 7.45
71 586253.29 4153915.82 RESIDENT 7.37
72 586266.83 4153907.20 RESIDENT 7.36
73 586284.08 4153896.11 RESIDENT 7.38
74 586298.85 4153887.49 RESIDENT 7.30
75 586311.17 4153880.11 RESIDENT 7.31
76 586324.71 4153870.25 RESIDENT 7.31
77 586339.49 4153860.40 RESIDENT 7.23
78 586357.96 4153849.32 RESIDENT 7.24
79 585830.50 4153710.51 WORKER 6.16
80 585842.50 4153704.60 WORKER 6.15
81 585716.26 4153716.40 WORKER 6.65
82 585732.98 4153706.11 WORKER 6.62
83 585824.30 4153059.90 WORKER 4.80
84 585757.46 4153777.42 WORKER 6.31
85 585821.12 4153803.10 WORKER 6.24
86 585801.25 4153814.24 WORKER 6.26
87 586070.57 4153576.44 WORKER 6.08
88 586007.79 4153996.47 RESIDENT 6.69
89 586002.76 4153987.95 RESIDENT 6.71
90 585956.11 4153997.82 RESIDENT 7.00
91 585950.70 4153982.35 GRIDR 6.87
92 585888.41 4154052.48 GRIDR 7.08
93 585935.20 4154051.04 GRIDR 6.97
94 585914.70 4154094.87 GRIDR 7.04
95 585820.64 4154097.78 GRIDR 7.05
96 585773.61 4154099.23 GRIDR 7.02
97 585961.73 4154093.42 GRIDR 6.97
98 586003.76 4154067.12 GRIDR 6.97
99 586045.79 4154040.81 GRIDR 6.92
100 586087.81 4154014.51 GRIDR 6.82
101 586129.84 4153988.20 GRIDR 7.02
102 586171.87 4153961.90 GRIDR 7.32
103 586382.01 4153830.37 GRIDR 7.24
104 586424.04 4153804.07 GRIDR 6.77
105 586466.07 4153777.76 GRIDR 7.30
106 586508.10 4153751.45 GRIDR 7.25
AERMOD View by Lakes Environmental Software RE1 - 3 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 76
Receptor Pathway
AERMOD
107 586550.13 4153725.15 GRIDR 7.24
108 586592.16 4153698.84 GRIDR 7.16
109 586634.18 4153672.54 GRIDR 7.11
110 586676.21 4153646.23 GRIDR 7.12
111 586718.24 4153619.93 GRIDR 7.11
112 586760.27 4153593.62 GRIDR 6.91
113 586802.30 4153567.32 GRIDR 7.26
114 586844.33 4153541.01 GRIDR 7.40
115 586886.36 4153514.71 GRIDR 7.05
116 586928.38 4153488.40 GRIDR 7.19
117 586970.41 4153462.10 GRIDR 7.29
118 587012.44 4153435.79 GRIDR 7.37
119 587054.47 4153409.49 GRIDR 7.51
120 587096.50 4153383.18 GRIDR 7.42
121 585941.02 4154137.26 GRIDR 7.31
122 585893.77 4154138.72 GRIDR 7.36
123 585799.29 4154141.64 GRIDR 7.06
124 585752.05 4154143.10 GRIDR 7.08
125 585988.26 4154135.81 GRIDR 7.11
126 586030.28 4154109.50 GRIDR 7.17
127 586072.31 4154083.19 GRIDR 7.12
128 586114.34 4154056.89 GRIDR 7.01
129 586156.37 4154030.58 GRIDR 7.54
130 586198.40 4154004.28 GRIDR 7.55
131 586240.43 4153977.97 GRIDR 7.22
132 586282.46 4153951.67 GRIDR 7.14
133 586324.48 4153925.36 GRIDR 7.37
134 586366.51 4153899.06 GRIDR 7.26
135 586408.54 4153872.75 GRIDR 7.16
136 586450.57 4153846.45 GRIDR 6.63
137 586492.60 4153820.14 GRIDR 7.28
138 586534.63 4153793.84 GRIDR 7.17
139 586576.65 4153767.53 GRIDR 7.02
140 586618.68 4153741.23 GRIDR 7.26
141 586660.71 4153714.92 GRIDR 6.81
142 586702.74 4153688.62 GRIDR 7.15
143 586744.77 4153662.31 GRIDR 7.42
144 586786.80 4153636.01 GRIDR 6.66
AERMOD View by Lakes Environmental Software RE1 - 4 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 77
Receptor Pathway
AERMOD
145 586828.83 4153609.70 GRIDR 7.21
146 586870.85 4153583.40 GRIDR 7.41
147 586912.88 4153557.09 GRIDR 7.17
148 586954.91 4153530.79 GRIDR 7.03
149 586996.94 4153504.48 GRIDR 7.26
150 587038.97 4153478.18 GRIDR 7.42
151 587081.00 4153451.87 GRIDR 7.41
152 587123.03 4153425.57 GRIDR 7.48
153 587136.57 4153358.10 GRIDR 7.39
154 587176.63 4153333.03 GRIDR 7.56
155 587216.69 4153307.95 GRIDR 7.78
156 587256.75 4153282.88 GRIDR 7.60
157 587296.82 4153257.80 GRIDR 7.26
158 587336.88 4153232.73 GRIDR 7.28
159 587376.94 4153207.65 GRIDR 7.07
160 587417.00 4153182.58 GRIDR 7.22
161 587457.06 4153157.50 GRIDR 7.06
162 587163.09 4153400.49 GRIDR 7.29
163 587203.16 4153375.41 GRIDR 7.70
164 587243.22 4153350.34 GRIDR 7.56
165 587283.28 4153325.26 GRIDR 7.81
166 587323.34 4153300.19 GRIDR 7.06
167 587363.40 4153275.11 GRIDR 7.33
168 587403.47 4153250.04 GRIDR 7.07
169 587443.53 4153224.96 GRIDR 7.31
170 587483.59 4153199.89 GRIDR 6.93
Plant Boundary Receptors
Receptor Groups
Group ID Group Description
Record
Number
1 WORKER Worker - Non-Residential Receptors
2 RESIDENT Residential Receptors
3 FENCEPRI Cartesian plant boundary Primary Receptors
4 FENCEGRD Receptors generated from Fenceline Grid
5 GRIDR Residential receptors from Fenceline Grid
AERMOD View by Lakes Environmental Software RE1 - 5 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 78
Meteorology Pathway
AERMOD
Met Input Data
Surface Met Data
Profile Met Data
..\MET\KHWD13_17.SFC
Default AERMET format
Filename:
Format Type:
Filename:
Format Type:
..\MET\KHWD13_17.PFL
Potential Temperature Profile
Base Elevation above MSL (for Primary Met Tower): 13.10 [m] Wind Direction
Rotation Adjustment [deg]:
Meteorological Station Data
Upper Air
Station No. Year Station Name
Surface
Stations X Coordinate [m] Y Coordinate [m]
2013
2013 OAKLAND/WSO AP
Default AERMET format
Wind Speed
Wind Speeds are Vector Mean (Not Scalar Means)
Data Period
Start Date: 1/1/2013 Start Hour: 1 End Date: 12/31/2017 End Hour: 24 Data Period to Process
10.8 8.23
5.14 3.09
1.54 No Upper Bound
Wind Speed [m/s] Stability Category Wind Speed [m/s]
F
E
D
C
B
A
Stability Category
Wind Speed Categories
AERMOD View by Lakes Environmental Software ME - 1 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 79
Output Pathway
AERMOD
AERMOD View by Lakes Environmental Software OU - 1 5/10/2024 Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
Attachment A 80
Results Summary
Newark Central Avenue Warehouse Project
Construction HRA - PM10 and PM2.5 (Total)
PM10 - Concentration - Source Group: DPM
Averaging
Period Rank Peak
X
(m)
Y
(m)
ZELEV
(m)
ZHILL
(m)
Peak Date,
Start Hour
ZFLAG
(m) Units
PERIOD 0.02928 ug/m^3 586070.57 4153576.44 6.08 0.00 6.08 PM10 - Concentration - Source Group: PM2.5T
Averaging
Period Rank Peak
X
(m)
Y
(m)
ZELEV
(m)
ZHILL
(m)
Peak Date,
Start Hour
ZFLAG
(m) Units
PERIOD 0.21510 ug/m^3 586070.57 4153576.44 6.08 0.00 6.08 AERMOD View by Lakes Environmental Software 5/10/2024
Project File: F:\Jobs\25700013\ConHRA\ConHRA.isc
RS - 1 of 1
Attachment A 81
HEALTH RISK ASSESSMENT CALCULATIONS
The HRA was conducted utilizing the CARB’s Hot Spots Analysis and Reporting Program Version 2 (HARP2) to automatically calculate risks for the projects using OEHHA promulgated cancer potency and reference exposure levels. (HARP2) is the recommended model for calculating and presenting HRA results because it follows the district’s risk assessment guidance methodology and is consistent with the Air District’s Regulation 2-5. Since AERMOD was run with project emission rates to directly calculate potential DPM and PM2.5 concentrations, the Health Risk Assessment Standalone Tool (RAST) version of HARP2 was used.
The HRA follows BAAQMD CEQA Guidelines, based on OEHHA Guidance. This risk assessment intake methodology addresses children’s greater sensitivity and health impacts from early exposure to carcinogenic compounds. The chemical intake or dose describing the frequency and duration of the exposure is estimated using receptor’s breathing rates, exposure duration, and exposure frequency.
The calculations include the use of age-specific weighting factors, breathing rates, fraction of time at home, and reduced exposure durations.
These factors are described below, followed by a summary of the HARP2 HRA inputs and cancer and noncancer risk results for selected for each receptor group (i.e., resident, off-site worker, and student).
Age Sensitivity Factors – Studies have shown that young animals are more sensitive than adult animals to exposure to many carcinogens (OEHHA, 2009). Therefore, OEHHA developed age sensitivity factors (ASFs) to account for the increased sensitivity to carcinogens during early-in-life exposures. Accordingly, the cancer risk methodology applies different ASFs by age groups. The ASFs utilized a 10-fold multiplier in sensitivity for the third trimester and infants less than age 2, a 3-fold increase in sensitivity for children ages 2 to 16 years old, and a sensitivity factor of 1 for ages 16 and older.
Daily breathing rates (age-specific daily air intake) – For residential receptors, the HRA utilizes the 95th percentile breathing rates for the most sensitive age groups (less than 2 years of age) and 80th percentile for all other age groups. This approach jointly developed by ARB and CAPCOA1 and adopted by BAAQMD2 is referred to as the “Risk Management Policy” and was developed to consider the new science in risk assessment while providing a reasonable estimate of potential cancer risk for risk management decisions. and used in this HRA. For worker exposure, the HRA uses 95th percentile 8-hour breathing rates for moderate intensity activities.3
Time at home – The time at home applies only applies to residential receptors. Residents are assumed to be at home 350 days per year, which assumes individuals are away for approximately 2 weeks of 1 California Air Resources Board (ARB) and California Air Pollution Control Officers Association (CAPCOA). 2015. Risk Management Guidance for Stationary Sources of Air Toxics. July 23. Website: https://ww2.arb.ca.gov/sites/default/files/classic/toxics/rma/rmgssat.pdf. Accessed April 8, 2024.
2 Bay Area Air Quality Management District (BAAQMD). 2022. California Environmental Quality Act – Air Quality Guidelines Appendix E:
Recommended Methods for Screening and Modeling Local Risks and Hazards. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/appendix-e-recommended-methods-forscreening-and-modeling-local-risks-and-hazards_final-pdf.pdf?rev=b8917a27345a4a629fc18fc8650951e4&sc_lang=en. Accessed March 7, 2024.
3 Office of Environmental Health Hazard Assessment (OEHHA). 2015. The Air Toxics Hot Spots Program Guidance Manual for Preparation of Health Risk Assessments. Website: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf. Accessed March 29, 2024.
Attachment A 82
vacation. The fraction of time at home refers to the estimated amount of time residents stay at home during these 350 days. The HRA uses the OEHHA and BAAQMD recommended values of 73% time at home for 16-year-olds and above based on based on population and activity statistics. The HRA also assumes 100 percent time at home for receptors under age 16 to address exposures at local schools close to emitting sources. Even though infants and children may not be at their residence all the time, they are likely to remain in the neighborhood (at schools or neighbors) and would be exposed to similar levels of the pollutants.
Exposure Duration - OEHHA 2015 guidelines specify a 30-year residential exposure duration for estimating cancer risk at the maximum exposed individual resident (MEIR). This is based on studies showing that 30 years is a reasonable estimate of the 90th to 95th percentile of residency duration in the population. A 25-year standard exposure duration is the default to estimate cancer risk for off-site workers. However, risk assessors can use other exposure durations with proper justification and documentation. The short-term construction emissions are evaluated for the duration of construction, which is 200 working days or 0.75 years.
ResidenƟal Cancer Risk
Cancer risk for individual resident receptors exposed to “Diesel Particulate Exhaust” (DPM) were calculated utilizing the “Risk Management Policy” option for inhalation, specifying that residents spend 100% time at home for ages less than 16 years old. Consistent with OEHHA guidance, the start of residential exposure was assumed to occur in the third trimester (-0.25 years) to accommodate the increased susceptibility of exposures in early life. Since the construction is anticipated to occur for 200 days or 0.75 years, the residential exposure starts with the unborn child at the third trimester (when construction begins) and continues until the child is 0.5 years of age. Because there are no significant sources of TAC emissions during operations, the exposure assessment is limited to the duration of the proposed project construction or 0.75 years.
Worker Cancer Risk
Cancer risk and the chronic hazard index was calculated for the maximum impacted off-site worker based on the maximum DPM concentraƟon at idenƟfied off-site receptors. 8-hour breathing rates for moderate intensity acƟviƟes of 230 L/kg-8 hrs (applicable to 16–70-year adults) were used to calculate the daily dose via the inhalaƟon route to the worker. The analysis assumes a start age of 16 years and an exposure duraƟon equivalent to the construcƟon duraƟon of 0.75 years.
Since the construcƟon emissions were modeled as a non-conƟnuous source, the worker adjustment factor was used to adjust for the proper exposure concentraƟon. When modeling a non-conƟnuously emiƫng source (e.g., operaƟng for eight hours per day and five days per week), the modeled long-term average concentraƟons are based on 24 hours a day and seven days per week for the period of the meteorological data set. Even though the emiƫng source is modeled using a non-conƟnuous emissions schedule, the long-term concentraƟon is sƟll based on 24 hours a day and seven days per week. Thus, this concentraƟon includes the zero hours when the source was not operaƟng.
The worker adjustment factor (WAF) is used to determine the long-term concentraƟon the worker is breathing during their work shiŌ. Therefore, the long-term concentraƟon is adjusted so it is based only on the hours when the worker is present. For this project, assuming the emiƫng source and worker’s Attachment A 83
schedules are the same, the adjustment factor is 4.2 = (24 hours per day/8 hours per shiŌ)x(7 days in a week/5 days in a work week).
HARP2 provides for the specificaƟon of the WAF for worker cancer risk assessments, and this was entered as 4.2 to make this adjustment.
Noncancer Chronic Health Risks
Chronic RELs are used to assess not only residential health impacts, but also worker and student health impacts.
Potential chronic noncancer health impacts use the long-term annual average concentration regardless of the emitting facility’s schedule. As per OEHHA guidance, no adjustment factors were used to adjust this concentration for workers.
HARP2 Inputs and Results
HARP2 Output files are included to document the HRA exposure parameters and risk results.
The results are provided as follows:
Cancer Risk for Maximum Exposed Individual Resident (MEIR) Cancer Risk for Maximum Exposed Individual Worker (MEIW) Cancer and Non-Cancer Chronic Risks for All ResidenƟal Receptors within 1,000 Ō of Project Boundary (and extended area to capture the MEIR)
Cancer and Non-Cancer Chronic Risks for All Non-ResidenƟal Receptors within 1,000 Ō of Project Boundary
Attachment A 84
HARP2 - HRACalc (dated 22118) 5/11/2024 6:03:53 AM - Output Log GLCs loaded successfully
Pollutants loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: Cancer
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: -0.25
Total Exposure Duration: 0.5
Exposure Duration Bin Distribution
3rd Trimester Bin: 0.25
0<2 Years Bin: 0.5
2<9 Years Bin: 0
2<16 Years Bin: 0
16<30 Years Bin: 0
16 to 70 Years Bin: 0
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: False
Dermal: False
Mother's milk: False
Water: False
Fish: False
Homegrown crops: False
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: RMP
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: ON
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating cancer risk
Cancer risk saved to: F:\Jobs\25700013\HARP\MEIR_CancerRisk.csv HRA ran successfully
Attachment A 85
*HARP - HRACalc v22118 5/11/2024 6:03:53 AM -
Cancer Risk - Input File: F:\Jobs\25700013\HARP\MEIR_HRAInput.hra UTME UTMN Pollutant Conc (ug/m3) Risk Scenario Inhalation Risk 586634.18 4153672.54 DieselExhPM 0.00124 1.187e-07 0.5YrCancerRMP_Inh_FAH16to70 1.187e-07 Attachment A 86
HARP2 - HRACalc (dated 22118) 5/11/2024 4:56:55 AM - Output Log GLCs loaded successfully
Pollutants loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Worker
Scenario: Cancer
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: 16
Total Exposure Duration: 0.75
Exposure Duration Bin Distribution
3rd Trimester Bin: 0
0<2 Years Bin: 0
2<9 Years Bin: 0
2<16 Years Bin: 0
16<30 Years Bin: 0.75
16 to 70 Years Bin: 0
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: True
Dermal: True
Mother's milk: False
Water: False
Fish: False
Homegrown crops: False
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: Moderate8HR
**Worker Adjustment Factors**
NOTE: The worker adjustment factors below are only used for cancer assessments. However, the GLC adjustment factor is also applied to 8-hr noncancer chronic assessments.
Worker adjustments factors enabled: YES
GLC adjustment factor: 4.2
Exposure frequency: 250
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: OFF
**********************************
SOIL & DERMAL PATHWAY SETTINGS
Deposition rate (m/s): 0.05
Soil mixing depth (m): 0.01
Dermal climate: Mixed
**********************************
Attachment A 87
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating cancer risk
Cancer risk saved to: F:\Jobs\25700013\HARP\MEIW_CancerRisk.csv HRA ran successfully
Attachment A 88
*HARP - HRACalc v22118 5/11/2024 4:56:55 AM -
Cancer Risk - Input File: F:\Jobs\25700013\HARP\MEIW_HRAInput.hra UTME UTMN Pollutant Conc (ug/m3) Risk Scenario Inhalation Risk 586070.57 4153576.44 DieselExhPM 0.02928 2.3825e-07 0.75YrCancerHighEnd_InhSoilDerm 2.3825e-07 Attachment A 89
HARP2 - HRACalc (dated 22118) 5/10/2024 5:07:08 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: Cancer
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: -0.25
Total Exposure Duration: 0.5
Exposure Duration Bin Distribution
3rd Trimester Bin: 0.25
0<2 Years Bin: 0.5
2<9 Years Bin: 0
2<16 Years Bin: 0
16<30 Years Bin: 0
16 to 70 Years Bin: 0
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: False
Dermal: False
Mother's milk: False
Water: False
Fish: False
Homegrown crops: False
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: RMP
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: ON
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating cancer risk
Cancer risk saved to: F:\Jobs\25700013\HARP\ResidentCancer_CancerRisk.csv HRA ran successfully
Attachment A 90
*HARP - HRACalc v22118 5/10/2024 5:07:08 PM -
Cancer Risk - Input File: F:\Jobs\25700013\HARP\ResidentCancer_HRAInput.hra UTME UTMN Pollutant Conc (ug/m3) Risk Scenario Inhalation Risk 586021 4153944 DieselExhPM 0.00101 9.668e-08 0.5YrCancerRMP_Inh_FAH16to70 9.668e-08 585927 4154039 DieselExhPM 0.00061 5.8391e-08 0.5YrCancerRMP_Inh_FAH16to70 5.8391e-08 585955 4154019 DieselExhPM 0.00068 6.5091e-08 0.5YrCancerRMP_Inh_FAH16to70 6.5091e-08 586194 4153966 DieselExhPM 0.00082 7.8493e-08 0.5YrCancerRMP_Inh_FAH16to70 7.8493e-08 586202 4153955 DieselExhPM 0.00087 8.3279e-08 0.5YrCancerRMP_Inh_FAH16to70 8.3279e-08 586219 4153937 DieselExhPM 0.00094 8.9979e-08 0.5YrCancerRMP_Inh_FAH16to70 8.9979e-08 586240 4153927 DieselExhPM 0.00091 8.7108e-08 0.5YrCancerRMP_Inh_FAH16to70 8.7108e-08 586253 4153916 DieselExhPM 0.00094 8.9979e-08 0.5YrCancerRMP_Inh_FAH16to70 8.9979e-08 586267 4153907 DieselExhPM 0.00095 9.0936e-08 0.5YrCancerRMP_Inh_FAH16to70 9.0936e-08 586284 4153896 DieselExhPM 0.00096 9.1894e-08 0.5YrCancerRMP_Inh_FAH16to70 9.1894e-08 586299 4153887 DieselExhPM 0.00096 9.1894e-08 0.5YrCancerRMP_Inh_FAH16to70 9.1894e-08 586311 4153880 DieselExhPM 0.00096 9.1894e-08 0.5YrCancerRMP_Inh_FAH16to70 9.1894e-08 586325 4153870 DieselExhPM 0.00099 9.4765e-08 0.5YrCancerRMP_Inh_FAH16to70 9.4765e-08 586339 4153860 DieselExhPM 0.001 9.5723e-08 0.5YrCancerRMP_Inh_FAH16to70 9.5723e-08 586358 4153849 DieselExhPM 0.00101 9.668e-08 0.5YrCancerRMP_Inh_FAH16to70 9.668e-08 586008 4153996 DieselExhPM 0.00082 7.8493e-08 0.5YrCancerRMP_Inh_FAH16to70 7.8493e-08 586003 4153988 DieselExhPM 0.00082 7.8493e-08 0.5YrCancerRMP_Inh_FAH16to70 7.8493e-08 585956 4153998 DieselExhPM 0.00074 7.0835e-08 0.5YrCancerRMP_Inh_FAH16to70 7.0835e-08 585951 4153982 DieselExhPM 0.0008 7.6578e-08 0.5YrCancerRMP_Inh_FAH16to70 7.6578e-08 585888 4154052 DieselExhPM 0.00058 5.5519e-08 0.5YrCancerRMP_Inh_FAH16to70 5.5519e-08 585935 4154051 DieselExhPM 0.00058 5.5519e-08 0.5YrCancerRMP_Inh_FAH16to70 5.5519e-08 585915 4154095 DieselExhPM 0.00049 4.6904e-08 0.5YrCancerRMP_Inh_FAH16to70 4.6904e-08 585821 4154098 DieselExhPM 0.00048 4.5947e-08 0.5YrCancerRMP_Inh_FAH16to70 4.5947e-08 585774 4154099 DieselExhPM 0.00046 4.4032e-08 0.5YrCancerRMP_Inh_FAH16to70 4.4032e-08 585962 4154093 DieselExhPM 0.00049 4.6904e-08 0.5YrCancerRMP_Inh_FAH16to70 4.6904e-08 586004 4154067 DieselExhPM 0.0006 5.7434e-08 0.5YrCancerRMP_Inh_FAH16to70 5.7434e-08 586046 4154041 DieselExhPM 0.00078 7.4664e-08 0.5YrCancerRMP_Inh_FAH16to70 7.4664e-08 586088 4154015 DieselExhPM 0.00097 9.2851e-08 0.5YrCancerRMP_Inh_FAH16to70 9.2851e-08 586130 4153988 DieselExhPM 0.00109 1.0434e-07 0.5YrCancerRMP_Inh_FAH16to70 1.0434e-07 586172 4153962 DieselExhPM 0.00101 9.668e-08 0.5YrCancerRMP_Inh_FAH16to70 9.668e-08 586382 4153830 DieselExhPM 0.00108 1.0338e-07 0.5YrCancerRMP_Inh_FAH16to70 1.0338e-07 586424 4153804 DieselExhPM 0.00112 1.0721e-07 0.5YrCancerRMP_Inh_FAH16to70 1.0721e-07 586466 4153778 DieselExhPM 0.00115 1.1008e-07 0.5YrCancerRMP_Inh_FAH16to70 1.1008e-07 586508 4153751 DieselExhPM 0.00119 1.1391e-07 0.5YrCancerRMP_Inh_FAH16to70 1.1391e-07 586550 4153725 DieselExhPM 0.00121 1.1582e-07 0.5YrCancerRMP_Inh_FAH16to70 1.1582e-07 586592 4153699 DieselExhPM 0.00123 1.1774e-07 0.5YrCancerRMP_Inh_FAH16to70 1.1774e-07 Attachment
586634 4153673 DieselExhPM 0.00124 1.187e-07 0.5YrCancerRMP_Inh_FAH16to70 1.187e-07 A 91
586676 4153646 DieselExhPM 0.00124 1.187e-07 0.5YrCancerRMP_Inh_FAH16to70 1.187e-07 586718 4153620 DieselExhPM 0.00123 1.1774e-07 0.5YrCancerRMP_Inh_FAH16to70 1.1774e-07 586760 4153594 DieselExhPM 0.00122 1.1678e-07 0.5YrCancerRMP_Inh_FAH16to70 1.1678e-07 586802 4153567 DieselExhPM 0.0012 1.1487e-07 0.5YrCancerRMP_Inh_FAH16to70 1.1487e-07 586844 4153541 DieselExhPM 0.00117 1.12e-07 0.5YrCancerRMP_Inh_FAH16to70 1.12e-07 586886 4153515 DieselExhPM 0.00114 1.0912e-07 0.5YrCancerRMP_Inh_FAH16to70 1.0912e-07 586928 4153488 DieselExhPM 0.00111 1.0625e-07 0.5YrCancerRMP_Inh_FAH16to70 1.0625e-07 586970 4153462 DieselExhPM 0.00107 1.0242e-07 0.5YrCancerRMP_Inh_FAH16to70 1.0242e-07 587012 4153436 DieselExhPM 0.00104 9.9552e-08 0.5YrCancerRMP_Inh_FAH16to70 9.9552e-08 587054 4153409 DieselExhPM 0.001 9.5723e-08 0.5YrCancerRMP_Inh_FAH16to70 9.5723e-08 587097 4153383 DieselExhPM 0.00097 9.2851e-08 0.5YrCancerRMP_Inh_FAH16to70 9.2851e-08 585941 4154137 DieselExhPM 0.00041 3.9246e-08 0.5YrCancerRMP_Inh_FAH16to70 3.9246e-08 585894 4154139 DieselExhPM 0.00042 4.0203e-08 0.5YrCancerRMP_Inh_FAH16to70 4.0203e-08 585799 4154142 DieselExhPM 0.00042 4.0203e-08 0.5YrCancerRMP_Inh_FAH16to70 4.0203e-08 585752 4154143 DieselExhPM 0.0004 3.8289e-08 0.5YrCancerRMP_Inh_FAH16to70 3.8289e-08 585988 4154136 DieselExhPM 0.0004 3.8289e-08 0.5YrCancerRMP_Inh_FAH16to70 3.8289e-08 586030 4154110 DieselExhPM 0.00044 4.2118e-08 0.5YrCancerRMP_Inh_FAH16to70 4.2118e-08 586072 4154083 DieselExhPM 0.00048 4.5947e-08 0.5YrCancerRMP_Inh_FAH16to70 4.5947e-08 586114 4154057 DieselExhPM 0.00052 4.9776e-08 0.5YrCancerRMP_Inh_FAH16to70 4.9776e-08 586156 4154031 DieselExhPM 0.00055 5.2647e-08 0.5YrCancerRMP_Inh_FAH16to70 5.2647e-08 586198 4154004 DieselExhPM 0.00058 5.5519e-08 0.5YrCancerRMP_Inh_FAH16to70 5.5519e-08 586240 4153978 DieselExhPM 0.0006 5.7434e-08 0.5YrCancerRMP_Inh_FAH16to70 5.7434e-08 586282 4153952 DieselExhPM 0.00062 5.9348e-08 0.5YrCancerRMP_Inh_FAH16to70 5.9348e-08 586324 4153925 DieselExhPM 0.00063 6.0305e-08 0.5YrCancerRMP_Inh_FAH16to70 6.0305e-08 586367 4153899 DieselExhPM 0.00065 6.222e-08 0.5YrCancerRMP_Inh_FAH16to70 6.222e-08 586409 4153873 DieselExhPM 0.00068 6.5091e-08 0.5YrCancerRMP_Inh_FAH16to70 6.5091e-08 586451 4153846 DieselExhPM 0.0007 6.7006e-08 0.5YrCancerRMP_Inh_FAH16to70 6.7006e-08 586493 4153820 DieselExhPM 0.00073 6.9878e-08 0.5YrCancerRMP_Inh_FAH16to70 6.9878e-08 586535 4153794 DieselExhPM 0.00076 7.2749e-08 0.5YrCancerRMP_Inh_FAH16to70 7.2749e-08 586577 4153768 DieselExhPM 0.00078 7.4664e-08 0.5YrCancerRMP_Inh_FAH16to70 7.4664e-08 586619 4153741 DieselExhPM 0.0008 7.6578e-08 0.5YrCancerRMP_Inh_FAH16to70 7.6578e-08 586661 4153715 DieselExhPM 0.00082 7.8493e-08 0.5YrCancerRMP_Inh_FAH16to70 7.8493e-08 586703 4153689 DieselExhPM 0.00083 7.945e-08 0.5YrCancerRMP_Inh_FAH16to70 7.945e-08 586745 4153662 DieselExhPM 0.00083 7.945e-08 0.5YrCancerRMP_Inh_FAH16to70 7.945e-08 586787 4153636 DieselExhPM 0.00084 8.0407e-08 0.5YrCancerRMP_Inh_FAH16to70 8.0407e-08 586829 4153610 DieselExhPM 0.00083 7.945e-08 0.5YrCancerRMP_Inh_FAH16to70 7.945e-08 586871 4153583 DieselExhPM 0.00082 7.8493e-08 0.5YrCancerRMP_Inh_FAH16to70 7.8493e-08 586913 4153557 DieselExhPM 0.00081 7.7535e-08 0.5YrCancerRMP_Inh_FAH16to70 7.7535e-08 586955 4153531 DieselExhPM 0.00079 7.5621e-08 0.5YrCancerRMP_Inh_FAH16to70 7.5621e-08 586997 4153504 DieselExhPM 0.00077 7.3706e-08 0.5YrCancerRMP_Inh_FAH16to70 7.3706e-08 Attachment A 92
587039 4153478 DieselExhPM 0.00075 7.1792e-08 0.5YrCancerRMP_Inh_FAH16to70 7.1792e-08 587081 4153452 DieselExhPM 0.00073 6.9878e-08 0.5YrCancerRMP_Inh_FAH16to70 6.9878e-08 587123 4153426 DieselExhPM 0.00071 6.7963e-08 0.5YrCancerRMP_Inh_FAH16to70 6.7963e-08 587137 4153358 DieselExhPM 0.00094 8.9979e-08 0.5YrCancerRMP_Inh_FAH16to70 8.9979e-08 587177 4153333 DieselExhPM 0.00091 8.7108e-08 0.5YrCancerRMP_Inh_FAH16to70 8.7108e-08 587217 4153308 DieselExhPM 0.00088 8.4236e-08 0.5YrCancerRMP_Inh_FAH16to70 8.4236e-08 587257 4153283 DieselExhPM 0.00085 8.1364e-08 0.5YrCancerRMP_Inh_FAH16to70 8.1364e-08 587297 4153258 DieselExhPM 0.00082 7.8493e-08 0.5YrCancerRMP_Inh_FAH16to70 7.8493e-08 587337 4153233 DieselExhPM 0.00079 7.5621e-08 0.5YrCancerRMP_Inh_FAH16to70 7.5621e-08 587377 4153208 DieselExhPM 0.00077 7.3706e-08 0.5YrCancerRMP_Inh_FAH16to70 7.3706e-08 587417 4153183 DieselExhPM 0.00074 7.0835e-08 0.5YrCancerRMP_Inh_FAH16to70 7.0835e-08 587457 4153158 DieselExhPM 0.00071 6.7963e-08 0.5YrCancerRMP_Inh_FAH16to70 6.7963e-08 587163 4153400 DieselExhPM 0.00069 6.6049e-08 0.5YrCancerRMP_Inh_FAH16to70 6.6049e-08 587203 4153375 DieselExhPM 0.00066 6.3177e-08 0.5YrCancerRMP_Inh_FAH16to70 6.3177e-08 587243 4153350 DieselExhPM 0.00064 6.1262e-08 0.5YrCancerRMP_Inh_FAH16to70 6.1262e-08 587283 4153325 DieselExhPM 0.00062 5.9348e-08 0.5YrCancerRMP_Inh_FAH16to70 5.9348e-08 587323 4153300 DieselExhPM 0.0006 5.7434e-08 0.5YrCancerRMP_Inh_FAH16to70 5.7434e-08 587363 4153275 DieselExhPM 0.00058 5.5519e-08 0.5YrCancerRMP_Inh_FAH16to70 5.5519e-08 587403 4153250 DieselExhPM 0.00056 5.3605e-08 0.5YrCancerRMP_Inh_FAH16to70 5.3605e-08 587444 4153225 DieselExhPM 0.00054 5.169e-08 0.5YrCancerRMP_Inh_FAH16to70 5.169e-08 587484 4153200 DieselExhPM 0.00051 4.8819e-08 0.5YrCancerRMP_Inh_FAH16to70 4.8819e-08 Attachment A 93
HARP2 - HRACalc (dated 22118) 5/10/2024 5:07:44 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Resident
Scenario: NCChronic
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
**Exposure duration are only adjusted for cancer assessments** **********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: False
Dermal: False
Mother's milk: False
Water: False
Fish: False
Homegrown crops: False
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: RMP
**Worker Adjustment Factors**
Worker adjustment factors enabled: NO
**Fraction at time at home**
NOTE: Exposure duration (i.e., start age, end age, ED, & FAH) are only adjusted for cancer assessments. **********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating chronic risk
Chronic risk saved to: F:\Jobs\25700013\HARP\ResidentChronic_NCChronicRisk.csv HRA ran successfully
Attachment A 94
*HARP - HRACalc v22118 5/10/2024 5:07:44 PM -
Chronic Risk - Input File: F:\Jobs\25700013\HARP\ResidentChronic_HRAInput.hra UTME UTMN Pollutant Conc (ug/m3) CV CNS IMMUN KIDNEY GILV REPRO RESP SKIN EYE B/T ENDO BLOOD ODOR GEN 586021 4153944 DieselExhPM 0.00101 0.0 0.0 0.0 0.0 0.0 0.0 0.000202 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585927 4154039 DieselExhPM 0.00061 0.0 0.0 0.0 0.0 0.0 0.0 0.000122 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585955 4154019 DieselExhPM 0.00068 0.0 0.0 0.0 0.0 0.0 0.0 0.000136 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586194 4153966 DieselExhPM 0.00082 0.0 0.0 0.0 0.0 0.0 0.0 0.000164 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586202 4153955 DieselExhPM 0.00087 0.0 0.0 0.0 0.0 0.0 0.0 0.000174 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586219 4153937 DieselExhPM 0.00094 0.0 0.0 0.0 0.0 0.0 0.0 0.000188 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586240 4153927 DieselExhPM 0.00091 0.0 0.0 0.0 0.0 0.0 0.0 0.000182 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586253 4153916 DieselExhPM 0.00094 0.0 0.0 0.0 0.0 0.0 0.0 0.000188 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586267 4153907 DieselExhPM 0.00095 0.0 0.0 0.0 0.0 0.0 0.0 0.00019 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586284 4153896 DieselExhPM 0.00096 0.0 0.0 0.0 0.0 0.0 0.0 0.000192 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586299 4153887 DieselExhPM 0.00096 0.0 0.0 0.0 0.0 0.0 0.0 0.000192 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586311 4153880 DieselExhPM 0.00096 0.0 0.0 0.0 0.0 0.0 0.0 0.000192 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586325 4153870 DieselExhPM 0.00099 0.0 0.0 0.0 0.0 0.0 0.0 0.000198 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586339 4153860 DieselExhPM 0.001 0.0 0.0 0.0 0.0 0.0 0.0 0.0002 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586358 4153849 DieselExhPM 0.00101 0.0 0.0 0.0 0.0 0.0 0.0 0.000202 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586008 4153996 DieselExhPM 0.00082 0.0 0.0 0.0 0.0 0.0 0.0 0.000164 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586003 4153988 DieselExhPM 0.00082 0.0 0.0 0.0 0.0 0.0 0.0 0.000164 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585956 4153998 DieselExhPM 0.00074 0.0 0.0 0.0 0.0 0.0 0.0 0.000148 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585951 4153982 DieselExhPM 0.0008 0.0 0.0 0.0 0.0 0.0 0.0 0.00016 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585888 4154052 DieselExhPM 0.00058 0.0 0.0 0.0 0.0 0.0 0.0 0.000116 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585935 4154051 DieselExhPM 0.00058 0.0 0.0 0.0 0.0 0.0 0.0 0.000116 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585915 4154095 DieselExhPM 0.00049 0.0 0.0 0.0 0.0 0.0 0.0 9.8e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585821 4154098 DieselExhPM 0.00048 0.0 0.0 0.0 0.0 0.0 0.0 9.6e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585774 4154099 DieselExhPM 0.00046 0.0 0.0 0.0 0.0 0.0 0.0 9.2e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585962 4154093 DieselExhPM 0.00049 0.0 0.0 0.0 0.0 0.0 0.0 9.8e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586004 4154067 DieselExhPM 0.0006 0.0 0.0 0.0 0.0 0.0 0.0 0.00012 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Attachment
586046 4154041 DieselExhPM 0.00078 0.0 0.0 0.0 0.0 0.0 0.0 0.000156 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A 95
586088 4154015 DieselExhPM 0.00097 0.0 0.0 0.0 0.0 0.0 0.0 0.000194 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586130 4153988 DieselExhPM 0.00109 0.0 0.0 0.0 0.0 0.0 0.0 0.000218 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586172 4153962 DieselExhPM 0.00101 0.0 0.0 0.0 0.0 0.0 0.0 0.000202 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586382 4153830 DieselExhPM 0.00108 0.0 0.0 0.0 0.0 0.0 0.0 0.000216 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586424 4153804 DieselExhPM 0.00112 0.0 0.0 0.0 0.0 0.0 0.0 0.000224 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586466 4153778 DieselExhPM 0.00115 0.0 0.0 0.0 0.0 0.0 0.0 0.00023 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586508 4153751 DieselExhPM 0.00119 0.0 0.0 0.0 0.0 0.0 0.0 0.000238 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586550 4153725 DieselExhPM 0.00121 0.0 0.0 0.0 0.0 0.0 0.0 0.000242 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586592 4153699 DieselExhPM 0.00123 0.0 0.0 0.0 0.0 0.0 0.0 0.000246 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586634 4153673 DieselExhPM 0.00124 0.0 0.0 0.0 0.0 0.0 0.0 0.000248 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586676 4153646 DieselExhPM 0.00124 0.0 0.0 0.0 0.0 0.0 0.0 0.000248 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586718 4153620 DieselExhPM 0.00123 0.0 0.0 0.0 0.0 0.0 0.0 0.000246 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586760 4153594 DieselExhPM 0.00122 0.0 0.0 0.0 0.0 0.0 0.0 0.000244 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586802 4153567 DieselExhPM 0.0012 0.0 0.0 0.0 0.0 0.0 0.0 0.00024 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586844 4153541 DieselExhPM 0.00117 0.0 0.0 0.0 0.0 0.0 0.0 0.000234 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586886 4153515 DieselExhPM 0.00114 0.0 0.0 0.0 0.0 0.0 0.0 0.000228 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586928 4153488 DieselExhPM 0.00111 0.0 0.0 0.0 0.0 0.0 0.0 0.000222 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586970 4153462 DieselExhPM 0.00107 0.0 0.0 0.0 0.0 0.0 0.0 0.000214 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587012 4153436 DieselExhPM 0.00104 0.0 0.0 0.0 0.0 0.0 0.0 0.000208 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587054 4153409 DieselExhPM 0.001 0.0 0.0 0.0 0.0 0.0 0.0 0.0002 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587097 4153383 DieselExhPM 0.00097 0.0 0.0 0.0 0.0 0.0 0.0 0.000194 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585941 4154137 DieselExhPM 0.00041 0.0 0.0 0.0 0.0 0.0 0.0 8.2e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585894 4154139 DieselExhPM 0.00042 0.0 0.0 0.0 0.0 0.0 0.0 8.4e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585799 4154142 DieselExhPM 0.00042 0.0 0.0 0.0 0.0 0.0 0.0 8.4e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585752 4154143 DieselExhPM 0.0004 0.0 0.0 0.0 0.0 0.0 0.0 8e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585988 4154136 DieselExhPM 0.0004 0.0 0.0 0.0 0.0 0.0 0.0 8e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586030 4154110 DieselExhPM 0.00044 0.0 0.0 0.0 0.0 0.0 0.0 8.8e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586072 4154083 DieselExhPM 0.00048 0.0 0.0 0.0 0.0 0.0 0.0 9.6e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586114 4154057 DieselExhPM 0.00052 0.0 0.0 0.0 0.0 0.0 0.0 0.000104 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586156 4154031 DieselExhPM 0.00055 0.0 0.0 0.0 0.0 0.0 0.0 0.00011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Attachment A 96
586198 4154004 DieselExhPM 0.00058 0.0 0.0 0.0 0.0 0.0 0.0 0.000116 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586240 4153978 DieselExhPM 0.0006 0.0 0.0 0.0 0.0 0.0 0.0 0.00012 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586282 4153952 DieselExhPM 0.00062 0.0 0.0 0.0 0.0 0.0 0.0 0.000124 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586324 4153925 DieselExhPM 0.00063 0.0 0.0 0.0 0.0 0.0 0.0 0.000126 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586367 4153899 DieselExhPM 0.00065 0.0 0.0 0.0 0.0 0.0 0.0 0.00013 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586409 4153873 DieselExhPM 0.00068 0.0 0.0 0.0 0.0 0.0 0.0 0.000136 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586451 4153846 DieselExhPM 0.0007 0.0 0.0 0.0 0.0 0.0 0.0 0.00014 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586493 4153820 DieselExhPM 0.00073 0.0 0.0 0.0 0.0 0.0 0.0 0.000146 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586535 4153794 DieselExhPM 0.00076 0.0 0.0 0.0 0.0 0.0 0.0 0.000152 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586577 4153768 DieselExhPM 0.00078 0.0 0.0 0.0 0.0 0.0 0.0 0.000156 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586619 4153741 DieselExhPM 0.0008 0.0 0.0 0.0 0.0 0.0 0.0 0.00016 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586661 4153715 DieselExhPM 0.00082 0.0 0.0 0.0 0.0 0.0 0.0 0.000164 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586703 4153689 DieselExhPM 0.00083 0.0 0.0 0.0 0.0 0.0 0.0 0.000166 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586745 4153662 DieselExhPM 0.00083 0.0 0.0 0.0 0.0 0.0 0.0 0.000166 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586787 4153636 DieselExhPM 0.00084 0.0 0.0 0.0 0.0 0.0 0.0 0.000168 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586829 4153610 DieselExhPM 0.00083 0.0 0.0 0.0 0.0 0.0 0.0 0.000166 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586871 4153583 DieselExhPM 0.00082 0.0 0.0 0.0 0.0 0.0 0.0 0.000164 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586913 4153557 DieselExhPM 0.00081 0.0 0.0 0.0 0.0 0.0 0.0 0.000162 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586955 4153531 DieselExhPM 0.00079 0.0 0.0 0.0 0.0 0.0 0.0 0.000158 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586997 4153504 DieselExhPM 0.00077 0.0 0.0 0.0 0.0 0.0 0.0 0.000154 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587039 4153478 DieselExhPM 0.00075 0.0 0.0 0.0 0.0 0.0 0.0 0.00015 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587081 4153452 DieselExhPM 0.00073 0.0 0.0 0.0 0.0 0.0 0.0 0.000146 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587123 4153426 DieselExhPM 0.00071 0.0 0.0 0.0 0.0 0.0 0.0 0.000142 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587137 4153358 DieselExhPM 0.00094 0.0 0.0 0.0 0.0 0.0 0.0 0.000188 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587177 4153333 DieselExhPM 0.00091 0.0 0.0 0.0 0.0 0.0 0.0 0.000182 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587217 4153308 DieselExhPM 0.00088 0.0 0.0 0.0 0.0 0.0 0.0 0.000176 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587257 4153283 DieselExhPM 0.00085 0.0 0.0 0.0 0.0 0.0 0.0 0.00017 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587297 4153258 DieselExhPM 0.00082 0.0 0.0 0.0 0.0 0.0 0.0 0.000164 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587337 4153233 DieselExhPM 0.00079 0.0 0.0 0.0 0.0 0.0 0.0 0.000158 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587377 4153208 DieselExhPM 0.00077 0.0 0.0 0.0 0.0 0.0 0.0 0.000154 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Attachment A 97
587417 4153183 DieselExhPM 0.00074 0.0 0.0 0.0 0.0 0.0 0.0 0.000148 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587457 4153158 DieselExhPM 0.00071 0.0 0.0 0.0 0.0 0.0 0.0 0.000142 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587163 4153400 DieselExhPM 0.00069 0.0 0.0 0.0 0.0 0.0 0.0 0.000138 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587203 4153375 DieselExhPM 0.00066 0.0 0.0 0.0 0.0 0.0 0.0 0.000132 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587243 4153350 DieselExhPM 0.00064 0.0 0.0 0.0 0.0 0.0 0.0 0.000128 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587283 4153325 DieselExhPM 0.00062 0.0 0.0 0.0 0.0 0.0 0.0 0.000124 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587323 4153300 DieselExhPM 0.0006 0.0 0.0 0.0 0.0 0.0 0.0 0.00012 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587363 4153275 DieselExhPM 0.00058 0.0 0.0 0.0 0.0 0.0 0.0 0.000116 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587403 4153250 DieselExhPM 0.00056 0.0 0.0 0.0 0.0 0.0 0.0 0.000112 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587444 4153225 DieselExhPM 0.00054 0.0 0.0 0.0 0.0 0.0 0.0 0.000108 0.0 0.0 0.0 0.0 0.0 0.0 0.0 587484 4153200 DieselExhPM 0.00051 0.0 0.0 0.0 0.0 0.0 0.0 0.000102 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Attachment A 98
HARP2 - HRACalc (dated 22118) 5/10/2024 5:14:02 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Worker
Scenario: Cancer
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
Start Age: 16
Total Exposure Duration: 0.75
Exposure Duration Bin Distribution
3rd Trimester Bin: 0
0<2 Years Bin: 0
2<9 Years Bin: 0
2<16 Years Bin: 0
16<30 Years Bin: 0.75
16 to 70 Years Bin: 0
**********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: False
Dermal: False
Mother's milk: False
Water: False
Fish: False
Homegrown crops: False
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: Moderate8HR
**Worker Adjustment Factors**
NOTE: The worker adjustment factors below are only used for cancer assessments. However, the GLC adjustment factor is also applied to 8-hr noncancer chronic assessments.
Worker adjustments factors enabled: YES
GLC adjustment factor: 4.2
Exposure frequency: 250
**Fraction at time at home**
3rd Trimester to 16 years: OFF
16 years to 70 years: OFF
**********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating cancer risk
Cancer risk saved to: F:\Jobs\25700013\HARP\WorkerCancer_CancerRisk.csv HRA ran successfully
Attachment A 99
*HARP - HRACalc v22118 5/10/2024 5:14:02 PM -
Cancer Risk - Input File: F:\Jobs\25700013\HARP\WorkerCancer_HRAInput.hra UTME UTMN Pollutant Conc (ug/m3) Risk Scenario Inhalation Risk 586023.01 4153808.68 DieselExhPM 0.00266 2.1644e-08 0.75YrCancerHighEnd_Inh 2.1644e-08 586004.54 4153780.36 DieselExhPM 0.00383 3.1165e-08 0.75YrCancerHighEnd_Inh 3.1165e-08 586058.72 4153788.98 DieselExhPM 0.00281 2.2865e-08 0.75YrCancerHighEnd_Inh 2.2865e-08 586035.32 4153756.96 DieselExhPM 0.00479 3.8976e-08 0.75YrCancerHighEnd_Inh 3.8976e-08 586090.74 4153771.74 DieselExhPM 0.00302 2.4574e-08 0.75YrCancerHighEnd_Inh 2.4574e-08 586071.04 4153733.56 DieselExhPM 0.00614 4.9961e-08 0.75YrCancerHighEnd_Inh 4.9961e-08 586119.06 4153754.5 DieselExhPM 0.00327 2.6608e-08 0.75YrCancerHighEnd_Inh 2.6608e-08 586100.81 4153714.66 DieselExhPM 0.00725 5.8993e-08 0.75YrCancerHighEnd_Inh 5.8993e-08 586269.3 4153781.59 DieselExhPM 0.00137 1.1148e-08 0.75YrCancerHighEnd_Inh 1.1148e-08 586247.13 4153748.34 DieselExhPM 0.00194 1.5786e-08 0.75YrCancerHighEnd_Inh 1.5786e-08 586213.88 4153720.02 DieselExhPM 0.00307 2.4981e-08 0.75YrCancerHighEnd_Inh 2.4981e-08 586173.25 4153702.78 DieselExhPM 0.00512 4.1661e-08 0.75YrCancerHighEnd_Inh 4.1661e-08 586149.85 4153670.76 DieselExhPM 0.01146 9.325e-08 0.75YrCancerHighEnd_Inh 9.325e-08 586116.6 4153612.88 DieselExhPM 0.02337 1.9016e-07 0.75YrCancerHighEnd_Inh 1.9016e-07 586197.87 4153694.16 DieselExhPM 0.0048 3.9058e-08 0.75YrCancerHighEnd_Inh 3.9058e-08 586175.13 4153661.7 DieselExhPM 0.00924 7.5186e-08 0.75YrCancerHighEnd_Inh 7.5186e-08 586164.49 4153629.69 DieselExhPM 0.01325 1.0782e-07 0.75YrCancerHighEnd_Inh 1.0782e-07 586138.77 4153591.95 DieselExhPM 0.0174 1.4158e-07 0.75YrCancerHighEnd_Inh 1.4158e-07 586101.82 4153556.24 DieselExhPM 0.02093 1.7031e-07 0.75YrCancerHighEnd_Inh 1.7031e-07 586090.74 4153521.76 DieselExhPM 0.01926 1.5672e-07 0.75YrCancerHighEnd_Inh 1.5672e-07 586032.55 4153360.21 DieselExhPM 0.01464 1.1913e-07 0.75YrCancerHighEnd_Inh 1.1913e-07 586160.36 4153831.28 DieselExhPM 0.00133 1.0822e-08 0.75YrCancerHighEnd_Inh 1.0822e-08 586179.4 4153818.53 DieselExhPM 0.00136 1.1066e-08 0.75YrCancerHighEnd_Inh 1.1066e-08 586170.78 4153859.17 DieselExhPM 0.00112 9.1134e-09 0.75YrCancerHighEnd_Inh 9.1134e-09 586192.15 4153845.62 DieselExhPM 0.00113 9.1948e-09 0.75YrCancerHighEnd_Inh 9.1948e-09 586091.97 4153893.65 DieselExhPM 0.00123 1.0008e-08 0.75YrCancerHighEnd_Inh 1.0008e-08 585993.46 4153915.82 DieselExhPM 0.00116 9.4389e-09 0.75YrCancerHighEnd_Inh 9.4389e-09 585942.97 4153888.73 DieselExhPM 0.00139 1.131e-08 0.75YrCancerHighEnd_Inh 1.131e-08 585958.97 4153873.95 DieselExhPM 0.00156 1.2694e-08 0.75YrCancerHighEnd_Inh 1.2694e-08 585923.26 4153872.72 DieselExhPM 0.00154 1.2531e-08 0.75YrCancerHighEnd_Inh 1.2531e-08 585951.59 4153855.48 DieselExhPM 0.00182 1.4809e-08 0.75YrCancerHighEnd_Inh 1.4809e-08 585935.58 4153825.92 DieselExhPM 0.00235 1.9122e-08 0.75YrCancerHighEnd_Inh 1.9122e-08 585897.4 4153833.31 DieselExhPM 0.00197 1.603e-08 0.75YrCancerHighEnd_Inh 1.603e-08 585821.05 4153752.04 DieselExhPM 0.00205 1.6681e-08 0.75YrCancerHighEnd_Inh 1.6681e-08 585854.3 4153728.64 DieselExhPM 0.00315 2.5632e-08 0.75YrCancerHighEnd_Inh 2.5632e-08 585764.41 4153654.75 DieselExhPM 0.0021 1.7088e-08 0.75YrCancerHighEnd_Inh 1.7088e-08 Attachment
585809.97 4153617.81 DieselExhPM 0.00441 3.5884e-08 0.75YrCancerHighEnd_Inh 3.5884e-08 A 100
585727.46 4153686.77 DieselExhPM 0.00131 1.0659e-08 0.75YrCancerHighEnd_Inh 1.0659e-08 585727.46 4153557.47 DieselExhPM 0.00202 1.6437e-08 0.75YrCancerHighEnd_Inh 1.6437e-08 585632.64 4153593.18 DieselExhPM 0.00071 5.7773e-09 0.75YrCancerHighEnd_Inh 5.7773e-09 585596.93 4153643.67 DieselExhPM 0.00051 4.1499e-09 0.75YrCancerHighEnd_Inh 4.1499e-09 585574.77 4153605.49 DieselExhPM 0.00047 3.8244e-09 0.75YrCancerHighEnd_Inh 3.8244e-09 585567.38 4153643.67 DieselExhPM 0.00043 3.4989e-09 0.75YrCancerHighEnd_Inh 3.4989e-09 585535.36 4153612.88 DieselExhPM 0.00037 3.0107e-09 0.75YrCancerHighEnd_Inh 3.0107e-09 585493.49 4153487.28 DieselExhPM 0.00036 2.9293e-09 0.75YrCancerHighEnd_Inh 2.9293e-09 585518.78 4153470.47 DieselExhPM 0.00041 3.3362e-09 0.75YrCancerHighEnd_Inh 3.3362e-09 585547.74 4153454.68 DieselExhPM 0.00048 3.9058e-09 0.75YrCancerHighEnd_Inh 3.9058e-09 585580.64 4153439.69 DieselExhPM 0.00058 4.7195e-09 0.75YrCancerHighEnd_Inh 4.7195e-09 585613.45 4153422.45 DieselExhPM 0.00071 5.7773e-09 0.75YrCancerHighEnd_Inh 5.7773e-09 585463.94 4153364.13 DieselExhPM 0.00031 2.5225e-09 0.75YrCancerHighEnd_Inh 2.5225e-09 585494.72 4153348.12 DieselExhPM 0.00035 2.8479e-09 0.75YrCancerHighEnd_Inh 2.8479e-09 585535.36 4153333.35 DieselExhPM 0.00041 3.3362e-09 0.75YrCancerHighEnd_Inh 3.3362e-09 585486.1 4153302.56 DieselExhPM 0.00031 2.5225e-09 0.75YrCancerHighEnd_Inh 2.5225e-09 585729.93 4153314.87 DieselExhPM 0.00116 9.4389e-09 0.75YrCancerHighEnd_Inh 9.4389e-09 585702.84 4153157.25 DieselExhPM 0.00039 3.1734e-09 0.75YrCancerHighEnd_Inh 3.1734e-09 585924.49 4153027.95 DieselExhPM 0.00023 1.8715e-09 0.75YrCancerHighEnd_Inh 1.8715e-09 586381.36 4153684.31 DieselExhPM 0.0019 1.546e-08 0.75YrCancerHighEnd_Inh 1.546e-08 586311.17 4153556.24 DieselExhPM 0.00505 4.1092e-08 0.75YrCancerHighEnd_Inh 4.1092e-08 586272.99 4153471.27 DieselExhPM 0.0059 4.8008e-08 0.75YrCancerHighEnd_Inh 4.8008e-08 586218.81 4153389.99 DieselExhPM 0.00593 4.8252e-08 0.75YrCancerHighEnd_Inh 4.8252e-08 585855.89 4153993.33 DieselExhPM 0.00074 6.0214e-09 0.75YrCancerHighEnd_Inh 6.0214e-09 585881.75 4153979.2 DieselExhPM 0.0008 6.5096e-09 0.75YrCancerHighEnd_Inh 6.5096e-09 585840.76 4153965.07 DieselExhPM 0.00081 6.591e-09 0.75YrCancerHighEnd_Inh 6.591e-09 585830.5 4153710.51 DieselExhPM 0.00286 2.3272e-08 0.75YrCancerHighEnd_Inh 2.3272e-08 585842.5 4153704.6 DieselExhPM 0.00337 2.7422e-08 0.75YrCancerHighEnd_Inh 2.7422e-08 585716.26 4153716.4 DieselExhPM 0.00108 8.7879e-09 0.75YrCancerHighEnd_Inh 8.7879e-09 585732.98 4153706.11 DieselExhPM 0.00128 1.0415e-08 0.75YrCancerHighEnd_Inh 1.0415e-08 585824.3 4153059.9 DieselExhPM 0.00027 2.197e-09 0.75YrCancerHighEnd_Inh 2.197e-09 585757.46 4153777.42 DieselExhPM 0.00118 9.6016e-09 0.75YrCancerHighEnd_Inh 9.6016e-09 585821.12 4153803.1 DieselExhPM 0.00158 1.2856e-08 0.75YrCancerHighEnd_Inh 1.2856e-08 585801.25 4153814.24 DieselExhPM 0.00134 1.0904e-08 0.75YrCancerHighEnd_Inh 1.0904e-08 586070.57 4153576.44 DieselExhPM 0.02928 2.3825e-07 0.75YrCancerHighEnd_Inh 2.3825e-07 Attachment A 101
HARP2 - HRACalc (dated 22118) 5/10/2024 5:15:04 PM - Output Log GLCs loaded successfully
Pollutants loaded successfully
**********************************
RISK SCENARIO SETTINGS
Receptor Type: Worker
Scenario: NCChronic
Calculation Method: HighEnd
**********************************
EXPOSURE DURATION PARAMETERS FOR CANCER
**Exposure duration are only adjusted for cancer assessments** **********************************
PATHWAYS ENABLED
NOTE: Inhalation is always enabled and used for all assessments. The remaining pathways are only used for cancer and noncancer chronic assessments.
Inhalation: True
Soil: False
Dermal: False
Mother's milk: False
Water: False
Fish: False
Homegrown crops: False
Beef: False
Dairy: False
Pig: False
Chicken: False
Egg: False
**********************************
INHALATION
Daily breathing rate: Moderate8HR
**Worker Adjustment Factors**
NOTE: The worker adjustment factors below are only used for cancer assessments. However, the GLC adjustment factor is also applied to 8-hr noncancer chronic assessments.
Worker adjustments factors enabled: YES
GLC adjustment factor: 4.2
Exposure frequency: 250
**Fraction at time at home**
NOTE: Exposure duration (i.e., start age, end age, ED, & FAH) are only adjusted for cancer assessments. **********************************
TIER 2 SETTINGS
Tier2 adjustments were used in this assessment. Please see the input file for details.
Tier2 - What was changed: ED or start age changed|
Calculating chronic risk
Chronic risk saved to: F:\Jobs\25700013\HARP\WorkerChronic_NCChronicRisk.csv HRA ran successfully
Attachment A 102
*HARP - HRACalc v22118 5/10/2024 5:15:04 PM -
Chronic Risk - Input File: F:\Jobs\25700013\HARP\WorkerChronic_HRAInput.hra UTME UTMN Pollutant Conc (ug/m3) CV CNS IMMUN KIDNEY GILV REPRO RESP SKIN EYE B/T ENDO BLOOD ODOR GEN 586023.01 4153808.68 DieselExhPM 0.00266 0.0 0.0 0.0 0.0 0.0 0.0 0.000532 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586004.54 4153780.36 DieselExhPM 0.00383 0.0 0.0 0.0 0.0 0.0 0.0 0.000766 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586058.72 4153788.98 DieselExhPM 0.00281 0.0 0.0 0.0 0.0 0.0 0.0 0.000562 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586035.32 4153756.96 DieselExhPM 0.00479 0.0 0.0 0.0 0.0 0.0 0.0 0.000958 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586090.74 4153771.74 DieselExhPM 0.00302 0.0 0.0 0.0 0.0 0.0 0.0 0.000604 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586071.04 4153733.56 DieselExhPM 0.00614 0.0 0.0 0.0 0.0 0.0 0.0 0.001228 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586119.06 4153754.5 DieselExhPM 0.00327 0.0 0.0 0.0 0.0 0.0 0.0 0.000654 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586100.81 4153714.66 DieselExhPM 0.00725 0.0 0.0 0.0 0.0 0.0 0.0 0.00145 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586269.3 4153781.59 DieselExhPM 0.00137 0.0 0.0 0.0 0.0 0.0 0.0 0.000274 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586247.13 4153748.34 DieselExhPM 0.00194 0.0 0.0 0.0 0.0 0.0 0.0 0.000388 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586213.88 4153720.02 DieselExhPM 0.00307 0.0 0.0 0.0 0.0 0.0 0.0 0.000614 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586173.25 4153702.78 DieselExhPM 0.00512 0.0 0.0 0.0 0.0 0.0 0.0 0.001024 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586149.85 4153670.76 DieselExhPM 0.01146 0.0 0.0 0.0 0.0 0.0 0.0 0.002292 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586116.6 4153612.88 DieselExhPM 0.02337 0.0 0.0 0.0 0.0 0.0 0.0 0.004674 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586197.87 4153694.16 DieselExhPM 0.0048 0.0 0.0 0.0 0.0 0.0 0.0 0.00096 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586175.13 4153661.7 DieselExhPM 0.00924 0.0 0.0 0.0 0.0 0.0 0.0 0.001848 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586164.49 4153629.69 DieselExhPM 0.01325 0.0 0.0 0.0 0.0 0.0 0.0 0.00265 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586138.77 4153591.95 DieselExhPM 0.0174 0.0 0.0 0.0 0.0 0.0 0.0 0.00348 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586101.82 4153556.24 DieselExhPM 0.02093 0.0 0.0 0.0 0.0 0.0 0.0 0.004186 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586090.74 4153521.76 DieselExhPM 0.01926 0.0 0.0 0.0 0.0 0.0 0.0 0.003852 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586032.55 4153360.21 DieselExhPM 0.01464 0.0 0.0 0.0 0.0 0.0 0.0 0.002928 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586160.36 4153831.28 DieselExhPM 0.00133 0.0 0.0 0.0 0.0 0.0 0.0 0.000266 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586179.4 4153818.53 DieselExhPM 0.00136 0.0 0.0 0.0 0.0 0.0 0.0 0.000272 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586170.78 4153859.17 DieselExhPM 0.00112 0.0 0.0 0.0 0.0 0.0 0.0 0.000224 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586192.15 4153845.62 DieselExhPM 0.00113 0.0 0.0 0.0 0.0 0.0 0.0 0.000226 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586091.97 4153893.65 DieselExhPM 0.00123 0.0 0.0 0.0 0.0 0.0 0.0 0.000246 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Attachment
585993.46 4153915.82 DieselExhPM 0.00116 0.0 0.0 0.0 0.0 0.0 0.0 0.000232 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A 103
585942.97 4153888.73 DieselExhPM 0.00139 0.0 0.0 0.0 0.0 0.0 0.0 0.000278 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585958.97 4153873.95 DieselExhPM 0.00156 0.0 0.0 0.0 0.0 0.0 0.0 0.000312 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585923.26 4153872.72 DieselExhPM 0.00154 0.0 0.0 0.0 0.0 0.0 0.0 0.000308 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585951.59 4153855.48 DieselExhPM 0.00182 0.0 0.0 0.0 0.0 0.0 0.0 0.000364 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585935.58 4153825.92 DieselExhPM 0.00235 0.0 0.0 0.0 0.0 0.0 0.0 0.00047 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585897.4 4153833.31 DieselExhPM 0.00197 0.0 0.0 0.0 0.0 0.0 0.0 0.000394 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585821.05 4153752.04 DieselExhPM 0.00205 0.0 0.0 0.0 0.0 0.0 0.0 0.00041 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585854.3 4153728.64 DieselExhPM 0.00315 0.0 0.0 0.0 0.0 0.0 0.0 0.00063 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585764.41 4153654.75 DieselExhPM 0.0021 0.0 0.0 0.0 0.0 0.0 0.0 0.00042 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585809.97 4153617.81 DieselExhPM 0.00441 0.0 0.0 0.0 0.0 0.0 0.0 0.000882 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585727.46 4153686.77 DieselExhPM 0.00131 0.0 0.0 0.0 0.0 0.0 0.0 0.000262 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585727.46 4153557.47 DieselExhPM 0.00202 0.0 0.0 0.0 0.0 0.0 0.0 0.000404 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585632.64 4153593.18 DieselExhPM 0.00071 0.0 0.0 0.0 0.0 0.0 0.0 0.000142 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585596.93 4153643.67 DieselExhPM 0.00051 0.0 0.0 0.0 0.0 0.0 0.0 0.000102 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585574.77 4153605.49 DieselExhPM 0.00047 0.0 0.0 0.0 0.0 0.0 0.0 9.4e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585567.38 4153643.67 DieselExhPM 0.00043 0.0 0.0 0.0 0.0 0.0 0.0 8.6e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585535.36 4153612.88 DieselExhPM 0.00037 0.0 0.0 0.0 0.0 0.0 0.0 7.4e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585493.49 4153487.28 DieselExhPM 0.00036 0.0 0.0 0.0 0.0 0.0 0.0 7.2e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585518.78 4153470.47 DieselExhPM 0.00041 0.0 0.0 0.0 0.0 0.0 0.0 8.2e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585547.74 4153454.68 DieselExhPM 0.00048 0.0 0.0 0.0 0.0 0.0 0.0 9.6e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585580.64 4153439.69 DieselExhPM 0.00058 0.0 0.0 0.0 0.0 0.0 0.0 0.000116 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585613.45 4153422.45 DieselExhPM 0.00071 0.0 0.0 0.0 0.0 0.0 0.0 0.000142 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585463.94 4153364.13 DieselExhPM 0.00031 0.0 0.0 0.0 0.0 0.0 0.0 6.2e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585494.72 4153348.12 DieselExhPM 0.00035 0.0 0.0 0.0 0.0 0.0 0.0 7e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585535.36 4153333.35 DieselExhPM 0.00041 0.0 0.0 0.0 0.0 0.0 0.0 8.2e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585486.1 4153302.56 DieselExhPM 0.00031 0.0 0.0 0.0 0.0 0.0 0.0 6.2e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585729.93 4153314.87 DieselExhPM 0.00116 0.0 0.0 0.0 0.0 0.0 0.0 0.000232 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585702.84 4153157.25 DieselExhPM 0.00039 0.0 0.0 0.0 0.0 0.0 0.0 7.8e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585924.49 4153027.95 DieselExhPM 0.00023 0.0 0.0 0.0 0.0 0.0 0.0 4.6e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586381.36 4153684.31 DieselExhPM 0.0019 0.0 0.0 0.0 0.0 0.0 0.0 0.00038 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Attachment A 104
586311.17 4153556.24 DieselExhPM 0.00505 0.0 0.0 0.0 0.0 0.0 0.0 0.00101 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586272.99 4153471.27 DieselExhPM 0.0059 0.0 0.0 0.0 0.0 0.0 0.0 0.00118 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586218.81 4153389.99 DieselExhPM 0.00593 0.0 0.0 0.0 0.0 0.0 0.0 0.001186 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585855.89 4153993.33 DieselExhPM 0.00074 0.0 0.0 0.0 0.0 0.0 0.0 0.000148 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585881.75 4153979.2 DieselExhPM 0.0008 0.0 0.0 0.0 0.0 0.0 0.0 0.00016 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585840.76 4153965.07 DieselExhPM 0.00081 0.0 0.0 0.0 0.0 0.0 0.0 0.000162 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585830.5 4153710.51 DieselExhPM 0.00286 0.0 0.0 0.0 0.0 0.0 0.0 0.000572 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585842.5 4153704.6 DieselExhPM 0.00337 0.0 0.0 0.0 0.0 0.0 0.0 0.000674 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585716.26 4153716.4 DieselExhPM 0.00108 0.0 0.0 0.0 0.0 0.0 0.0 0.000216 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585732.98 4153706.11 DieselExhPM 0.00128 0.0 0.0 0.0 0.0 0.0 0.0 0.000256 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585824.3 4153059.9 DieselExhPM 0.00027 0.0 0.0 0.0 0.0 0.0 0.0 5.4e-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585757.46 4153777.42 DieselExhPM 0.00118 0.0 0.0 0.0 0.0 0.0 0.0 0.000236 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585821.12 4153803.1 DieselExhPM 0.00158 0.0 0.0 0.0 0.0 0.0 0.0 0.000316 0.0 0.0 0.0 0.0 0.0 0.0 0.0 585801.25 4153814.24 DieselExhPM 0.00134 0.0 0.0 0.0 0.0 0.0 0.0 0.000268 0.0 0.0 0.0 0.0 0.0 0.0 0.0 586070.57 4153576.44 DieselExhPM 0.02928 0.0 0.0 0.0 0.0 0.0 0.0 0.005856 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Attachment A 105
6756 Central Avenue Warehouse Project
Summary of Fossil Fuel Energy Use During Construction
Construction equipment fuel 45,178 gallons (diesel)
Construction vehicle fuel 41,035 gallons (gasoline, diesel) Total construction fuel 86,214 gallons (gasoline, diesel) Summary of Energy Use During Construction - Electricity Year kWh per Year
2025 0
2026 0
Attachment A 106
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Phase Name Equipment Type Fuel Type Engine Tier
Number per
Day
Hours Per
Day Horsepower
Load
Factor PhaseDays FuelConsumption
Demolition Concrete/Industrial Saws Diesel Tier 4 Interim 1 8 33 0.73 20 208.1 Demolition Excavators Diesel Tier 4 Interim 3 8 36 0.38 20 354.6 Demolition Rubber Tired Dozers Diesel Tier 4 Interim 2 8 367 0.4 20 2536.7 Site Preparation Rubber Tired Dozers Diesel Tier 4 Interim 3 8 367 0.4 20 3805.1 Site Preparation Tractors/Loaders/Backhoes Diesel Tier 4 Interim 4 8 84 0.37 20 1074.1 Grading Excavators Diesel Tier 4 Interim 2 8 36 0.38 15 177.3 Grading Graders Diesel Tier 4 Interim 1 8 148 0.41 15 393.2 Grading Rubber Tired Dozers Diesel Tier 4 Interim 1 8 367 0.4 15 951.3 Grading Tractors/Loaders/Backhoes Diesel Tier 4 Interim 2 8 84 0.37 15 402.8 Grading Scrapers Diesel Tier 4 Interim 2 8 423 0.48 15 2631.4 Building Construction Cranes Diesel Tier 4 Interim 2 7 367 0.29 137 11023.2 Building Construction Forklifts Diesel Tier 4 Interim 6 8 82 0.2 137 5823.7 Building Construction Generator Sets Diesel Tier 4 Interim 2 8 14 0.74 137 1226.3 Building Construction Tractors/Loaders/Backhoes Diesel Tier 4 Interim 6 7 84 0.37 137 9657.1 Building Construction Welders Diesel Tier 4 Interim 2 8 46 0.45 137 2450.2 Paving Pavers Diesel Tier 4 Interim 2 8 81 0.42 33 970.0 Paving Paving Equipment Diesel Tier 4 Interim 2 8 89 0.36 33 913.5 Paving Rollers Diesel Tier 4 Interim 2 8 36 0.38 33 390.0 Architectural Coating Air Compressors Diesel Tier 4 Interim 1 6 37 0.48 33 189.9 gallons 45178.4
ARB 2021, Low Emission Diesel (LED) Study: Biodiesel and Renewable Diesel Emissions in Legacy and New Technology Diesel Engines, November 2021 Average Value for CARB Reference Fuel - Nonroad Transient Cycle - BSFC = 0.054 gal/bhp-hr Attachment A 107
Off‐Road Construction Equipment
Fuel Consumption
6756 Central Avenue Warehouse Project
Source: CalEEMod Output, EMFAC2021 v1.0.2 `
Vehicle Type Total VMT (mi) mi/gal gal Vehicle Cat
Worker 239,462 26.80 8,934 LDA,LDT1,LDT2
Vendor 66,695 6.86 9,715 HHDT,MHDT
Hauling 134,840 6.02 22,386 HHDT
Onsite truck 0 6.02 0 HHDT
440,996 41,035 gallons
Combined VMT
Note: Fuel Economy Factors are from EMFAC2021 for: Alameda Energy Calculations ‐ Construction Vehicle Fuel
Attachment A 108
6756 Central Avenue Warehouse Project
Operational Year 2026
County Alameda
Building Energy Fuel Electricity (kWh/yr) Natural Gas (MMBTU/yr) Unrefrigerated Warehouse-No Rail 3,250,766 -
User Defined Industrial 0 -
Parking Lot 338,802 -
Total Building Energy 3,589,568 -
Energy Calculations - Building Electricity Consumption
Attachment A 109
6756 Central Avenue Warehouse Project
Energy Calculations
Onroad Mobile Sources
Operational Year 2026
County Alameda
Gasoline 351,158 gallons
Diesel 405,930 gallons
Natural Gas 35,887 gallons
Electricity 291,309 kw-hr
Attachment A 110
6756 Central Avenue Warehouse Project
Energy Calculations - Operations Fuel Use from Mobile Sources `
`
Alameda Annual VMT LDA LDT1 LDT2 MDV
2026 10,404,535 57.35% 4.59% 24.59% 13.47%
Total Operational FUEL Consumption for ALL LAND USES (gallons for fuels, Kw-hr for electricity) Fuel All Vehicles LDA LDT1 LDT2 MDV
Gasoline 350,871 171273 18175 97914 63508
Diesel 1,417 416 9 265 728
Electricity 241,904 217372 884 12361 11287
Fuel Consumption by Vehicle Category
Fuel Consumption for CVMT Units LDA LDT1 LDT2 MDV
Gasoline gal 168628 18160 97550 63284
Diesel gal 416 9 265 728
Plug-in Hybrid (Gasoline) gal 2645 15 364 224
Fuel Consumption for EVMT Units LDA LDT1 LDT2 MDV
Electricity kwhr 184061 661 7646 8397
Plug-in Hybrid (Electricity) kwhr 33311 223 4715 2890
Fuel Consumption Factors Units LDA LDT1 LDT2 MDV
Gasoline mi/gal 31.3 26.2 25.7 21.3
Diesel mi/gal 43.5 24.2 33.9 25.7
Natural Gas mi/gal 0.0 0.0 0.0 0.0
Plug-in Hybrid mi/gal 30.3 30.2 30.1 29.8
Fuel Consumption Factors Units LDA LDT1 LDT2 MDV
Electricity kwhr/mi 0.37 0.36 0.35 0.36
Plug-in Hybrid kwhr/mi 0.37 0.36 0.35 0.36
Total VMT Fraction by Fuel and Vehicle Category
Fuel LDA LDT1 LDT2 MDV
Gasoline 88.6% 99.3% 97.8% 96.0%
Diesel 0.3% 0.0% 0.4% 1.3%
Electricity 8.3% 0.4% 0.9% 1.7%
Plug-in Hybrid 2.8% 0.2% 1.0% 1.0%
totals 100% 100% 100% 100%
CVMT by EMFAC Vehicle Type
Fuel LDA LDT1 LDT2 MDV
Plug-in Hybrid 47% 43% 45% 45%
EVMT by EMFAC Vehicle Type
Fuel LDA LDT1 LDT2 MDV
Electricity 100% 100% 100% 100%
Plug-in Hybrid 53% 57% 55% 55%
Attachment A 111
6756 Central Avenue Warehouse Project
Energy Calculations - Operations Fuel Use from Mobile Sources `
Alameda Annual VMT HHDT
2026 2,706,264 100%
Total Operational FUEL Consumption for ALL LAND USES (gallons for fuels, Kw-hr for electricity) Fuel All Vehicles HHDT
Gasoline 287 287
Diesel 404,513 404513
Natural Gas 35,887 35887
Electricity 49,405 49405
Fuel Consumption by Vehicle Category
Fuel Consumption for CVMT Units HHDT
Gasoline gal 287
Diesel gal 404513
Natural Gas gal 35887
Fuel Consumption for EVMT Units HHDT
Electricity kwhr 49405
Fuel Consumption Factors Units HHDT
Diesel mi/gal 6.2
Natural Gas mi/gal 5.3
Fuel Consumption Factors Units HHDT
Electricity kwhr/mi 1.84
Total VMT Fraction by Fuel and Vehicle Category
Fuel HHDT
Diesel 92.0%
Natural Gas 7.0%
Electricity 1.0%
totals 100%
CVMT by EMFAC Vehicle Type
Fuel HHDT
Diesel 100%
Natural Gas 100%
EVMT by EMFAC Vehicle Type
Fuel HHDT
Electricity 100%
Attachment A 112
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Phase I
Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
April 30, 2024
Prepared by:
Laura Mosqueda
Staff Geologist
Reviewed by:
Scott Allin, R.E.P.A.
Principal Environmental Scientist
For:
Prologis, L.P.
Pier 1, Bay 1
San Francisco, California 94111
Submitted by:
Farallon Consulting, L.L.C.
330 Franklin Street, Suite 200
Oakland, California 94607
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TABLE OF CONTENTS
ENVIRONMENTAL PROFESSIONAL STATEMENT ....................................................................... iv EXECUTIVE SUMMARY ................................................................................................................ v
1.0 INTRODUCTION ........................................................................................................... 1-1
1.1 PROJECT AUTHORIZATION AND SCOPE OF WORK ............................................ 1-1
1.2 PROFESSIONAL QUALIFICATIONS ...................................................................... 1-1
1.3 PROJECT PURPOSE AND OBJECTIVE ................................................................. 1-2
1.4 SHELF LIFE OF ALL APPROPRIATE INQUIRIES RECORDS ................................. 1-3
1.5 DEVIATIONS ......................................................................................................... 1-4
1.6 DATA GAPS .......................................................................................................... 1-4
2.0 SUBJECT PROPERTY OVERVIEW ................................................................................. 2-1
2.1 SUBJECT PROPERTY LOCATION ......................................................................... 2-1
2.2 SUBJECT PROPERTY DESCRIPTION ................................................................... 2-1
2.3 SUBJECT PROPERTY OPERATIONS .................................................................... 2-1
2.4 ADJOINING AND SURROUNDING LAND USE ..................................................... 2-2
3.0 PHYSICAL SETTING ..................................................................................................... 3-1
3.1 TOPOGRAPHY ...................................................................................................... 3-1
3.2 GEOLOGY AND HYDROGEOLOGY ....................................................................... 3-1
3.3 OIL AND GAS RECORDS ...................................................................................... 3-2
3.4 SENSITIVE RECEPTORS ...................................................................................... 3-2
4.0 USER-PROVIDED INFORMATION ................................................................................. 4-1
4.1 TITLE AND LIEN RECORDS.................................................................................. 4-1
4.2 EXPERIENCE AND SPECIALIZED KNOWLEDGE ................................................. 4-1
4.3 COMMONLY KNOWN INFORMATION ................................................................. 4-1
4.4 PHASE I ENVIRONMENTAL SITE ASSESSMENT REPORT USERS ..................... 4-1
4.5 PREVIOUS ENVIRONMENTAL STUDIES .............................................................. 4-1
5.0 SUBJECT PROPERTY AND ADJOINING PROPERTY HISTORY ....................................... 5-1
5.1 SUBJECT PROPERTY ........................................................................................... 5-1
5.2 ADJOINING PROPERTIES .................................................................................... 5-2
6.0 STATE AND LOCAL GOVERNMENT AGENCY INTERVIEWS .......................................... 6-1
6.1 COUNTY AGENCIES ............................................................................................. 6-1
6.2 CITY OF NEWARK ................................................................................................ 6-1
6.3 HEALTH DEPARTMENT ........................................................................................ 6-1
6.4 FIRE DEPARTMENT ............................................................................................. 6-2
7.0 RECORDS REVIEW ...................................................................................................... 7-1
7.1 SUBJECT PROPERTY LISTINGS ........................................................................... 7-1
7.2 ADJOINING FACILITY LISTINGS ........................................................................... 7-3
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7.3 SURROUNDING FACILITY LISTINGS ................................................................... 7-6
7.4 UNPLOTTABLE LISTINGS .................................................................................... 7-6
8.0 SUBJECT PROPERTY INTERVIEW ................................................................................ 8-1
8.1 INTERVIEW WITH SUBJECT PROPERTY REPRESENTATIVE ............................... 8-1
9.0 SITE RECONNAISSANCE ............................................................................................. 9-1
9.1 SITE RECONNAISSANCE METHODOLOGY .......................................................... 9-1
9.1.1 Limiting Conditions ................................................................................. 9-1
9.2 INTERIOR OBSERVATIONS .................................................................................. 9-1
9.2.1 Interior Observation Comments ............................................................. 9-2
9.3 EXTERIOR OBSERVATIONS ................................................................................. 9-2
9.3.1 Exterior Observation Comments ............................................................ 9-3
10.0 FINDINGS AND OPINIONS ......................................................................................... 10-1
11.0 CONCLUSIONS .......................................................................................................... 11-1
12.0 BIBLIOGRAPHY.......................................................................................................... 12-1
13.0 LIMITATIONS ............................................................................................................. 13-1
13.1 GENERAL LIMITATIONS .................................................................................... 13-1
13.2 LIMITATION ON RELIANCE BY THIRD PARTIES ............................................... 13-2
FIGURES
Figure 1 Subject Property Vicinity Map
Figure 2 Subject Property Plan
APPENDICES
Appendix A Professional Qualifications
Appendix B Subject Property Photographs
Appendix C User Questionnaire
Appendix D Selected Previous Environmental Studies
Appendix E Historical Research Documentation
Appendix F Database Report
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ENVIRONMENTAL PROFESSIONAL STATEMENT
I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as established in Part 312.10 of Title 40 of the Code of Federal Regulations (40 CFR 312.10) and I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the Subject Property. I have developed and performed all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR 312.
Name Scott Allin, R.E.P.A.
Title Principal Environmental Scientist
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EXECUTIVE SUMMARY
Farallon Consulting, L.L.C. (Farallon) has prepared this Phase I Environmental Site Assessment (ESA) Report for the 6756 and 6792 Central Avenue property in Newark, California (herein referred to as the Subject Property). The Phase I ESA was conducted by Laura Mosqueda and was reviewed and approved by Scott Allin. The Phase I ESA Report was prepared for Prologis, L.P. and its subsidiaries, affiliates, related parties (specifically including any 1031 exchange entities), successors, and assigns (“Prologis”) (User) in general conformance with the scope and limitations of the following: 1) ASTM International Standard E1527-21, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (ASTM E1527-21) (and any and all subsequent amendments thereto); 2) the U.S. Environmental Protection Agency standards for All Appropriate Inquiries; and 3) the Master Services Agreement between Prologis and Farallon dated August 4, 2011, revised December 27, 2022 (Authorization). There were no deviations from ASTM E1527-21 during this Phase I ESA.
The Subject Property consists of Alameda County Parcel Nos. 92A-2165-14 (2.03 acres), 92A-2165-15 (8.18 acres), 92A-2165-16 (2.79 acres), and 92A-2165-17 (4.23 acres), which total approximately 17.23 acres of land according to the Alameda County Assessor.
The northwestern portion of the Subject Property is developed with a rectangular industrial building completed in the early 1980s using the address 6792 Central Avenue. The remainder of the Subject Property consists of vegetated yard areas, former building concrete foundations, and crushed concrete and soil piles from former building demolition activities.
Access to the Site is gained from Central Avenue, west of the Subject Property. At the time of the site reconnaissance, the Subject Property was vacant with minor hazardous material storage.
Historically, the Subject Property was undeveloped land until developed with various commercial-industrial buildings between 1954 and 1987. The buildings were occupied for various commercial-industrial occupants prior to demolition between 2000 and 2023.
Two 1,000-gallon underground storage tanks (USTs) containing bunker fuel and gasoline, respectively, and one 20,000-gallon diesel aboveground storage tank (AST) and associated fuel islands and piping were removed from the Subject Property between 1991 and 1993. A soil and groundwater investigation was conducted in September 1999 to determine the
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extent of petroleum hydrocarbon contamination from the 20,000-gallon diesel AST and to assess the 1,000-gallon gasoline UST area. Based on the results of the investigation, an excavation was conducted north of the former AST in June 2000 and approximately 311 tons of soil and 2,300 gallons of groundwater were removed from the Site. Confirmation samples collected at the conclusion of the excavation did not contain detectable concentrations of petroleum hydrocarbons, and the tanks were issued case closure in 2000.
The former ASTs and USTs at the Site that have received regulatory closure represent a historical recognized environmental condition in connection with the Subject Property.
The Subject Property was historically used by tenants for industrial purposes, and numerous previous environmental studies were performed that suggested chemical releases had occurred at the Subject Property. The potential for surrounding property use to have contributed to the residual chemical impact to groundwater beneath the Subject Property was also identified. The Subject Property owner is currently pursuing regulatory closure under the oversight of the Alameda County Water District. Based on Farallon’s review of previous environmental studies, releases related to historical use of the Subject Property represent a recognized environmental condition in connection with the Subject Property.
Available information suggests the releases will be issued regulatory closure in the near future, at which time the releases will represent a controlled recognized environmental condition in connection with the Subject Property that will require future management during subsurface improvements.
Adjoining properties at the time of the site reconnaissance included Mission Linen and Uniform Service to the northeast; a railroad spur, beyond which was Pabco Gypsum (a gypsum wallboard manufacturer since the early 1970s) to the east; a railroad track, beyond which was Cargill/Morton Salt Company to the south; and Central Avenue, beyond which were Mattheson Tri-Gas, HB Fuller, and multiple commercial and light industrial facilities to the west.
The Environmental Risk Information Services (ERIS) Database Report dated April 5, 2024, prepared for the Subject Property (ERIS Report), identified the Subject Property and numerous adjoining properties in several databases. Previous environmental studies were performed on the Subject Property to investigate these listings.
During the site reconnaissance, Farallon observed de minimis petroleum staining throughout the Subject Property that appeared to be from parked vehicles on the Subject
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Property. De minimis staining was also observed proximate to a hydraulic oil drum on the southeastern portion of the Subject Property.
Based on review of the Subject Property history, interviews with persons knowledgeable about the Subject Property, reconnaissance of the Subject Property, and review of the ERIS Report, this Phase I ESA identified the following recognized environmental condition in connection with the Subject Property:
• The known chemical releases to soil and groundwater from historical use that are currently being evaluated for regulatory closure.
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1.0 INTRODUCTION
Farallon Consulting, L.L.C. (Farallon) has prepared this Phase I Environmental Site Assessment (ESA) Report for the property at 6756 and 6792 Central Avenue in Newark, California (herein referred to as the Subject Property) (Figure 1). This section discusses the project authorization and scope of work, the qualifications of the Environmental Professional who conducted and reviewed the Phase I ESA work, the project purpose and objective, the shelf life of records per the All Appropriate Inquiries (AAI) Final Rule established in Part 312.10 of Title 40 of the Code of Federal Regulations (40 CFR 312.10), deviations, and data gaps.
1.1 PROJECT AUTHORIZATION AND SCOPE OF WORK
This Phase I ESA Report was prepared for Prologis, L.P., and its subsidiaries, affiliates, related parties (specifically including any 1031 exchange entities), successors, and assigns (“Prologis”) (Client and User) in accordance with the Proposal for Phase I Environmental Site Assessment, 6756 and 6792 Central Avenue, Newark, California dated April 3, 2024, from Scott Allin of Farallon to Gavin Polite Fisco of Prologis; and the Master Services Agreement between Prologis and Farallon dated August 4, 2011, revised December 27, 2022 (Authorization). The scope of work for this Phase I ESA included a records review, literature research and review, a site reconnaissance, interviews with individuals familiar with the Subject Property, interviews with local governmental officials, and preparation of this report.
The scope of work is consistent with ASTM International Standard E1527-21, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (ASTM E1527-21).
1.2 PROFESSIONAL QUALIFICATIONS
The Phase I ESA was conducted by Laura Mosqueda and was reviewed and approved by Scott Allin. Scott Allin has an understanding of surface and subsurface environmental conditions and the processes used to evaluate these conditions, and the ability to develop opinions regarding conditions indicative of a release or a threatened release of hazardous substances and petroleum products. AAI has been performed in conformance with the standards and practices set forth in 40 CFR 312.10. The professional qualifications of the Environmental Professional are provided in Appendix A.
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1.3 PROJECT PURPOSE AND OBJECTIVE
The purpose of the Phase I ESA was to identify, as practicable, recognized environmental conditions at the Subject Property and within the appropriate study area that have caused and/or may cause an adverse environmental impact. ASTM E1527-21 is intended to permit a user to satisfy one of the requirements to qualify for protection from potential liability under the Comprehensive Environmental Response, Compensation, and Liability Act as the innocent landowner, contiguous property owner, or bona fide prospective purchaser. ASTM E1527-21 constitutes “all appropriate inquiry” into the previous ownership, uses, and environmental conditions of a property consistent with good commercial or customary practice, as defined in Section 9601(35)(B) of Title 42 of the U.S. Code.
The objective of the Phase I ESA was to perform an appropriate inquiry into past and present ownership and uses of the Subject Property, consistent with good commercial and/or customary practice. This Phase I ESA Report is to be used as a risk management tool to meet AAI Final Rule requirements and the Comprehensive Environmental Response, Compensation, and Liability Act liability defense. The Phase I ESA does not guarantee that there are no impacts to the Subject Property.
For the purpose of this Phase I ESA Report, the term “recognized environmental condition” is defined as (1) the presence of hazardous substances or petroleum products in, on, or at the Subject Property due to a release to the environment; (2) the likely presence of hazardous substances or petroleum products in, on, or at the Subject Property due to a release or likely release to the environment; or (3) the presence of hazardous substances or petroleum products in, on, or at the Subject Property under conditions that pose a material threat of a future release to the environment. A de minimis condition is not a recognized environmental condition.
The term “controlled recognized environmental condition” is defined as a recognized environmental condition affecting the Subject Property that has been addressed to the satisfaction of the applicable regulatory authority or authorities, with hazardous substances or petroleum products allowed to remain in-place subject to implementation of required controls.
The term “historical recognized environmental condition” is defined as a previous release of hazardous substances or petroleum products affecting the Subject Property that has been
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addressed to the satisfaction of the applicable regulatory authority or authorities and meeting unrestricted use criteria established by the applicable regulatory authority or authorities without subjecting the Subject Property to any controls (e.g., activity and use limitations or other property use limitations). A historical recognized environmental condition is not a recognized environmental condition.
1.4 SHELF LIFE OF ALL APPROPRIATE INQUIRIES RECORDS
The AAI Final Rule prepared by the U.S. Environmental Protection Agency (EPA)1 specifies that AAI must be conducted within 1 year prior to the date of acquisition of the Subject Property. EPA has defined the date of acquisition as the date a person acquires title to the property. To ensure full coverage under the AAI Final Rule, a valid Phase I ESA Report must be completed within 1 year prior to the date of acquisition of title.
The following Phase I ESA Report components and supporting information sources must be updated if they were completed more than 6 months (180 days) prior to acquisition of title.
The Phase I ESA components with a 180-day shelf life consist of:
• Site reconnaissance;
• Site interview(s);
• User-provided information;
• Review of government regulatory records; and
• Declaration/signature of certifying Environmental Professional.
The date on the cover of this Phase I ESA Report is the production date of the written report.
The dates various components of this Phase I ESA were completed are as follows:
• Site reconnaissance: April 12, 2024.
• Subject Property interview: April 24, 2023.
• User-provided information: April 3, 2024.
• Review of government regulatory records: April 5, 2024. • Declaration/signature of certifying Environmental Professional: April 30, 2024. 1 Part 312 of Subchapter J of Chapter I of Title 40 of the Code of Federal Regulations.
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1.5 DEVIATIONS
There were no deviations from ASTM E1527-21 during this Phase I ESA.
1.6 DATA GAPS
Data gaps may affect the ability to identify recognized environmental conditions and Farallon’s ability to render opinions and conclusions for presentation in the Phase I ESA Report. Farallon did not identify significant data gaps during this Phase I ESA.
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2.0 SUBJECT PROPERTY OVERVIEW
This section presents the Subject Property location, description, and operations.
A description of adjoining and surrounding land use is also provided.
2.1 SUBJECT PROPERTY LOCATION
The Subject Property is east of the intersection of Central Avenue and Sycamore Street, at 6756 and 6792 Central Avenue in Newark, Alameda County, California. The Subject Property is in a commercial and industrial area approximately 1 mile south of downtown Newark. The nearest residential community is located approximately 0.20 miles north of the Subject Property. The Subject Property vicinity is shown on Figure 1.
2.2 SUBJECT PROPERTY DESCRIPTION
The Subject Property consists of Alameda County Parcel Nos. 92A-2165-14 (2.03 acres), 92A-2165-15 (8.18 acres), 92A-2165-16 (2.79 acres), and 92A-2165-17 (4.23 acres), which total approximately 17.23 acres of land according to the Alameda County Assessor.
The northwestern portion of the Subject Property is developed with a rectangular industrial building completed in the early 1980s using the address 6792 Central Avenue. The remainder of the Subject Property consists of vegetated yard areas, former building and tank concrete foundations, and crushed concrete and soil piles from former building demolition activities. Access to the Subject Property is gained from Central Avenue, west of the Subject Property.
Figure 2 presents a plan map of the Subject Property. Additional details pertaining to the Subject Property are provided in Section 4.5, Previous Environmental Studies, and Section 9, Site Reconnaissance. Subject Property photographs are presented in Appendix B.
2.3 SUBJECT PROPERTY OPERATIONS
At the time of the site reconnaissance, the Subject Property building was vacant. The most recent tenants at the Subject Property and their operations are identified below:
• 6756 Central Avenue: Former buildings on the north-central and northeastern portions of the Subject Property were previously occupied by Auto Expo, Bay Area Grinding, Set Right Tile, Tri-City Marble, Gonzalez Pools, and other tenants for office, showroom, and equipment storage.
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• 6792 Central Avenue: The large industrial building at 6792 Central Avenue and the western portion of the Subject Property were previously occupied by Trench Plate Rental Company for its facility operations, offices, and storage yard. • Southern Portion of Subject Property: The southern portion of the Subject Property was previously occupied by Vision Recycling for landscaping and mulch-recycling operations.
• Southernmost Building: The southernmost building was previously occupied by All Good Pallets.
The above tenants vacated the Subject Property between 2020 and 2023 in preparation for commercial redevelopment.
2.4 ADJOINING AND SURROUNDING LAND USE
Adjoining properties at the time of the site reconnaissance included Mission Linen and Uniform Service to the northeast; a railroad spur, beyond which was Pabco Gypsum (a gypsum wallboard manufacturer since the early 1970s) to the east; a railroad track, beyond which was Cargill/Morton Salt Company to the south; and Central Avenue, beyond which were Matheson Tri-Gas, HB Fuller, and multiple commercial and light industrial facilities to the west.
Observations were restricted to areas readily observable from the Subject Property and to public rights-of-way. No evidence of recognized environmental conditions was observed on abutting or nearby properties during the site reconnaissance.
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3.0 PHYSICAL SETTING
The topography, geology, and hydrogeology of the Subject Property are described in this section. Farallon’s assessment of sensitive receptors in the area is also discussed. Farallon reviewed the following physical setting sources as part of this Phase I ESA:
• U.S. Geological Survey (USGS) topographic map of Newark, California dated 2021. • The Environmental Risk Information Services (ERIS) Physical Setting Report dated April 5, 2024, prepared for the Subject Property (ERIS PSR); and/or • Documentation of previous environmental studies referenced in Section 4.5, Previous Environmental Studies, and/or documents cited in Section 7, Records Review.
3.1 TOPOGRAPHY
Farallon reviewed the USGS topographic maps for the Subject Property area provided by ERIS. The maps depict the Subject Property at an elevation of approximately 19 feet above mean sea level. Subject Property topography is relatively flat. Regional topography is generally flat, with a slight slope down to the south toward the San Francisco Bay.
3.2 GEOLOGY AND HYDROGEOLOGY
According to the ERIS Physical Setting Report prepared for the Subject Property dated February 28, 2019 (ERIS PSR), surface soil at the Subject Property consists primarily of Pescadero clay loam, which is poorly drained and water movement through soil is restricted.
Soils were mapped as Quaternary alluvium and marine deposits.
The Subject Property is located along the southeastern coast of the San Francisco Bay of California, the main water body in Newark. The Subject Property is characterized by Quaternary alluvium and marine deposits. These are composed of sequences of interbedded silts, sands, and clays to depths over 200 feet below grade surface. Alluvial deposits range in age from Pliocene to Holocene.
Shallow groundwater flow direction typically can be estimated by examination of surface topography or by nearby surface water bodies. Based on the topography of the Subject Property and its vicinity, groundwater is expected to flow generally to the south toward the San Francisco Bay. During Farallon’s 2019 subsurface investigation of the Subject Property,
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groundwater was encountered at depths of 11.0 to 13.0 feet below ground surface. Based on previous groundwater monitoring events, the groundwater flow direction is toward the southwest with a gradient of 0.001 to 0.004 foot per foot.
3.3 OIL AND GAS RECORDS
According to the California Department of Conservation, Division of Oil, Gas, and Geothermal Resources Well Finder online database, there are no permitted oil or gas wells on the Subject Property or adjoining properties.
3.4 SENSITIVE RECEPTORS
Sensitive receptors are areas such as hospitals, schools, day care facilities, and elderly housing or convalescent facilities where occupants are more susceptible to the adverse effects of exposure to toxic chemicals, pesticides, and other pollutants. Extra care must be taken when dealing with contaminants and pollutants proximate to areas recognized as sensitive receptors. Farallon’s limited assessment for sensitive receptors on or adjoining the Subject Property consisted of a review of properties where occupants are more susceptible to adverse effects of exposure to toxic chemicals, pesticides, and other pollutants; observation of apparent features such as surface water bodies (e.g., low-lying wet areas, streams, ponds) and residential and recreational areas; and review of readily ascertainable information relating to the presence of private, semiprivate, public, and industrial watersupply wells on or in the vicinity of the Subject Property.
No sensitive receptors were identified on or adjoining the Subject Property at the time of the site reconnaissance. According to the 2019 ERIS PSR, the Subject Property is in an area of minimal flood hazard. The nearest federally designated wetlands were identified approximately 100 feet south of the Subject Property. Two public water supply wells were identified within 1 mile of the Subject Property, one approximately 0.6 miles northeast and one approximately 0.7 miles south of the Subject Property. The water bodies nearest the Subject Property were identified as Plummer Creek approximately 0.25 mile west and the San Francisco Bay approximately 2.5 miles south of the Subject Property.
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4.0 USER-PROVIDED INFORMATION
Farallon understands that the User of this report is seeking to follow the standards set forth in ASTM E1527-21 to complete an environmental assessment of the Subject Property. The User has specific responsibilities for fulfilling ASTM E1527-21 requirements to help identify the possibility of recognized environmental conditions in connection with the Subject Property. These responsibilities do not require the technical expertise of an Environmental Professional, and were not performed by Farallon.
To facilitate fulfillment of the ASTM E1527-21 requirements identified below, Farallon provided the User with a copy of the Phase I Environmental Site Assessment User Questionnaire (User Questionnaire) to complete. Information from the completed User Questionnaire is summarized below in Sections 4.1 through 4.3. The completed User Questionnaire is provided in Appendix C of this Phase I ESA Report.
4.1 TITLE AND LIEN RECORDS
The User was not aware of environmental liens against the Subject Property.
4.2 EXPERIENCE AND SPECIALIZED KNOWLEDGE
The User has no experience or specialized knowledge regarding the Subject Property.
4.3 COMMONLY KNOWN INFORMATION
The User is not aware of commonly known information that would lead to identification of recognized environmental conditions in connection with the Subject Property.
4.4 PHASE I ENVIRONMENTAL SITE ASSESSMENT REPORT USERS
The User will rely on this Phase I ESA Report.
4.5 PREVIOUS ENVIRONMENTAL STUDIES
Farallon was provided with and prepared numerous environmental reports and letters associated with the Subject Property. These documents consist of previous environmental due diligence and subsurface investigations to evaluate historical use of the Subject Property. The Subject Property is currently under a voluntary cleanup agreement with the Alameda County Water District (ACWD) related to limited chemical releases, and is pursuing a regulatory case closure from the regulatory agency. The following primary previous
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environmental studies were reviewed during this Phase I ESA and summarize historical conditions and the current regulatory status of those conditions. Text, figures, and tables from select documents are included in Appendix D as referenced. • The letter regarding Recommendation for Spills, Leaks, Investigation and Cleanup Case Closure of Bay Mirror, 6756 Central Avenue, Newark (Site #20) dated September 14, 2000, from Paul Piraino of the Alameda County Water District (ACWD) to Dr. Lawrence P. Kolb of the California Regional Water Quality Control Board, San Francisco Region (Regional Board) (2000 NFA Letter);
• Phase II Subsurface Investigation of Bay Mirror, Incorporated, 6792 Central Avenue, Newark, California dated May 8, 2001, prepared by GaiaTech, Inc. (2001 Phase II Report);
• The letter regarding Confirmation Soil and Groundwater Investigation Report, Former Arch Mirror West Site, 6792 Central Avenue, Newark, California dated November 19, 2007, from Gary R. Mulkey of Compliance & Closure, Inc. to Doug Young of ACWD (2007 Investigation Letter);
• The draft letter regarding ASTM Phase I Environmental Site Assessment, 6756 and 6792 Central Avenue, Newark, California dated October 29, 2012, from Josephine Kimura and Kit Soo and Voytek Bajsarowicz of Haley & Aldrich, Inc. to John W. Greer of Trammell Crow Company (2012 Phase I Report);
• Phase I Environmental Site Assessment Report, 6756 and 6782 Central Avenue, Newark, California dated June 12, 2019, prepared by Farallon (2019 Phase I Report);
• The letter regarding Comprehensive Phase II Environmental Site Assessment Findings, 6756 and 6782 Central Avenue, Newark, California dated June 12, 2019, from Gavin Polite Fisco and Scott Allin of Farallon to Jeffrey Dack of Ice Miller (2019 Phase II Report);
• Letter Regarding Data Gap Investigation and Request for Site Closure, 6756 and 6782 Central Avenue, Newark, California dated September 13, 2023, from Scott Allin and Peter Sims of Farallon to Ava Lazor of Alameda County Water District (2023 Data Gap Investigation); and
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• Media Management Plan, 6756 and 6792 Central Avenue, Newark, California, prepared by Farallon dated December 28, 2023 (2023 Media Management Plan).
According to the 2000 NFA Letter, two 1,000-gallon underground storage tanks (USTs) containing bunker fuel and gasoline, respectively, and one 20,000-gallon diesel aboveground storage tank (AST) and associated fuel islands and piping were removed from the Subject Property between 1991 and 1993. A soil and groundwater investigation was conducted in September 1999 to determine the extent of petroleum hydrocarbon contamination from the 20,000-gallon diesel AST and to assess the 1,000-gallon gasoline UST area. Based on the results of the investigation, an excavation was conducted north of the former AST in June 2000 and approximately 311 tons of soil and 2,300 gallons of groundwater were removed from the Subject Property. Confirmation samples collected at the conclusion of the excavation did not contain detectable concentrations of petroleum hydrocarbons. The former AST and USTs at the Subject Property that have received regulatory closure represent a historical recognized environmental condition in connection with the Subject Property. The 2000 NFA Letter is provided in Appendix D.
GaiaTech, Inc. conducted a Phase I ESA for 6792 Central Avenue in 2001. Following the Phase I ESA, GaiaTech, Inc. recommended a soil and groundwater investigation be conducted to investigate several potential environmental concerns identified, including the presence of a paint room and associated sumps, a chemical storage area, a debris storage area, and the potential for off-site properties to impact the Subject Property. The 2001 Phase II Report detailed the soil and groundwater investigation performed in 2001. Arsenic and chromium were detected at elevated concentrations; however, the 2001 Phase II Report concluded that the concentrations were within regional background concentrations.
The 2007 Investigation Letter detailed a soil and groundwater investigation conducted at 6792 Central Avenue to determine the extent of contamination associated with the unauthorized removal of a silver treatment system. Concentrations of volatile organic compounds (VOCs) and dissolved metals were detected in samples collected and analyzed during the investigation; however, the 2007 Investigation Report concluded that the VOC impact likely was associated with regional impacts because no VOC concentrations were detected in soil, and that the metals concentrations detected in soil were unlikely to mobilize, were of low solubility, and did not pose a threat to the surrounding area.
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The 2012 Phase I Report identified several recognized environmental conditions that had the potential to impact soil and groundwater at the Subject Property, including: current and former industrial operations, metals impact to soil and groundwater, the presence of an unknown AST, chlorinated solvent and petroleum hydrocarbon impacts to groundwater at adjoining facilities, and the former presence of USTs and an AST at the Subject Property. The 2012 Phase I Report recommended a soil and groundwater investigation be conducted at the Subject Property to assess the potential impacts to soil and groundwater.
The 2019 Phase I Report identified the Subject Property occupied by numerous commercial and light industrial tenants, and concluded historical use represented a recognized environmental condition in connection with the Subject Property. At the request of Ice Miller, Farallon performed a Phase II ESA to further assess several potential environmental concerns identified in the 2019 Phase I Report. A copy of the 2019 Phase II Report is included in Appendix D.
The 2019 Phase II ESA included collection of soil and reconnaissance groundwater samples from 25 locations for laboratory analysis. According to the 2019 Phase II Report, releases of total petroleum hydrocarbons as diesel-range organics (DRO) and as oil-range organics (ORO) from historical operations had occurred at several locations throughout the Subject Property. Soil sources for the impact to groundwater were not identified; however, the concentration gradient in groundwater across the Subject Property suggested soil sources exist on the Subject Property. The 2019 Phase II Report also identified the potential for contribution to the identified impact to groundwater by surrounding property releases.
Volatile constituents associated with petroleum hydrocarbons were not detected at concentrations exceeding the laboratory reporting limits in groundwater samples.
Between 2020 and 2023, Farallon performed numerous investigations that included installation of eight monitoring wells on the Subject Property and collection of numerous samples over time from the monitoring wells for laboratory analysis, and installation of three temporary monitoring wells on the down-gradient Cargill Salt property to evaluate groundwater quality down-gradient of the Subject Property. The comprehensive findings from these investigations are summarized in the 2023 Data Gap Investigation report, a copy
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of which is included in Appendix D. The 2023 Data Gap Investigation report concluded the following:
• The concentrations of constituents of concern in groundwater beneath the Subject Property are less than applicable regulatory standards; • Shallow groundwater beneath the Subject Property is not considered potable, and no migration pathways to sensitive receptors were identified; • Residual chemical impact beneath the Subject Property does not pose an unacceptable risk to human health, ecological health, or sensitive receptors, considering current and identifiable future land and water uses; and • The conceptual site model for the Subject Property meets the criteria for low-threat regulatory closure.
At the request of the ACWD, Farallon prepared the 2023 Media Management Plan to provide procedures for handling known and potential residual chemically impacted media beneath the Subject Property during future improvements. The 2023 Media Management Plan was required by the ACWD in support of regulatory closure. A copy of the 2023 Media Management Plan is included in Appendix D.
At the time of this Phase I ESA Report, the request for case closure for the Subject Property was going through the final review process at the ACWD, and according to the ACWD case manager, the findings from recent investigations are believed to support case closure.
Based on Farallon’s review of previous environmental studies, releases related to historical use of the Subject Property represent a recognized environmental condition in connection with the Subject Property. Available information suggests the releases will be issued regulatory closure in the near future, at which time the releases will represent a controlled recognized environmental condition in connection with the Subject Property that will require future management during subsurface improvements.
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5.0 SUBJECT PROPERTY AND ADJOINING PROPERTY HISTORY
Farallon reviewed the historical sources listed below as part of this Phase I ESA. The historical sources documented were reasonably ascertainable and practically reviewable during this Phase I ESA. Farallon is not responsible for the accuracy or completeness of the historical sources reviewed.
• Aerial photographs of the Subject Property and its vicinity dated 1928, 1938, 1946, 1954, 1960, 1968, 1974, 1981, 1987, 1993, 2004, 2009, 2010, 2012, 2014, and 2016 obtained from ERIS; and dated 1993, 2002 through 2018, and 2022 obtained from Google Earth;
• Digital Business, Haines, and Street Address Directories of Newark, California dated 1956, 1962, 1969, 1976, 1981, 1985, 1990, 1995, 1996, 1998, 2003, 2008, 2013, and 2018 obtained from ERIS; and
• USGS topographic maps of Newark and Hayward, California dated 1899, 1915, and 1959; and Newark, California dated 1947, 1948, 1959, 1968, 1973, 1980, 1996, 1997, and 2015 obtained from ERIS.
A search for fire insurance maps resulted in notification that there was no coverage for the Subject Property. Copies of historical sources are included in Appendix E.
5.1 SUBJECT PROPERTY
The Subject Property appeared undeveloped from the late 1890s through the 1940s. By 1954, 6756 Central Avenue appeared to be developed with a large industrial building and a small office building on the northwestern portion of the Subject Property. A medium-sized building on the southern portion of the Subject Property was present between 1954 and 1960, and by 1968, a small building on the northeastern portion of the Subject Property was present. The large warehouse at 6792 Central Avenue was developed between 1981 and 1987.
City directory listings for the Subject Property address included Orangeburg MFG Co. in 1962; Flintkote Co. Pipe Products Group in 1969; Bermico Co. in 1976; BHJ Products, Bay Cities Metal Products, Circo Glass, Gale Corp., M and M Pallet Co., Mason Ltd., and Mobile Facilities in 1981; BHJ Driveline, BHJ Products, BHJ Specialty Parts, Bay Cities Metal Products, Bay Mirrors Inc., Bay Temp Safety Glass, Ledawn Construction, M and M Pallet Co., and Mas On Ltd. in 1985; Hill D Trucking, Bay Cities Metal Products, Bay Mirror Inc., and
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J and J Pallet Co. in 1990; Hill D Trucking, R H Waste Recyclers, R H Wood Products, Rhema Stairs and Trim, and Western States Glass in 1995 and 1996; Hill D Trucking, R H Waste Recyclers, and R H Wood Products in 1998; D Hill Trucking, Edward S. Bay Area Grinding, R H Wood Products, Tenant Interiors, and Tri-City Marble from 2003 through 2008; All Good Pallets Inc., Edward S. Bay Area Grinding, Remodeling by TCM Inc., Set Right Tile Marble, and Tenant Interiors in 2013; and All Good Pallets Inc., Do It Yourself Granite Countertops, Edward S. Bay Area Grinding, Remodeling by TCM Inc., Tenant Interiors, and Villa Pallets in 2018.
City directory listings for 6792 Central Avenue at the Subject Property included Bay Mirror Inc. from 1995 to 2003 and Trench Plate Rental in 2018.
Additional information regarding the Subject Property history is provided in Section 4.5, Previous Environmental Studies; Section 6.2, County Agencies; and Section 7.1, Subject Property Listings.
5.2 ADJOINING PROPERTIES
Adjoining properties appeared to be undeveloped from the 1890s through the 1930s. In 1946, the south-adjoining property appeared developed with several buildings and manmade ponds. By 1960, all adjoining properties appeared to be improved with commercial and industrial buildings. Between the 1960s and 2000s, additional infill development continued and the adjoining properties appeared similar to the present by 2004.
City directory listings for adjoining properties included Pabco Gypsum, Matheson Tri-Gas, and other commercial and industrial businesses. Additional information regarding adjoining properties is provided in Section 7.2, Adjoining Facility Listings.
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6.0 STATE AND LOCAL GOVERNMENT AGENCY INTERVIEWS
The objective of interviews with state and/or local government agencies is to obtain information related to recognized environmental conditions in connection with the Subject Property. The interviews consist of questions asked in person, or by email, telephone, and/or online request for records.
6.1 COUNTY AGENCIES
Farallon contacted ACWD on April 3, 2024 to inquire whether notices of violations and/or reported hazardous spills at the Subject Property were on file, and regarding previous and current ASTs and USTs at the Subject Property. On April 5, 2024, Farallon was provided with the following records from a representative of ACWD: several soil and groundwater investigation work plans and reports; UST and AST removal, over-excavation, and closure documentation, City of Newark administrative citations; and correspondence regarding the Leaking Underground Fuel Tank case. Findings from these records are summarized in Section 4.5, Previous Environmental Studies.
6.2 CITY OF NEWARK
Farallon contacted the City of Newark on April 3, 2024 to inquire whether notices of violations and/or reported hazardous spills at the Subject Property were on file, and regarding previous and current ASTs and USTs at the Subject Property. On April 8, 2024, Farallon was provided with the following records from the City of Newark: several building permits for general improvement; a record for the installation of a 500-gallon propane AST associated with Trench Plate Rental Company; several fire inspection documents from 2012 through 2017, which indicated multiple fire code violations; and two permits for building demolition. These records were reviewed and did not indicate evidence of recognized environmental conditions in connection with the Subject Property.
6.3 HEALTH DEPARTMENT
Farallon contacted the Alameda County Department of Environmental Health (ACDEH) on April 3, 2024 to inquire whether notices of violations and/or reported hazardous spills at the Subject Property were on file, and regarding previous and current ASTs and USTs at the Subject Property. On April 8, 2024, a representative of the ACDEH stated that it had no records of storage tanks, hazardous material storage, or spills associated with the Subject Property. During Farallon’s 2019 Phase I ESA, Farallon was provided with the following
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records from the ACDEH: hazardous materials business plans, facility inspection records, hazardous material inspection records, historical photographs, tiered permit documents pertaining to treatment system discharge, and violations that have since been closed. These records were reviewed and did not indicate evidence of recognized environmental conditions in connection with the Subject Property.
6.4 FIRE DEPARTMENT
Farallon contacted the Newark Fire Department on April 3, 2024 to inquire whether notices of violations and/or reported hazardous spills at the Subject Property were on file, and regarding previous and current ASTs and USTs at the Subject Property. No response was received prior to completion of this Phase I ESA Report. During Farallon’s 2019 Phase I ESA, the Newark Fire Department referred the request to the City of Newark. Based on the volume of information obtained from other regulatory agencies and previous environmental studies, records from the Newark Fire Department are not anticipated to affect the conclusions of this report.
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7.0 RECORDS REVIEW
ERIS conducted a review of environmental regulatory agency database listings to identify reported environmental issues related to the Subject Property and facilities in the Subject Property vicinity. Pertinent regulatory files and/or records associated with the listings were reviewed by Farallon. Farallon used the greater of each approximate minimum search distance from the Subject Property for each of the referenced federal and state environmental databases, as specified in ASTM E1527-21.
Farallon reviewed the ERIS Database Report dated April 5, 2024, prepared for the Subject Property (2024 ERIS Report), to note reported facilities in the vicinity of the Subject Property that were considered to have a potential to adversely impact the Subject Property (i.e., are known to have resulted in or are expected to result in a recognized environmental condition). Reported facilities were evaluated with respect to the nature and extent of a given release, the distance of the reported facility from the Subject Property, the geology of the area, and the topographic position of a reported facility with respect to known or expected local and/or regional groundwater flow direction.
The complete database names for the abbreviations used in this Phase I ESA Report, the descriptions of the databases searched, and the associated search distances from the Subject Property are provided in the 2024 ERIS Report presented in Appendix F.
7.1 SUBJECT PROPERTY LISTINGS
The 2024 ERIS Report, and findings from the 2019 Phase I ESA Report, identified the following listings for the Subject Property at the addresses shown:
• 6756 Central Avenue, located on the Subject Property, was identified in the CERS
HAZ, EMISSIONS, FINDS/FRS, CLEANUP SITES, HHSS, HIST MANIFEST, HIST TANK,
HAZNET, RCRA NON GEN, RCRA SQG, C&D DEBRIS RECY, TRIS, HAZ GEN, UST SWEEPS, CONT ALAMEDA, and SWF/LF databases. According to the ERIS Report, the Subject Property was listed for violations associated with hazardous material business plan preparation, updates, and submittal; and hazardous material handling and storage for multiple tenants between 2013 and 2018. Violations were generally administrative in nature and corrective actions were completed within a reasonable time frame. A leak was reported by Bay Mirror, Inc. related to Stoddard solvent, mineral spirits, and distillates that affected soil in 1985, and remedial activities were
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conducted in 1991. Case closure for the leak was granted by the Regional Board in December 2000. Tri-City Marble was listed for air emissions between 2001 and 2016 with no violations recorded; currently was listed as a Resource Conservation and Recovery Act small quantity generator with no violations recorded as of December 2018; and was identified as an air emitter. The Subject Property contained a 20,000-gallon diesel AST, a 1,000-gallon bunker fuel UST, and a 1,000- gallon unleaded gasoline UST that were removed as detailed in Section 4.5, Previous Environmental Studies. Valley Recycling/Earth Tones Mulch Company was listed as a solid waste landfill that undertakes chipping and grinding activities. Several toxic offsite releases of copper compounds and lead compounds, xylene in fugitive and onsite stack air, were reported by Arch Mirror West. A release of styrene in fugitive and on-site stack air was also reported in 2004 by Tri-City Marble. • 6792 Central Avenue, located on the Subject Property, was identified in the
FINDS/FRS, ENVIROSTOR, CHMIRS, HIST MANIFEST, HAZNET, ICIS, EMISSIONS, RCRA SQG, and RCRA TSD databases. According to the ERIS Report, Arch Mirror West appears on the RCRA TSD and RCRA SQG for a reported violation in 2004. Bay Mirror Inc. appears in the FINDS/FRS database as a hazardous air discharger. According to the CHMIRS database, a chemical spill was reported by the Union Sanitary District for an incident in which a mixture of styrene and tap water reached a storm drain due to a slip line leak, but did not reach a waterway.
• 6756 and 6792 Central Avenue, located on the Subject Property, was identified in the DELISTED LST, RCRA NON GEN, HAZ GEN, CLEANUP SITES, and FINDS/FRS databases. These listings primarily relate to the current cleanup actions currently being performed under the ACWD oversight, as summarized in Section 4.5, Previous Environmental Studies.
Farallon searched the California State Water Resources Control Board GeoTracker Database (GeoTracker database) and the California Department of Toxic Substances Control EnviroStor database (EnviroStor database) for records related to the Subject Property. The Subject Property was identified in the EnviroStor database as holding a tiered permit that is inactive and needs evaluation. According to the Tiered Permitting Phase I Environmental Assessment Checklist completed for the Subject Property in 1996, no further investigation is necessary for the Subject Property. Listings for the Subject Property under GeoTracker relate
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to historical closure of USTs in 2000, and the current open release case under ACWD oversight, as summarized in Section 4.5, Previous Environmental Studies.
Farallon also searched the California DTSC Hazardous Waste Tracking System (HWTS) for records related to the Subject Property. Farallon searched the DTSC-HWTS for toxic waste generated at the Subject Property. The database contained waste manifests from Jaffe Witkin Properties in 2019; and from 6756-6792 Central Ave. Newark CA LLC in 2022, which indicated the removal of asbestos containing product from the Subject Property, likely related to building material disposal during building demolition.
7.2 ADJOINING FACILITY LISTINGS
ASTM defines “adjoining” as “any real property or properties the border of which is contiguous or partially contiguous with that of the Subject Property, or that would be contiguous or partially contiguous with that of the Subject Property but for a street, road, or other public thoroughfare separating them.” The ERIS Report identified the following adjoining facilities in the databases reviewed:
• Pacbo Gypsum at 37851 Cherry Street, an industrial gypsum product manufacturer northeast-adjoining and up- to cross-gradient of the Subject Property with respect to documented groundwater flow, was identified in the ERNS, FINDS/FRS, LUST, AST,
CERS TANK, EMISSIONS, HHSS, HAZNET, PRP, HIST MANIFEST, HIST TANK, RCRA
NON GEN, TRIS, AST SWRCB, UST SWEEPS, AST ALAMEDA, CONT ALAMEDA, HAZ GEN, and RCRA SQG databases. According to the ERIS Report and GeoTracker database, the facility is an air emitter and currently has a 10,000-gallon petroleum AST. The facility was identified as an air emitter and formerly had several USTs.
Multiple USTs reportedly failed tank tightness tests in May 1991 and were subsequently removed. During removal, petroleum impacts to soil and groundwater were identified and a leaking UST case was opened. An investigation was conducted and remedial efforts included free product removal, pumping and treatment of groundwater, and soil excavation between 1992 and 2009. The case was granted closure in September 2013 by the Regional Board; however, several post-closure requirements remain in-place, including no excavation of contaminated soil, no groundwater extraction, and notification to the Regional Board prior to land use changes or development.
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• Matheson Tri-Gas Inc. at 6775 Central Avenue, an industrial gas cylinder processing facility west-adjoining and cross-gradient of the Subject Property with respect to documented groundwater flow, was identified in the CERS HAZ, CHMIRS, CLEANUP
SITES, EMISSIONS, ENVIROSTOR, ERNS, FINDS/FRS, HIST CHMIRS, HHSS, HIST MANIFEST, HIST TANK, HWP, ICIS, HAZNET, CONT ALAMEDA, RCRA LQG, and RCRA TSD databases. According to the ERIS Report and GeoTracker database, the facility was identified as a large quantity generator of hazardous waste. This facility is an air emitter, with multiple small-quantity releases of vapor contaminants due to faulty containment cylinders between 1995 and 2017. A large-quantity release occurred in October 2001, resulting in 25,000 gallons of 0.2 percent sodium hydroxide solution being released into an unnamed flood channel of the San Francisco Bay and 300 gallons of 1 percent sodium hydroxide solution to a storm drain leading to an unnamed flood channel of the San Francisco Bay. According to previous investigations performed at the facility, groundwater and soil vapor have been impacted by VOCs. Investigations are ongoing, and impacted media have been identified as extending beyond the facility boundaries toward the south-southwest.
The facility currently is regulated by the Regional Board and semiannual groundwater monitoring indicates that VOCs are present at concentrations exceeding cleanup levels in groundwater at the facility and south-adjacent facility. • HB Fuller at 6925 Central Avenue, a manufacturer of polymers and water-based adhesives west-adjoining and cross-gradient of the Subject Property with respect to documented groundwater flow, was identified in the CERCLIS, CERCLIS NFRAP,
CDO/CAO, FINDS/FRS, HHSS, HIST TANK,HIST MANIFEST, RCRA NON GEN, HAZNET, SEMS ARCHIVE, CLEANUP SITES, and ENVIROSTOR databases. According to the ERIS Report and GeoTracker database, the facility was identified as having impacted soil and groundwater from storage tanks at the facility. Soil and groundwater investigations conducted at the facility in 1982 revealed the presence of VOCs in soil and groundwater. Groundwater extraction and air stripping were initiated in 1986 and the remedial system operated until 1997, when the Regional Board granted a request to terminate the remedial system. The facility currently is regulated by the Regional Board. Annual groundwater monitoring conducted in 2023 indicated that VOCs are present at concentrations exceeding cleanup levels in groundwater at the facility, with concentrations decreasing, stable, or showing no trend. According to a 2015 Annual Groundwater Monitoring Report, the lateral and vertical extents of VOC
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contamination in groundwater have been delineated and VOCs have not been detected in down-gradient monitoring wells off the property. • Mission Linen Supply at 6590 Central Avenue, an active dry cleaning facility northadjoining and up-gradient of the Subject Property with respect to documented groundwater flow, was identified in the CERS HAZ, EMISSIONS, and DRYCLEANERS databases. Neither major violations nor incidents regarding an environmental release were associated with this business.
• Milprint Packaging/Bemis Company/Pechiney Plastic/American National Can at 6590 Central Avenue, north-adjacent and up-gradient of the Subject Property with respect to documented groundwater flow, was identified in the CLEANUP SITES, EMISSIONS, HHSS, HIST TANK, RCRA LQG, CONT ALAMEDA, and RCRA NON GEN databases. The property has been in industrial use since 1957, during which time toluene, benzene, methyl-ethyl-ketone, tetrachloroethylene, trichloroethylene, and other solvents historically were used and stored on the property. USTs were known to have existed on the property; however, no additional information regarding the USTs could be found. During the removal of hydraulic rams and a concrete sump on the property in July 1990, impacted soil was encountered. In October 1999, soil excavation and bioremediation soil treatment activities were used in the cleanup of the ORO- and grease-impacted soil, which was then spread out on the southwestern portion of the property. Based on low detections of analyte concentrations in soil samples and non-detectable concentrations in groundwater samples, ACWD concluded that the property did not appear to pose a threat to the beneficial uses of groundwater and the Regional Board closed the case. According to Regional Board records, a No Further Action determination was issued for this property on April 18, 2000. Alcan Plastic Packaging Plant had an entry on GeoTracker for a leak of total petroleum hydrocarbons from a hydraulic lift. Impacted soil was excavated and impacted water was removed, and the case was closed in 2008.
Based on the information provided in the ERIS Report and regulatory files, their topographic location and/or distance relative to the Subject Property, and subsurface data obtained from the Subject Property, none of the adjoining facilities identified was considered to represent a recognized environmental condition in connection with the Subject Property, although
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releases on the adjoining properties may have contributed to low-level impact to groundwater beneath the Subject Property.
7.3 SURROUNDING FACILITY LISTINGS
Reported facilities within 0.25 mile up-gradient or 0.125 mile cross-gradient of the Subject Property are considered to have a potential to have impacted the Subject Property, depending on the depth and the directional flow of groundwater. Facilities that were listed in the ERIS Report but not identified as a reported facility (e.g., a facility listed as a hazardous waste generator but not as having had a release), and facilities that were listed as “Closed” were not considered to have a potential to have impacted the Subject Property.
Based on Farallon’s review of the ERIS Report, in conjunction with subsurface data obtained from the Subject Property, none of the surrounding facilities identified was considered to represent a recognized environmental condition in connection with the Subject Property.
7.4 UNPLOTTABLE LISTINGS
Listings or facilities that cannot be mapped due to inaccurate or inadequate address information are identified as “unplottable” in the ERIS Report.
The ERIS Report identified 26 unplottable facilities. Farallon located these unplottable facilities as practical and, according to the information provided by ERIS, the unplottable facilities located do not represent a recognized environmental condition in connection with the Subject Property.
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8.0 SUBJECT PROPERTY INTERVIEW
Farallon attempted to interview individuals familiar with the Subject Property, including owners, operators, and occupants, to obtain additional Subject Property information.
Interviews were conducted in person, in writing, or by telephone. The individual(s) interviewed, and their responses are discussed in the following sections.
8.1 INTERVIEW WITH SUBJECT PROPERTY REPRESENTATIVE
On April 24, 2024, Farallon interviewed Gavin Fisco of Prologis, representative of the Subject Property. The following information was obtained from this interview:
• Gavin Fisco is the owner representative and has been involved with the Subject Property since 2019.
• The Subject Property is currently vacant and is planned for commercial redevelopment.
• No known ASTs or USTs are present at the Subject Property. • Historical releases on the Subject Property are currently undergoing cleanup under regulatory oversight by the ACWD.
• Utilities are provided by local municipalities.
• Roll up doors for the Subject Property building were sealed shut and blocked off, which prevented rainwater from discharging to the storm drains in the truck loading area and resulted in flooding.
• Historical use of hazardous materials is documented in prior assessment documents. • Soil and concrete stockpiles on the Subject Property were generated during building demolition activities.
Gavin Fisco stated on behalf of the Subject Property owner that with the possible exception of current cleanup actions, there have not been any pending, threatened, or past:
• Litigation relevant to hazardous substances or petroleum products in, on, or from the Subject Property;
• Administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the Subject Property; or
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• Notices from a governmental entity regarding violations of environmental laws or liability relating to hazardous substances or petroleum products.
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9.0 SITE RECONNAISSANCE
Farallon conducted a site reconnaissance on April 12, 2024 to observe the Subject Property for physical evidence of recognized environmental conditions. The methodology used for the site reconnaissance and the observations made and limiting conditions encountered are discussed below. Photographs taken during the site reconnaissance are presented in Appendix B.
9.1 SITE RECONNAISSANCE METHODOLOGY
Weather conditions at the time of the reconnaissance were sunny, with a temperature of approximately 72 degrees Fahrenheit. Farallon conducted a walk around the entire perimeter of the Subject Property and inspected accessible interior portions of the Subject Property buildings.
9.1.1 Limiting Conditions
Limiting conditions encountered during this Phase I ESA were the presence of an office trailer and an encampment on exterior portions of the Subject Property that prevented Farallon from observing the entire ground surface of the Subject Property, and the presence of furniture and equipment in the Subject Property buildings that prevented Farallon from observing entire interior floor surfaces. Based on information obtained from the Subject Property representative, these limiting conditions are not expected to affect the conclusions of this Phase I ESA Report.
9.2 INTERIOR OBSERVATIONS
Farallon’s comments related to observations of the interior of the Subject Property building during the site reconnaissance are provided in Section 9.2.1.
INTERIOR OBSERVATIONS YES NO
Odor(s) X
Heating/Cooling System(s) X
Drain(s) and/or Sump(s) X
Staining and/or Corrosion X
Storage Tank(s), Vent Pipe(s), Fuel Port(s), and/or Fill Pipe(s) X
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INTERIOR OBSERVATIONS YES NO
Clarifier(s) X
Drum(s) and/or Other Container(s) X
Pool(s) of Liquid X
Automobile Lift(s) X
Well(s) X
Hazardous Material(s) and/or Petroleum Product(s) X
Hazardous Waste(s) X
Polychlorinated Biphenyl-Containing Item(s) X
9.2.1 Interior Observation Comments
Heating/Cooling System(s)
The Subject Property building is heated by natural gas, which is provided by Pacific Gas and Electric Company.
Drain(s) and/or Sump(s)
Farallon observed several floor drains in the warehouse of the Subject Property building, which reportedly discharge to the sanitary sewer system.
Pool(s) of Liquid
Farallon observed storm water pooling on the floor of the truck loading dock inside the Subject Property building. According to the Subject Property representative, the roll up doors were previously sealed shut and blocked off, which prevented the rainwater from discharging to the storm drains in the truck loading area.
Polychlorinated Biphenyl-Containing Item(s)
Farallon observed wall-mounted transformers in the Subject Property building. The transformers appeared to be in good condition, with no evidence of release noted.
9.3 EXTERIOR OBSERVATIONS
Farallon’s comments related to observations of the exterior of the Subject Property during the site reconnaissance are provided in Section 9.3.1.
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EXTERIOR OBSERVATIONS YES NO
Odor(s) X
Staining and/or Corrosion X
Storage Tank(s), Vent Pipe(s), and/or Fuel Port(s) X
Clarifier(s) X
Drum(s) and/or Other Container(s) X
Pool(s) of Liquid X
Hazardous Material(s) and/or Petroleum Product(s) X
Hazardous Waste(s) X
Pit(s), Pond(s), and/or Lagoon(s) X
Stressed Vegetation X
Solid (Nonhazardous) Waste(s)—Evidence of Dumping X
Wastewater X
Domestic Water X
Well(s) X
Septic/Sewer System(s) X
Stormwater X
Polychlorinated Biphenyl-Containing Item(s) X
Significant Amount of Fill Material X
9.3.1 Exterior Observation Comments
Staining and/or Corrosion
Farallon observed de minimis petroleum staining throughout the Subject Property that appeared to be from parked vehicles on the Subject Property. De minimis staining was also observed proximate to a hydraulic oil drum on the southeastern portion of the Subject Property.
Drum(s) and/or Other Container(s)
Farallon observed two 55-gallon drums that appear to contain investigation derived waste on the eastern portion of the Subject Property, and a single 55-gallon drum containing hydraulic oil on the southeastern portion of the Subject Property. The drums appeared to be
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in good condition with no evidence of spills, although de minimis staining was observed proximate to the hydraulic oil drum.
Hazardous Material(s) and/or Petroleum Product(s)
Farallon observed a 55-gallon drum containing hydraulic oil on the eastern portion of the Subject Property as described above.
Solid (Nonhazardous) Waste(s)—Evidence of Dumping
Municipal wastes were observed in the encampment area located on the southeastern portion of the Subject Property.
Domestic Water
Domestic water is supplied to the Subject Property buildings by the ACWD.
Well(s)
Farallon observed eight groundwater monitoring wells on the Subject Property related to current investigate actions under the ACWD oversight. The well head for one of the monitoring wells was observed to be damaged.
Septic/Sewer System(s)
Sanitary sewage generated at the Subject Property discharges to the municipal sanitary sewer system.
Stormwater
Stormwater generated at the Subject Property infiltrates the ground surface or is directed into catch basins in the driveway and loading dock area which likely discharge to the local municipal storm sewer system.
Significant Amount of Fill Material
Farallon observed several crushed concrete and soil stockpiles on the northeastern portion of the Subject Property. According to the Subject Property representative, the soil and concrete stockpiles were generated during building demolition activities and will be used during redevelopment.
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10.0 FINDINGS AND OPINIONS
Farallon performed a Phase I ESA in accordance with ASTM E1527-21 and the Authorization. Significant findings are identified below.
Farallon observed de minimis petroleum staining throughout the Subject Property that appeared to be from parked vehicles on the Subject Property. De minimis staining was also observed proximate to a hydraulic oil drum on the southeastern portion of the Subject Property.
Two 1,000-gallon USTs containing bunker fuel and gasoline, respectively, and one 20,000- gallon diesel AST and associated fuel islands and piping were removed from the Subject Property between 1991 and 1993. A soil and groundwater investigation was conducted in September 1999 to determine the extent of petroleum hydrocarbon contamination from the 20,000-gallon diesel AST and to assess the 1,000-gallon gasoline UST area. Based on the results of the investigation, an excavation was conducted north of the former AST in June 2000 and approximately 311 tons of soil and 2,300 gallons of groundwater were removed from the Subject Property. Confirmation samples collected at the conclusion of the excavation did not contain detectable concentrations of petroleum hydrocarbons, and the tanks were issued case closure in 2000. The former ASTs and USTs at the Subject Property that have received regulatory closure represent a historical recognized environmental condition in connection with the Subject Property.
The Subject Property was historically used by tenants for industrial purposes, and numerous previous environmental studies were performed that suggested chemical releases had occurred at the Subject Property. The potential was also identified for surrounding property use to have contributed to the residual chemical impact to groundwater beneath the Subject Property. Based on Farallon’s review of previous environmental studies, releases related to historical use of the Subject Property represent a recognized environmental condition in connection with the Subject Property. Available information suggests the releases will be issued regulatory closure in the near future, at which time the releases will represent a controlled recognized environmental condition in connection with the Subject Property that will require future management during subsurface improvements.
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11.0 CONCLUSIONS
Farallon conducted a Phase I ESA for the property at 6756 and 6792 Central Avenue in Newark, California in conformance with the scope and limitations of ASTM E1527-21. Any exceptions to or deletions from this practice are described in Section 1.5, Deviations.
This assessment identified the following recognized environmental condition in connection with the Subject Property:
• The known chemical releases to soil and groundwater from historical use that are currently being evaluated for regulatory closure.
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12.0 BIBLIOGRAPHY
Alameda County Assessor. 2024. Search Property Information for Parcel Nos. 92A-2165-14, 92A-2165-15, 92A-2165-16, and 92A-2165-17.
<http://acgov.org/assessor/resources/parcel_viewer.htm>. (April 24, 2024.) Alameda County Water District. 2000. Letter Regarding Recommendation for Spills, Leaks, Investigation and Cleanup Case Closure of Bay Mirror, 6756 Central Avenue, Newark (Site #20). From Paul Piraino. To Lawrence P. Kolb, California Regional Water Quality Control Board, San Francisco Bay Region. September 14.
California Department of Conservation, Division of Oil, Gas, and Geothermal Resources. 2024. Well Finder Database Search.
<http://www.conservation.ca.gov/calgem/Pages/wellfinder.aspx>. (April 24, 2024.) California Department of Toxic Substances Control. 2024. EnviroStor Database Search. <https://www.envirostor.dtsc.ca.gov/public/>. (April 24, 2024.) California State Water Resources Control Board. 2024. GeoTracker Database Search. <http://geotracker.waterboards.ca.gov>. (April 24, 2024) City of Newark. 2019. Administrative Citation – 6756 Central Ave prepared for site owner Witkin Enterprises I LLC & JAF, February 28.
———. 2018. Administrative Citation – 6756 Central Ave prepared for site owner Witkin Enterprises I LLC & JAF, November 13.
Compliance & Closure, Inc. 2007. Letter Regarding Confirmation Soil and Groundwater Investigation Report, Former Arch Mirror West Site, 6792 Central Avenue, Newark, California. From Gary R. Mulkey. To Doug Young, Alameda County Water District.
November 19.
Environmental Risk Information Services. 2019. Physical Setting Report. 6756 and 6792 Central Avenue, Newark, California 94560. February 28.
———. 2019. Database Report. 6756 and 6792 Central Avenue, Newark, California 94560.
March 1.
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———. 2019. Fire Insurance Maps. 6756 and 6792 Central Avenue, Newark, California 94560. March 1.
———. 2019. Historical Aerials. 6756 and 6792 Central Avenue, Newark, California 94560.
March 1.
———. 2019. Topographic Maps. 6756 and 6792 Central Avenue, Newark, California 94560.
March 1.
———. 2019. City Directory. 6756 and 6792 Central Avenue, Newark, California 94560.
March 5.
Environmental Risk Information Services. 2024. Database Report. 6756 and 6792 Central Avenue, Newark, California 94560. April 5.
Farallon Consulting, L.L.C. 2019. Proposal for Phase I Environmental Site Assessment, 6756 and 6792 Central Avenue, Newark, California. From Gavin Polite Fisco and Scott Allin.
To Jefferey Dack, Ice Miller LLP. February 28.
———. 2019. Phase I ESA User Questionnaire. Completed by Jaffe Witkin Properties. March 4. ———. 2019. Interview Regarding Former Environmental Investigations and Remediation Actions Between a Representative of Farallon and a Representative of the Alameda County Water District. March 5.
———. 2019. Inquiry Regarding Permits for Aboveground and Underground Storage Tanks, Notices of Violations, and Hazardous Spills Between a Representative of Farallon and a Representative of the Alameda County Fire Department. March 5. ———. 2019. Interview Regarding Permits for Aboveground and Underground Storage Tanks, Notices of Violations, and Hazardous Spills Between a Representative of Farallon and a Representative of the City of Newark. March 5.
———. 2019. Interview Regarding the Subject Property Between a Representative of Farallon and Michael Witkin, Representative of the Subject Property. March 6.
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———. 2019. Interview Regarding Notices of Violations and Hazardous Spills from a Representative of Farallon to a Representative of the Alameda County Department of Environmental Health. March 7.
———. 2019. Letter Regarding Comprehensive Phase II Environmental Site Assessment Findings, 6756 and 6782 Central Avenue, Newark, California. From Scott Allin and Gavin Polite Fisco. To Jeffrey Dack, Ice Miller LLP. June 12. ———. 2020. Letter Regarding Groundwater Monitoring Well Installation and Sampling, 6756 and 6782 Central Avenue, Newark, California. From Scott Allin and Henry Pietropaoli.
To Douglas Young, Alameda County Water District. April 20. ———. 2020. Letter Regarding Second Quarter 2020 Groundwater Monitoring Report, 6756 and 6782 Central Avenue, Newark, California. From Scott Allin and Brandon Flickinger. To Douglas Young, Alameda County Water District. September 17. ———. 2022. Letter Regarding First and Second Quarter 2021 Groundwater Monitoring and Request for Site Closure, 6756 and 6782 Central Avenue, Newark, California. From Scott Allin and Peter Sims. To Ava Lazor, Alameda County Water District. March24. ———. 2023. Letter Regarding Data Gap Investigation and Request for Site Closure, 6756 and 6782 Central Avenue, Newark, California. From Scott Allin and Peter Sims. To Ava Lazor, Alameda County Water District. September 13. ———. 2024. Proposal for Phase I Environmental Site Assessment, 6756 and 6792 Central Avenue, Newark, California. From Scott Allin. To Gavin Polite Fisco, Prologis L.P.
April 3.
———. 2024. Interview Regarding Former Environmental Investigations and Remediation Actions Between a Representative of Farallon and a Representative of the Alameda County Water District. April 5.
———. 2024. Inquiry Regarding Permits for Aboveground and Underground Storage Tanks, Notices of Violations, and Hazardous Spills Between a Representative of Farallon and a Representative of the Alameda County Fire Department. April 3.
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———. 2024. Interview Regarding Permits for Aboveground and Underground Storage Tanks, Notices of Violations, and Hazardous Spills Between a Representative of Farallon and a Representative of the City of Newark. April 8.
———. 2024. Interview Regarding the Subject Property Between a Representative of Farallon and Gavin Polite-Fisco, Owner Representative. April 24. ———. 2024. Interview Regarding Notices of Violations and Hazardous Spills from a Representative of Farallon to a Representative of the Alameda County Department of Environmental Health. April 8.
GaiaTech, Inc. 2001. Phase II Subsurface Investigation of Bay Mirror, Incorporated, 6792 Central Avenue, Newark, California. Prepared for Bay Mirror Inc. May 8.
Haley & Aldrich, Inc. 2012. Draft Letter Regarding ASTM Phase I Environmental Site Assessment, 6756 and 6792 Central Avenue, Newark, California. From Josephine Kimura, Kit Soo, and Voytek Bajsarowicz. To John W. Greer, Trammell Crow Company.
October 29.
Prologis, L.P. 2022. Master Services Agreement. Between Prologis, L.P. and Farallon Consulting, L.L.C. December 27.
———. 2024. User Questionnaire. Completed by Prologis, L.P. April 3.
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13.0 LIMITATIONS
13.1 GENERAL LIMITATIONS
The conclusions contained in this report/assessment are based on professional opinions with regard to the subject matter. These opinions have been arrived at in accordance with currently accepted hydrogeologic and engineering standards and practices applicable to this location. The conclusions contained herein are subject to the following inherent limitations:
• Accuracy of Information. Farallon obtained, reviewed, and evaluated certain information used in this report/assessment from sources that were believed to be reliable. Farallon’s conclusions, opinions, and recommendations are based in part on such information. Farallon’s services did not include verification of its accuracy or authenticity. Should the information upon which Farallon relied prove to be inaccurate or unreliable, Farallon reserves the right to amend or revise its conclusions, opinions, and/or recommendations.
• Reconnaissance and/or Characterization. Farallon performed a reconnaissance and/or characterization of the Subject Property that is the subject of this report/assessment to document current conditions. Farallon focused on areas deemed more likely to exhibit hazardous materials conditions. Contamination may exist in other areas of the Subject Property that were not investigated or were inaccessible. Subject Property activities beyond Farallon’s control could change at any time after the completion of this report/assessment.
For the foregoing reasons, Farallon cannot and does not warrant or guarantee that the Subject Property is free of hazardous or potentially hazardous substances or conditions, or that latent or undiscovered conditions will not become evident in the future. Farallon’s observations, findings, and opinions can be considered valid only as of the date of the report.
This report/assessment has been prepared in accordance with the contract for services between Farallon and Prologis, L.P., and currently accepted industry standards. No other warranties, representations, or certifications are made.
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13.2 LIMITATION ON RELIANCE BY THIRD PARTIES
Reliance by third parties is prohibited. This report/assessment has been prepared for the exclusive use of Prologis, L.P to address the unique needs of Prologis, L.P. at the Subject Property at a specific point in time.
This is not a general grant of reliance. No one other than Prologis, L.P. may rely on this report unless Farallon agrees in advance to such reliance in writing. Any unauthorized use, interpretation, or reliance on this report/assessment is at the sole risk of that party, and Farallon will have no liability for such unauthorized use, interpretation, or reliance. www.farallonconsulting.com
FIGURES
PHASE I
ENVIRONMENTAL SITE ASSESSMENT REPORT
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
Checked By: SA Disc Reference:
FARALLON PN: 2057-002
³
SITE VICINITY MAP
6756 AND 6792 CENTRAL AVENUE
NEWARK, CALIFORNIA
Washington
Issaquah | Bellingham | Seattle
Oregon
Portland | Bend | Baker City
California
CONSULTING Oakland | Folsom | Irvine
Quality Service for Environmental Solutions | farallonconsulting.com Farallon
Drawn By: gfisco Date: 5/15/2019
Q:\Projects\2057 Ice Miller\001_SSI\_Ice_Miller.aprx
FIGURE 1
REFERENCE: 7.5 MINUTE USGS QUADRANGLE NEWARK, CALIFORNIA, DATED 2013 0 4,000
SCALE IN FEET
NEWARK
SITE LOCATION
Service Layer Credits: Source: Esri, Maxar,
Earthstar Geographics, and the GIS User
Community
Checked By: SA Disc Reference:
FIGURE 2
FARALLON PN: 1071-105
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")T
!<
!< !< !<
!<
!<
!<
!<
G
ENCAMPMENT
CARGILL
SALT
RAILROAD
COMMERCIAL/INDUSTRIAL
COMMERCIAL/
INDUSTRIAL
G
DRAINAGE DITCH
GRAVEL YARD
G
55-GALLON HYDRAULIC
OIL DRUM
G
YARD 2
FORMER
BUILDING
SLAB
G
OVERGROWN
VEGETATION
ON STOCKPILE
G
PALLET STORAGE
MATHESON
PABCO
GYPSUM
G
FORMER WATER AND
PROPANE ASTs
G
DRUMS
G
ELECTRICAL MAINTENANCE ROOM DRIVEWAY
G
CONCRETE STOCKPILE
TRI CITY PLASTICS, INC. G
VEGETATED YARD
G
SOIL STOCKPILE
SYCAMORE STREET
6792 BUILDING
VACANT
US AIR
SUPPLY
G
FLOOR DRAINAGE SYSTEM
G
FLOODED
TRUCK
LOADING G
IMPORTED GRAVEL STOCKPILE
G
FORMER BUILDING SLAB
G
OFFICE TRAILER
G
FORMER BUILDING SLAB
COMMERCIAL/
INDUSTRIAL
MATHESON
TRIGAS DRIVEWAY
CENTRAL AVENUE
MISSION LINEN
UNIFORM SERVICE
360 STORAGE CENTER
³
SITE PLAN
6756 AND 6792 CENTRAL AVENUE
NEWARK, CALIFORNIA
Washington
Issaquah | Bellingham | Seattle
Oregon
Portland | Baker City
California
Oakland | Irvine CONSULTING
Farallon
Date: 4/30/2024
LEGEND
!< GROUNDWATER MONITORING WELL
?! DRUM
")T TRANSFORMER
DRAINAGE DITCH
DRAINAGE FEATURE
STOCKPILE
SITE BOUNDARY
ALAMEDA COUNTY PARCEL BOUNDARY
0 250
SCALE IN FEET
Drawn By: lmurock
Path: Q:\Projects\1071 Prologis\105 6756 & 6792 Central Ave\Mapfiles\008\Figure-02_SitePlan.mxd Your Challenges. Our Priority. | farallonconsulting.com NOTES:
1. ALL LOCATIONS ARE APPROXIMATE.
2. FIGURES WERE PRODUCED IN COLOR. GRAYSCALE COPIES MAY NOT REPRODUCE ALL ORIGINAL INFORMATION.
AST = ABOVEGROUND STORAGE TANK
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APPENDIX A
PROFESSIONAL QUALIFICATIONS
PHASE I
ENVIRONMENTAL SITE ASSESSMENT REPORT
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
Your Challenges. Our Priority. | farallonconsulting.com SCOTT ALLIN, R.E.P.A.
Principal Environmental Scientist
BS Physical Science (Hydrology)
30 years' experience
Scott Allin has 30 years of project and program management experience in the evaluation and reporting of environmental liability associated with the sale or Brownfield redevelopment of impaired properties. He has supported the needs of developers and others in the acquisition of Cost Cap and Finite Risk environmental insurance to manage long-term environmental risks. He has provided clients with value-added due diligence services for single properties and large multimillion-dollar mixed-use portfolios, both nationally and internationally. Scott has provided guidance for evaluating environmental risks during complex mergers and acquisitions; and management services for implementation of remedial actions, asbestos abatement, environmental audit programs, and environmentally sensitive property improvements.
www.farallonconsulting.com
APPENDIX B
SUBJECT PROPERTY PHOTOGRAPHS
PHASE I
ENVIRONMENTAL SITE ASSESSMENT REPORT
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
1 www.farallonconsulting.com
SUBJECT PROPERTY PHOTOGRAPHS
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
Photograph 1. Front of Subject Property building, looking southwest.
Photograph 2. Subject Property building, looking west.
Photograph 3. Subject Property, looking west from the eastern Subject Property boundary.
Photograph 4. Subject Property, looking northwest from the southeastern Subject Property boundary.
Photograph 5. Yard 2, looking east.
Photograph 6. Yard 2, looking south.
Photograph 7. Damaged monitoring well in Yard 2.
Photograph 8. Pallet storage in Yard 2, looking southwest.
Photograph 9. 55-gallon hydraulic oil drum on the southeastern portion of the Subject Property.
Photograph 10. Driveway south of the Subject Property building, looking west.
Photograph 11. Former building slab in the Gravel Yard.
Photograph 12. Drainage ditch and encampment on the southeastern corner of the Subject Property.
Photograph 13. Two small stockpiles of crushed concrete and soil on the northeastern corner of the Subject Property.
Photograph 14. 55-gallon drums with unknown contents on the eastern portion of the Subject Property.
Photograph 15. Overgrown stockpile on the eastern portion of the Subject Property.
Photograph 16. Imported fill stockpile for future construction, looking southwest.
Photograph 17. Former building concrete slab on the northeastern portion of the Subject Property.
Photograph 18. Loading yard east of the Subject Property building.
Photograph 19. Location of former water and propane aboveground storage tanks.
Photograph 20. Truck loading dock and trailer on the eastern side of the Subject Property building.
Photograph 21. Former cylinder storage area inside the Subject Property building.
Photograph 22. Interior of the Subject Property building, looking north.
Photograph 23. Interior of the Subject Property building, looking south.
Photograph 24. Electrical maintenance room in the Subject Property building.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
2 www.farallonconsulting.com
Photograph 25. Floor drain system in the Subject Property building.
Photograph 26. Transformers inside the electrical maintenance room.
Photograph 27. Office space inside the Subject Property building.
Photograph 28. Flooded truck loading area inside the Subject Property building.
Photograph 29. Former building concrete slab on the northeast-adjoining property.
Photograph 30. North-adjoining Mission Linen and Uniform Service.
Photograph 31. Northeast-adjoining Pabco Gypsum.
Photograph 32. East-adjoining railroad spur followed by east-adjoining property.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
3 www.farallonconsulting.com
Photograph 1. Front of Subject Property building, looking southwest.
Photograph 2. Subject Property building, looking west.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
4 www.farallonconsulting.com
Photograph 3. Subject Property, looking west from the eastern Subject Property boundary.
Photograph 4. Subject Property, looking northwest from the southeastern Subject Property boundary.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
5 www.farallonconsulting.com
Photograph 5. Yard 2, looking east.
Photograph 6. Yard 2, looking south.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
6 www.farallonconsulting.com
Photograph 7. Damaged monitoring well in Yard 2.
Photograph 8. Pallet storage in Yard 2, looking southwest.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
7 www.farallonconsulting.com
Photograph 9. 55-gallon hydraulic oil drum on the southeastern portion of the Subject Property.
Photograph 10. Driveway south of the Subject Property building, looking west.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
8 www.farallonconsulting.com
Photograph 11. Former building slab in the Gravel Yard.
Photograph 12. Drainage ditch and encampment on the southeastern corner of the Subject Property.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
9 www.farallonconsulting.com
Photograph 13. Two small stockpiles of crushed concrete and soil on the northeastern corner of the Subject Property.
Photograph 14. 55-gallon drums with unknown contents on the eastern portion of the Subject Property.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
10 www.farallonconsulting.com
Photograph 15. Overgrown stockpile on the eastern portion of the Subject Property.
Photograph 16. Imported fill stockpile for future construction, looking southwest.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
11 www.farallonconsulting.com
Photograph 17. Former building concrete slab on the northeastern portion of the Subject Property.
Photograph 18. Loading yard east of the Subject Property building.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
12 www.farallonconsulting.com
Photograph 19. Location of former water and propane aboveground storage tanks.
Photograph 20. Truck loading dock and trailer on the eastern side of the Subject Property building.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
13 www.farallonconsulting.com
Photograph 21. Former cylinder storage area inside the Subject Property building.
Photograph 22. Interior of the Subject Property building, looking north.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
14 www.farallonconsulting.com
Photograph 23. Interior of the Subject Property building, looking south.
Photograph 24. Electrical maintenance room in the Subject Property building.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
15 www.farallonconsulting.com
Photograph 25. Floor drain system in the Subject Property building.
Photograph 26. Transformers inside the electrical maintenance room.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
16 www.farallonconsulting.com
Photograph 27. Office space inside the Subject Property building.
Photograph 28. Flooded truck loading area inside the Subject Property building.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
17 www.farallonconsulting.com
Photograph 29. Former building concrete slab on the northeast-adjoining property.
Photograph 30. North-adjoining Mission Linen and Uniform Service.
SUBJECT PROPERTY PHOTOGRAPHS (continued)
Phase I Environmental Site Assessment Report
6756 and 6792 Central Avenue
Newark, California
18 www.farallonconsulting.com
Photograph 31. Northeast-adjoining Pabco Gypsum.
Photograph 32. East-adjoining railroad spur followed by east-adjoining property.
www.farallonconsulting.com
APPENDIX C
USER QUESTIONNAIRE
PHASE I
ENVIRONMENTAL SITE ASSESSMENT REPORT
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
User Questionnaire
Rev. 07/2022
Pier 1, Bay 1, San Francisco, California 94111, United States | Main +1 415.394.9000 | Fax +1 415.394.9001 User Questionnaire
Subject Property:
User Representative:
Title:
Date:
Reason for Phase I ESA:
To qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the “Brownfields Amendments”), the Phase I Environmental Site Assessment (“Phase I ESA”) User must provide the following information (if available) to the environmental professional. Failure to provide this information could result in a determination that “all appropriate inquiry” has not been completed.
This document is designed to comply with Section 6 and Appendix X3, User Questionnaire, of ASTM E1527-21, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, and the USEPA AAI regulations (40 CFR §312).
1) Environmental cleanup liens that have been filed or recorded against the Subject Property (Part 312.25 of Title 40 of the Code of Federal Regulations [40 CFR 312.25]).
Are you aware of any environmental cleanup liens against the Subject Property that have been filed or recorded under federal, tribal, state, or local law?
☐ Yes ☐ No
If Yes, explain and/or provide information:
User Questionnaire
Rev. 07/2022
Pier 1, Bay 1, San Francisco, California 94111, United States | Main +1 415.394.9000 | Fax +1 415.394.9001 2) Activity and land use limitations that are in place at the Subject Property or that have been filed or recorded in a registry (40 CFR 312.26).
Are you aware of any activity and land use limitation (such as engineering controls, land use restrictions, or institutional controls) that are in place at the Subject Property and/or have been filed or recorded in a registry under federal, tribal, state, or local law?
☐ Yes ☐ No
If Yes, explain and/or provide information:
3) Specialized knowledge or experience of the person seeking to qualify for the LLPs (40 CFR 312.28).
As the User of the Phase I ESA Report, do you have any specialized knowledge or experience related to the Subject Property or nearby properties? For example, are you involved in the same line of business as the current or former occupant(s) of the Subject Property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? ☐ Yes ☐ No
If Yes, explain and/or provide information:
4) Relationship of the purchase price to the fair market value of the Subject Property if it were not contaminated (40 CFR 312.29).
Does the purchase price being paid for this property reasonably reflect the fair market value of the Subject Property? If you conclude that there is a difference between the purchase price and the fair market value, have you considered whether the lower purchase price is because contamination is known or believed to be present at the Subject Property?
☐ Yes ☐ No
If No, explain and/or provide information:
User Questionnaire
Rev. 07/2022
Pier 1, Bay 1, San Francisco, California 94111, United States | Main +1 415.394.9000 | Fax +1 415.394.9001 5) Commonly known or reasonably ascertainable information about the Subject Property (40 CFR 312.30).
Are you aware of commonly known or reasonably ascertainable information about the Subject Property that would help the Environmental Professional to identify conditions indicative of releases or threatened releases? For example:
a) Do you know the past use of the Subject Property?
b) Do you know specific chemicals that are present or once were present at the Subject Property? c) Do you know of spills or other chemical releases that have taken place at the Subject Property? d) Do you know of any environmental cleanups that have taken place at the Subject Property? ☐ Yes ☐ No to all
If Yes, explain and/or provide information:
6) The degree of obviousness of the presence or likely presence of contamination at the Subject Property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31).
As the user of the Phase I ESA Report, based on your knowledge and experience related to the Subject Property, is there any obvious indicator(s) that point to the presence or likely presence of contamination at the Subject Property?
☐ Yes ☐ No
If Yes, explain and/or provide information:
7) Previous Environmental Reports.
Are previous environmental reports available for the Subject Property, provided by the User for review? ☐ Yes ☐ No
www.farallonconsulting.com
APPENDIX D
HISTORICAL RESEARCH DOCUMENTATION
PHASE I
ENVIRONMENTAL SITE ASSESSMENT REPORT
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
Project Property: 6756 and 6792 Central Avenue
6756 and 6792 Central Avenue
Newark, CA 94560
Project No:
Requested By: Farallon ConsulƟng
Order No: 20190228121
Date Completed: March 1, 2019
Search Results Summary
Year Source Scale Comment
2016 NAIP - NaƟonal Agriculture InformaƟon Program 1"=500' 2014 NAIP - NaƟonal Agriculture InformaƟon Program 1"=500' 2012 NAIP - NaƟonal Agriculture InformaƟon Program 1"=500' 2010 NAIP - NaƟonal Agriculture InformaƟon Program 1"=500' 2009 NAIP - NaƟonal Agriculture InformaƟon Program 1"=500' 2004 NAIP - NaƟonal Agriculture InformaƟon Program 1"=500' 1993 USGS - US Geological Survey 1"=500'
1987 NAPP - NaƟonal Aerial Photography Program 1"=500' BEST COPY AVAILABLE 1981 USGS - US Geological Survey 1"=500'
1974 USGS - US Geological Survey 1"=500'
1968 USGS - US Geological Survey 1"=500'
1960 USGS - US Geological Survey 1"=500'
1954 AMS - Army Mapping Service 1"=500' BEST COPY AVAILABLE 1946 ASCS - Agriculture and Soil ConservaƟon Service 1"=500' 1938 ASCS - Agriculture and Soil ConservaƟon Service 1"=500' 1928 FAIRCHILD - Private Company 1"=500'
Year: 2016
Source: NAIP
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 2014
Source: NAIP
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 2012
Source: NAIP
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 2010
Source: NAIP
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 2009
Source: NAIP
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 2004
Source: NAIP
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1993
Source: USGS
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1987
Source: NAPP
Scale: 1" to 500'
Comments: BEST COPY AVAILABLE
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1981
Source: USGS
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1974
Source: USGS
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1968
Source: USGS
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1960
Source: USGS
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1954
Source: AMS
Scale: 1" to 500'
Comments: BEST COPY AVAILABLE
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1946
Source: ASCS
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1938
Source: ASCS
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Year: 1928
Source: FAIRCHILD
Scale: 1" to 500'
Comments:
Site Address: 6756 and 6792 Central Avenue Newark CA
Approx Center: 37.52476 / -122.0275
Order No: 20190228121
www.erisinfo.com | 1.866.517.5204
Project Property: 6756 and 6792 Central Avenue
6756 and 6792 Central Avenue
Newark, CA 94560
Project No:
Requested By: Farallon ConsulƟng
Order No: 20190228121
Date Completed: March 5, 2019
Search Results Summary
Date Source Comment
2018 DIGITAL BUSINESS DIRECTORY
2013 DIGITAL BUSINESS DIRECTORY
2008 DIGITAL BUSINESS DIRECTORY
2003 DIGITAL BUSINESS DIRECTORY
1998 DIGITAL BUSINESS DIRECTORY
1995-96 HAINES
1990 HAINES
1985 HAINES
1981 HAINES
1976 HAINES
1969 STREET ADDRESS DIRECTORY
1962 STREET ADDRESS DIRECTORY
1956 STREET ADDRESS DIRECTORY
March 5, 2019
RE: CITY DIRECTORY RESEARCH
6756 and 6792 Central Avenue
6756 and 6792 Central Avenue Newark, CA
Thank you for contacƟng ERIS for an City Directory Search for the site described above. Our staff has conducted a reverse lisƟng City Directory search to determine prior occupants of the subject site and adjacent properƟes. We have provided the nearest addresses(s) when adjacent addresses are not listed. If we have searched a range of addresses, all addresses in that range found in the Directory are included.
Note: Reverse LisƟng Directories generally are focused on more highly developed areas. Newly developed areas may be covered in the more recent years, but the older directories will tend to cover only the "central" parts of the city. To complete the search, we have either uƟlized the ACPL, Library of Congress, State Archives, and/or a regional library or history center as well as mulƟple digiƟzed directories. These do not claim to be a complete collecƟon of all reverse lisƟng city directories produced.
ERIS has made every effort to provide accurate and complete informaƟon but shall not be held liable for missing, incomplete or inaccurate informaƟon. To complete this search we used the general range(s) below to search for relevant findings. If you believe there are addiƟonal addresses or streets that require searching please contact us at 866-517-5204.
Search Criteria:
6500-7050 of Central Avenue
37600-38300 of Cherry Street
All of Redeker Place
37600-37900 of Sycamore Street
6650-7000 of Clark Avenue
6550-7000 of Smith Avenue
Page: 2 Report ID: 20190228121 - 3/5/2019
www.erisinfo.com
5609 CARDONA DOLOROSA B DDS...Dentists
6520 SILICON VALLEY MFG...Engineers-manufac
6520 SILICON VALLEY MFG...Ecommerce
6550 MISSION GOLDRUSH...Linen Supply
6565 ACC AUTO COLLISION CTR...Automobile Bo
6565 ACC AUTO COLLISION CTR...Automobile Re
6565 ACC AUTO COLLISION CTR...Brake Service
6590 MISSION GOLD RUSH...Jewelry Stores
6711 TRENCH PLATE RENTAL CO...Contractors-e
6711 TRENCH PLATE RENTAL CO...Hydraulic Equ
6756 ALL GOOD PALLETS INC...Pallets & Skids
6756 ALL GOOD PALLETS INC...Pallets & Skids
6756 DO IT YOURSELF GRANITE CNTRTPS...Grani
6756 EDWARD S BAY AREA GRINDING...Grinding6756 REMODELING BY TCM INC...Marble-culture 6756 REMODELING BY TCM INC...Counter Tops
6756 TENANT INTERIORS...Cabinet Makers
6756 VILLA PALLET...Pallets & Skids-manufac
6756 VILLA PALLET...Packing & Crating Servi
6775 MATHESON...Gas-indstrl/med-cylinder &
6775 MATHESON...Oxygen [whls]
6792 TRENCH PLATE RENTAL...Contractors-equi
6792 TRENCH PLATE RENTAL...Toolspneumaticma
6792 TRENCH PLATE RENTAL...Nonclassified Es
6803 TRI CITY PLASTICS...Plastics-fabricati
6803 TRI CITY PLASTICS...Signs [mfrs]
6815 CON FORM LUMBER...Lumber-retail
6815 NEWARK FENCE...Fence-manufacturers
6815 NEWARK FENCE...Fence Contractors
6821 BRITECH ELECTROPOLISHING INC...Assembl
6821 BRITECH ELECTROPOLISHING INC...Cleanin
6821 BRITECH ELECTROPOLISHING INC...Manufac
6821 SUNNYVALE TRADING CO INC...Restaurant
6821 SUNNYVALE TRADING CO INC...Ice Making
6925 MATHESON...Gas-indstrl/med-cylinder &
6925 MATHESON...Oxygen [whls]
6925 MATHESON...Gas-indstrl/med-cylinder &
6995 HENRY POCKET FRAMES...Window Cleaning<
7025 PACIFIC COAST WAREHOUSE CO...Exporters
7091 MCCOLLISTERS TRANSPORTATION...Moving S
2018 CENTRAL AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37851 PABCO GYPSUM...Gypsum & Gypsum Product
37851 PABCO GYPSUM...Paperboard Mills [mfrs]
38005 KIDANE SENAI MD...Physicians & Surgeo
38021 JOHN RUSSO INDL INC...Welding<
38021 JOHN RUSSO INDL INC...Machine Shops [m
38083 UNITED LOGISTIC SOLUTIONS...Logistics<
38201 EVERGREEN OIL INC...Oil & Gas Producer
38201 OAK HARBOR FREIGHT LINES...Trucking-mo
38201 OAK HARBOR FREIGHT LINES...Freight-for
38403 THORO SYSTEM PRODUCTS...Waterproofing
38403 THORO SYSTEM PRODUCTS...Waterproofing
38403 THORO SYSTEM PRODUCTS...Building Const
38403 THORO SYSTEM PRODUCTS...Ecommerce
2018 CHERRY STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 3 Report ID: 20190228121 - 3/5/2019
www.erisinfo.com
6655 SHORTY S MEAT CO CATERING...Nonclassi
6655 US POST OFFICE...Post Offices<
6655 VIDERETECH LLC...Computer & Equipment
6691 PALO ALTO EGG FOOD SVC CO...Furniture
6691 PALO ALTO EGG FOOD SVC CO...Food Faci
6691 PALO ALTO EGG & FOOD SVC CO...Dairy Pr
6691 PALO ALTO EGG & FOOD SVC CO...Beverage
6691 PALO ALTO EGG & FOOD SVC CO...Grocersr
6691 PALO ALTO EGG & FOOD SVC CO...Bottlers
6758 CHECKMARK COMPACTOR SVC...Compactors-w
6969 ATKINS RANCH...Ranches
6969 HARVEST MEATS DISTRIBUTION CTR...Meat6969 HARVEST MEATS DISTRIBUTION CTR...Meat6969 HARVEST MEATS DISTRIBUTION CTR...Meat6969 VALLEY FREEZE ICE...Ice Cream Parlors< 2018 CLARK AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
6640 COUSSAN PROPERTY...Real Estate
6640 ELITE RECYCLING LLC...Recycling Center
6730 RECALL...Information Management
2018 REDEKER PLACE
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 4 Report ID: 20190228121 - 3/5/2019
www.erisinfo.com
6318 LUNA S PRESCHOOL & DAYCARE...Child Car
6565 C Y GLOBAL...Scrap Metals & Iron [whl
6565 C & Y GLOBAL...Nonclassified Establish
6587 WESTERN PACIFIC PULP & PAPER...Federal
6587 WESTERN PACIFIC PULP & PAPER...Recycli
6600 OATEY CO...Plumbing Fixtures & Supplie
6655 FERMA CORP...Building Contractors
6700 OAK HARBOR FREIGHT LINES...Trucking
6700 OAK HARBOR FREIGHT LINES...Wrecker Ser
6700 OAK HARBOR FREIGHT LINES...Trucking-mo
6700 OAK HARBOR FREIGHT LINES...Truckinghea
6800 EVERGREEN ENVIRONMENTAL SVC...Waste Ma
6851 STEELER INC...Dry Wall Contractors Equ
6880 EVERGREEN OIL INC...Federal Government
6880 EVERGREEN OIL INC...Recycling Centers
6880 SAFETY-KLEEN SYSTEMS...Environmental &
6880 SAFETY-KLEEN SYSTEMS...Laboratoriesana
6899 FIVE STAR LUMBER CO...Manufacturers
6899 FIVE STAR LUMBER CO...Pallets & Skids
6899 FIVE STAR LUMBER CO...Pallets & Skids6899 FIVE STAR LUMBER CO...Packing & Cratin 2018 SMITH AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37590 ASIAN INDIAN CHURCH MINISTRIES...Churc
37590 ASIAN INDIAN CHURCH MINISTRIES...Missi
37590 CIVILIAN RIDING SKILLS CMPTTN...Noncla
37590 NEWARK COMMUNITY CHURCH...Churches
37625 CROWN MANUFACTURING CO INC...Plastics
37625 CROWN MANUFACTURING CO INC...Molds [mf
37650 MILES & SONS DELIVERY...Windows-repair
37650 MILES & SONS DELIVERY...Glassauto Plat
37650 ZIMMERMAN WINDOW MFG...Windows-repairi
37650 ZIMMERMAN WINDOW MFG...Glassauto Plate
37651 D & D EQUIPMENT...Concrete Breaking Cu
37651 FINE LINE SAWING & DRILLING...Concrete
37651 FINE LINE SAWING & DRILLING...Demoliti
2018 SYCAMORE STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 5 Report ID: 20190228121 - 3/5/2019
www.erisinfo.com
6483 JESSICA S JANITORIAL...Janitor Service
6520 SILICON VALLEY MFG...Engineers-manufac
6565 ACC AUTO COLLISION CTR...Automobile Bo
6565 ACC AUTO COLLISION CTR...Automobile Re
6590 PECHINEY PLASTIC PACKAGES...Packaging
6590 PECHINEY PLASTIC PACKAGES...Coated & L
6711 TRENCH PLATE RENTAL CO...Contractors-e
6756 ALL GOOD PALLETS INC...Pallets & Skids
6756 EDWARD S BAY AREA GRINDING...Grinding6756 REMODELING BY TCM INC...Bathroom Fixtu 6756 REMODELING BY TCM INC...Marble-culture
6756 SET RIGHT TILE MARBLE...Tile-ceramic-c
6756 TENANT INTERIORS...Cabinet Makers
6775 MATHESON TRI-GAS...Gas-ind & Medical-c
6775 MATHESON TRI-GAS...Importers [whls]
6803 TRI CITY PLASTICS...Plastics-fabricati
6821 BRITECH ELECTROPOLISHING INC...Manufac
6821 BRITECH ELECTROPOLISHING INC...Buffing
6821 SUNNYVALE TRADING CO INC...Restaurant
6925 MATHESON TRI-GAS...Gas Equipment [whls
6995 HENRY POCKET FRAMES...Window Cleaning<
7025 NATIONAL DISTRIBUTION...Warehouses-pri
7025 PACIFIC COAST WAREHOUSE CO...Exporters
7095 HERCULES FORWARDING INC...Trucking
2013 CENTRAL AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
38021 COLET...Nonclassified Establishments
38021 JOHN RUSSO INDL INC...Welding<
38021 JOHN RUSSO INDL INC...Federal Governme
38201 EVERGREEN OIL INC...Oil & Gas Producer
38201 OAK HARBOR FREIGHT LINES...Freight-for
38403 THORO SYSTEM PRODUCTS...Waterproofing
2013 CHERRY STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 6 Report ID: 20190228121 - 3/5/2019
www.erisinfo.com
6655 US POST OFFICE...Post Offices<
6691 PALO ALTO EGG & FOOD SVC CO...Beverage
6691 PALO ALTO EGG & FOOD SVC CO...Cheese-w
6969 VALLEY FREEZE ICE...Ice
6969 WONDER ICE CREAM...Ice Cream Parlors
2013 CLARK AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
6640 ELITE RECYCLING LLC...Recycling Center
6800 SERIOUS ENERGY INC...Environmental Pro
2013 REDEKER PLACE
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 7 Report ID: 20190228121 - 3/5/2019
www.erisinfo.com
6318 LUNA S PRESCHOOL & DAYCARE...Child Car
6565 AMERICA SHREDDING...Paper-shredded
6587 WESTERN PACIFIC PULP & PAPER...Waste-p
6600 OATEY CO...Plumbing Fixtures & Supplie
6600 OATEY CO...Plumbing Fixtures & Supplie
6655 FERMA CORP...Building Contractors
6700 OAK HARBOR FREIGHT LINES...Trucking-mo
6700 OAK HARBOR FREIGHT LINES...Trucking
6851 STEELER INC...Dry Wall Contractors Equ
6851 STEELER INC...Dry Wall Contractors Equ
6899 FIVE STAR LUMBER CO...Pallets & Skids
2013 SMITH AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37600 NIELSEN WOOD SHOP...Woodworkers
37625 CROWN MANUFACTURING CO INC...Molds [mf
37625 CROWN MANUFACTURING CO INC...Plastics37625 T-MOS INC...Coffee Brewing Devices 37650 CALIFORNIA WINDOW CONCEPTS...Windows-r
37650 MILES & SONS DELIVERY...Windows-repair
37650 ZIMMERMAN WINDOW MFG...Windows-repairi
37651 D & D EQUIPMENT...Concrete Breaking Cu
2013 SYCAMORE STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 8 Report ID: 20190228121 - 3/5/2019
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5949 BEAUTIFUL BRAIDS...Beauty Salons
6520 ENERGY TRANSFORMATION SYSTEMS...Mfg Co
6520 LOAN EXPRESS MORTGAGE AB...Mortgage Br
6520 SILICON VALLEY MFG...Industrial Mchy N
6520 SILICON VALLEY MFG...Machine Shops
6565 MAACO AUTO PAINTING & BODYWORK...Autom
6590 ALCAN PACKAGING...Packg Ppr Coated
6590 ALCAN PACKAGING...Packaging Materials6590 PECHINEY PLASTIC PACKAGING...Mfg Plast 6711 TRENCH PLATE RENTAL CO...Hv Constr Eqp
6711 TRENCH PLATE RENTAL CO...Contractors-e
6756 D HILL TRUCKING...Trucking-motor Freig
6756 EDWARDS BAY AREA GRINDING...Grinding-p
6756 EDWARDS BAY AREA GRINDING...Mfg Indust
6756 EDWARDS BAY AREA GRINDING...Met Coatin
6756 R H WOOD PRODUCTS...Pallets & Skids-ma
6756 R H WOOD PRODUCTS...Wood Pallets Skid
6756 TENANT INTERIORS...Cabinet Makers
6756 TENANT INTERIORS...Cabnt/finish Carpnt
6756 TRI-CITY MARBLE...Bathroom Fixtures
6756 TRI-CITY MARBLE...Marble-cultured [who
6775 MATHESON TRI-GAS...Industrial Gases
6775 MATHESON TRI-GAS...Gas-ind & Medical-c
6775 MATHESON TRI-GAS INC...Mfg Industrial
6803 TRI CITY PLASTICS...Plastic Pdts Nec
6803 TRI CITY PLASTICS...Plastics-fabricati
6803 TRI-CITY PLASTICS INC...Plasticing Pro
6821 BARTERTHIS.COM...Business Svs Nec
6821 BIG SCREEN WAREHOUSE...Radio Tv & Elcr
6821 BRITECH INC...Plating & Polishing
6821 CALIENTE SYSTEMS...Heaters-unit-dealer
6821 CALIENTE SYSTEMS INC...Mfg Fabricated
6821 SUNNYVALE TRADING CO INC...Restaurant
6821 SUNNYVALE TRADING CO INC...Misc Retail
6925 WESCO GASES...Indus Mchy & Eqp
6995 HENRY POCKET FRAMES...Bld Maintenance
7025 NATIONAL DISTRIBUTION...Nclassifiable
7025 PACIFIC COAST WAREHOIUSE CO...Warehous
7025 PACIFIC COAST WAREHOUSE CO...Exporters
7095 HERCULES...Trucking
2008 CENTRAL AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37453 J K SANDHU TRUCKING...Local Trucking O
37849 PABCO GYPSUM...Ge Construction Mach
37851 PABCO GYPSUM...Gypsum & Gypsum Product
37851 PACIFIC COAST CO...Nclassifiable Estab
37853 TRANSPORT TRUCK SHOP-DIV...Trucking
37853 TRANSPORT TRUCK SHOP-DIV...Trucking
38021 COLET...Sheet Metal Fabricators
38021 JOHN RUSSO IND INC...Sheet Metal Fabri
38021 JRI...Welding Repair
38201 DUN-RITE EXCAVATING...Excavating Contr
38201 FALCON AUTO TRANSPORT...Automotive Tra
38201 UNITED ROAD SVC...Automobile Transport
38403 BASF CONSTRUCTION CHEMICALS...Mfg Coat
38403 CHEMREX...Mfg Adhesives/sealants Mfg C
38403 THORO SYSTEM PRODUCTS...Waterproofing
2008 CHERRY STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 9 Report ID: 20190228121 - 3/5/2019
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6655 U S POST OFFICE...Postal Services
6655 US POST OFFICE...Post Office
6691 PALO ALTO EGG & FOOD SVC CO...Dairy Pr
6691 PALO ALTO EGG & FOOD SVC CO...Dairy Pr
6760 J & J MEDIA CO...Records Tapes & Compa
6760 SILVER CENTURY INC...Whol Durable Good
6772 CHECKMARK COMPACTOR SVC...Compactors-w
6969 ATKINS RANCH...Ranches
6969 VALLEY FREEZE ICE...Misc Retail Stores
6969 WESTERN FOOD PRODUCTS INC...Meat-whole
6969 WESTERN FOOD PRODUCTS INC...Meats & Me
6969 WONDER ICE CREAM...Quick Serv Ice Crea
2008 CLARK AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
6640 AVAR CONSTRUCTION...Gen Remod 1-fam Ho
6640 M J RECOVERY...Repossessing Service
6640 MJ RECOVERY...Unclassified
6730 RECALL CORP...Business Services Nec
2008 REDEKER PLACE
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 10 Report ID: 20190228121 - 3/5/2019
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6318 LUNAS PRESCHOOL & DAYCARE...Child Care
6318 LUNAS PRESCHOOL & DAYCARE...Child Day
6587 WESTERN PACIFIC PULP & PAPER...Scrap &
6587 WESTERN PACIFIC PULP & PAPER...Waste-p
6600 OATEY CO...Plbg & Heating Eqp<
6600 OATEY CO...Nonclassified Establishment
6655 FERMA CORP...Demolition Contractors
6655 FERMA CORP...Gen Remod 1-fam House
6655 J S COLE CO...Ge Construction Mach
6655 J S COLE CO...Contractors-equip/supls6700 OAK HARBOR FREIGHT LINES...Trucking 6700 OAK HARBOR FREIGHT LINES INC...Truckin
6851 STEELER INC...Hand & Edge Tools
6851 STEELER INC...Mfg Sheet Metalwork Whol
6880 CALIFORNIA OIL RECYCLERS...Refuse Syst
6880 EVERGREEN OIL...Recycling Centers [who
6880 EVERGREEN OIL INC...Recycling Centers<
6899 FIVE STAR LUMBER CO...Pallets & Skids
6899 FIVE STAR LUMBER CO...Wood Pallets Sk
2008 SMITH AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37600 NIELSEN WOOD SHOP...Cabnt/finish Carpn
37600 NIELSEN WOOD SHOP...Mfg Millwork
37625 CONTROL PLASTICS INC...Mfg Plastic Pro
37625 CROWN MANUFACTURING CO INC...Plastic P
37625 CROWN MANUFACTURING CO INC...Plastics37625 KALIMUTHU KANAKARAJ CPA...Accountants< 37625 T-MOS INC...Coffee Service
37650 CALIFORNIA WINDOW CONCEPTS...Glass & G
37650 MILES & SONS DELIVERY...Delivery Servi
37650 MILES & SONS DELIVERY...Glass & Glazin
37650 ZIMMERMAN WINDOW MFG...Glass & Glazing
37650 ZIMMERMAN WINDOW MFG...Windows-vinyl
37651 D & D EQUIPMENT...Ge Construction Mach
37651 FINE LINE SAWING & DRILLING...Concrete
37651 FINE LINE SAWING & DRILLING...Concrete
2008 SYCAMORE STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 11 Report ID: 20190228121 - 3/5/2019
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5847 MONTAGUE RACING ENTERPRISES...
6520 ENERGY TRANSFORMATION SYSTEM...
6540 FREMONT BIBLE FELLOWSHIP...
6565 MAACO AUTO PAINTING & BODYWORK...
6590 PEPECHINEY PLASTIC PACKAGES...
6711 TRENCH PLATE RENTAL CO...
6756 D HILL TRUCKING...
6756 EDWARD S BAY AREA GRINDING...<
6756 R H WOOD PRODUCTS...
6756 TENANT INTERIORS...
6756 TRI-CITY MARBLE...
6775 MATHESON TRI-GAS...
6792 BAY MIRROR INC...
6803 QUALITY SIGN & BANNER INC...
6803 TRI CITY PLASTICS...
6821 CALIENTE SYSTEMS...
6925 NEW PACIFIC DIRECT INC...
6925 STANFORD DESIGNS...
6995 REDWOOD PACKAGING...
7200 CALIFORNIA OIL RECYCLERS...
2003 CENTRAL AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
38021 COLET...
38021 JOHN RUSSO IND INC...
38201 DUN-RITE EXCAVATING...
38201 FALCON AUTO...
38201 J VALLES TRUCKING...
38403 DEGUSSA CONSTRUCTION CHEMICALS...
2003 CHERRY STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 12 Report ID: 20190228121 - 3/5/2019
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6655 US POST OFFICE...
6758 ULTIMATE LAMINATORS...
6760 SILVER CENTURY...
6784 DE MELLO TRUCK BODY...
6784 DEMELLO TRUCK BODY & TRAILER...
6969 WESTERN FOOD PRODUCTS INC...
2003 CLARK AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
STREET NOT LISTED...
2003 REDEKER PLACE
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 13 Report ID: 20190228121 - 3/5/2019
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6318 LUNA S PRESCHOOL & DAYCARE...<
6565 PACIFIC SUPPLY...
6565 WESTERN PACIFIC PULP & PAPER...
6600 OATEY CO...
6655 FERMA CORP...
6655 J S COLE CO...
6700 OAK HARBOR...
6851 STEELER INC...
6880 EVERGREEN ENVIRONMENTAL...
6880 EVERGREEN OIL...
6899 FIVE STAR LUMBER CO...
2003 SMITH AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37600 NIELSEN WOOD SHOP...
37625 CROWN MANUFACTURING CO INC...<
37625 KANAKARAJ KALIMUTHU CPA...
37625 T-MOS INC...
37650 CALIFORNIA WINDOW CONCEPTS...<
37650 ZIMMERMAN WINDOW MFG...
37651 D & D EQUIPMENT...
37651 FINE LINE SAWING & DRILL INC...
2003 SYCAMORE STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 14 Report ID: 20190228121 - 3/5/2019
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6273 NEWARK CONSTRUCTION CO...Industrial Bu
6590 AMERICAN NATIONAL CAN...
6711 TRENCH PLATE RENTAL CO...
6756 HILL D TRUCKING...
6756 R H WASTE RECYLERS...Air Water And S
6756 R H WOOD PRODUCTS...Air Water And So
6775 MATHESON GAS PRODUCTS MATHESON ELE…
6792 BAY MIRROR INC...
6821 CALIENTE SYSTEMS...
6821 M M E CO GLS DECRTRS...Nonmetallic Min
6925 STANFORD DESIGNS...Household Furniture
6995 K-C AUTO DIESEL ELECTRIC...Auto And Ho
6995 PERDUE TIRE INC...Auto And Home Supply
6995 PERDUE TIRE INC...
7055 SAN JOSE CONSTRUCTION CO...Carpentry W
1998 CENTRAL AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37849 PABCO GYPSUM DIVISION OFFICE...
37851 PABCO GYPSUM PLANT OFFICE...Gypsum Pro
37853 TRANSPORT TRUCK SHOP DIV OF PACIFIC C…
38021 COLET...
38021 JRI...
38021 RUSSO JOHN INDUSTRIAL INC...
38201 FALCON AUTO...
38201 TNT AUTO TRANSPORT...Freight Transport
38201 VALLES J TRUCKING...Trucking Except L
38403 THORO SYSTEM PRODUCTS...
1998 CHERRY STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 15 Report ID: 20190228121 - 3/5/2019
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6691 FRITO-LAY INC...
1998 CLARK AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
STREET NOT LISTED...
1998 REDEKER PLACE
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 16 Report ID: 20190228121 - 3/5/2019
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6199 ARMSTRONG IVAN D CPA...
6565 ALL WASTE RECYCLING INC...
6565 RECYCLED FIBERS OF CALIFORNIA...Scrap
6565 STRATEGIC MATERIALS INC...Air Water
6600 OATEY CO...
6655 COLE J S CO...
6655 FERMA CORPORATION...
6700 MOTOR CARGO...
6851 STEELER INC...
6880 CALIFORNIA OIL RECYCLERS EVERGREEN E…
6880 EVERGREEN OIL...
6899 FIVE STAR LUMBER CO...Wood Pallets And
1998 SMITH AVENUE
SOURCE: DIGITAL BUSINESS DIRECTORY
37600 NIELSEN WOOD SHOP...
37625 CROWN MANUFACTURING CO INC...<
37625 T-MOS INC...
37650 GP GENERAL...
37650 ZIMMERMAN & ASSOCIATES...
1998 SYCAMORE STREET
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 17 Report ID: 20190228121 - 3/5/2019
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6451 XXXX
6590 AMER NATL CAN
6711 84 LUMBER CO
6756 HILL D TRUCKING
6756 R H WASTE RECYCLERS
6756 R H WOOD PRODUCTS
6756 RHEMA STAIRS AND TRIM
6756 WESTRN STATES GLASS
6775 MATHESON GAS PRODCT
6792 BAY MIRROR INC
6821 M M E CO
6925 STANFORD DESIGNS
6995 PERDUE TIRE INC
6995 K C AUTO DIESEL ELC
7091 XXXX
1995-96 CENTRAL AVENUE
SOURCE: HAINES
37530 RESIDENTIAL LISTING
37707 XXXX
37849 PABCO GYPSUM
37851 XXXX
37853 TRANSPORT TRUCK SHP
38021 NEWARK ELECTRIC SPL
38083 XXXX
38201 GEN MAR MTL BED FRM
38201 TNT AUTO TRANSPORT
38201 VALLES J TRUCKING
38403 THORO SYSTEM PRDCTS
1995-96 CHERRY STREET
SOURCE: HAINES
Page: 18 Report ID: 20190228121 - 3/5/2019
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6544 XXXX
6564 RESIDENTIAL LISTING
6691 FRITO LAY INC
1995-96 CLARK AVENUE
SOURCE: HAINES
STREET NOT LISTED
1995-96 REDEKER PLACE
SOURCE: HAINES
Page: 19 Report ID: 20190228121 - 3/5/2019
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6437 RESIDENTIAL LISTING
6565 ALL WASTE RECYCLING
6565 RECYCLED FIBERS CA
6600 OATEY CO
6655 COLE J S CO
6655 FERMA CORPORATION
6700 MOTOR CARGO
6723 XXXX
6851 XXXX
6880 CA OIL RECYCLERS
6880 EVERGREEN OIL
6899 FIVE STAR LUMBER
1995-96 SMITH AVENUE
SOURCE: HAINES
37600 NIELSEN WOOD SHOP
37625 XXXX
37650 RESIDENTIAL LISTING
1995-96 SYCAMORE STREET
SOURCE: HAINES
Page: 20 Report ID: 20190228121 - 3/5/2019
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6451 XXXX
6590 AMER NATL CAN
6711 LITZ FRAME AND TOWING
6756 HILL D TRUCKING
6756 BAY CITIES MTL PRDS
6756 BAY MIRROR INC
6756 J AND J PALLET CO
6775 MATHESON GAS PRODCT
6821 M M E CO
6925 FULLER H B COMPANY
6995 PERDUE TIRE INC
6995 K C AUTO DIESEL ELC
7091 XXXX
1990 CENTRAL AVENUE
SOURCE: HAINES
37530 RESIDENTIAL LISTING
37707 XXXX
37849 ALCAL RFNG AND INSULATN
37851 ALCAL ROOFNG AND INSLTN
37851 PABCO GYPSUM
37853 TRANSPORT TRUCK SHP
38021 NEWARK ELECTRIC SPL
38083 INTL PAPER CO
38201 GEN MAR
38201 SELECT CARRIERS INC
38201 TNT INC
38201 VALLES J TRUCKING
38403 THORO SYSTEM PRDCTS
1990 CHERRY STREET
SOURCE: HAINES
Page: 21 Report ID: 20190228121 - 3/5/2019
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6544 RESIDENTIAL LISTING
6564 RESIDENTIAL LISTING
6691 FRITO LAY INC
6969 TWO COUNT CO CONSTR
1990 CLARK AVENUE
SOURCE: HAINES
STREET NOT LISTED
1990 REDEKER PLACE
SOURCE: HAINES
Page: 22 Report ID: 20190228121 - 3/5/2019
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6437 RESIDENTIAL LISTING
6565 ARATA WESTERN INC
6565 CIRCO RECYCLERS
6600 OATEY CO
6655 COLE J S CO
6655 FERMA CORPORATION
6700 MOTOR CARGO
6723 XXXX
6851 GRACE W R AND CO
6851 ZONOLITE CONSTR PRD
6880 CA OIL RECYCLERS
6880 EVERGREEN OIL
6899 FIVE STAR LUMBER
1990 SMITH AVENUE
SOURCE: HAINES
37600 NIELSEN WOOD SHOP
37625 DISCOUNT TIRE DISTB
37650 XXXX
1990 SYCAMORE STREET
SOURCE: HAINES
Page: 23 Report ID: 20190228121 - 3/5/2019
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6451 FILSON TIM CONSTR
6590 GUARDIAN PACKAGING
6590 INTERPACK INC
6711 84 LUMBER CO
6756 B H J DRIVELINE
6756 B H J PRODUCTS
6756 B H J SPCLTY PARTS
6756 BAY CITIES MTL PRDS
6756 BAY MIRROR INC
6756 BAY TEMP SFTY GLASS
6756 LEDAWN CONSTRUCTION
6756 M AND M PALLET CO
6756 MAS ON LTD
6775 MATHESON GAS PRODCT
6821 M M E CO
6925 FULLER H B COMPANY
6925 PAISLEY PRODUCTS
6995 GERARD TIRE SERVICE
7091 PIONEER PLANING MILL
7091 REDWD LUMBER SUPPLY
1985 CENTRAL AVENUE
SOURCE: HAINES
37530 RESIDENTIAL LISTING
37707 PAPER MANUFACTURERS
37851 ALCAL ROOFNG AND INSLTN
37851 PABCO GYPSUM
37853 TRANSPORT SV CT CO
38021 NEWARK ELECTRIC SPL
38083 INTL PAPER CO
38083 STECHER TRNG CORP
38201 GEN MAR
38201 DALLAS AND MAVIS FORWRD
38403 THORO SYSTEMS CALIF
38403 STANDARD DRY WL PRD
1985 CHERRY STREET
SOURCE: HAINES
Page: 24 Report ID: 20190228121 - 3/5/2019
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6544 RESIDENTIAL LISTING
6564 XXXX
6691 C S B CONSTRUCTION
1985 CLARK AVENUE
SOURCE: HAINES
STREET NOT LISTED
1985 REDEKER PLACE
SOURCE: HAINES
Page: 25 Report ID: 20190228121 - 3/5/2019
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6437 RESIDENTIAL LISTING
6565 BARNARD ENTERPRIZE
6565 CIRCO GLASS CO
6565 G AND B ENTERPRISES
6565 SANJUAN FBRGLS POOL
6600 OATEY CO
6655 FERMA CORPORATION
6723 XXXX
6851 GRACE W R AND CO
6851 ZONOLITE CONSTR PRD
6899 COMMERCL MINERALS
1985 SMITH AVENUE
SOURCE: HAINES
37555 XXXX
37625 GERARD TIRE SERVICE
37650 XXXX
1985 SYCAMORE STREET
SOURCE: HAINES
Page: 26 Report ID: 20190228121 - 3/5/2019
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6451 MODERN PARTITION SL
6590 GUARDIAN PACKAGING
6590 INTERPACK INC
6756 B H J PRODUCTS
6756 BAY CITIES MTL PRDS
6756 CIRCO GLASS
6756 GALE CORP
6756 M AND M PALLET CO
6756 MASON LTD
6756 MOBILE FACILTES
6775 MATHESON GAS PRODCT
6821 M M E CO
6821 FINER FILTER PRDCTS
6821 PAL PRODUCTS
6925 FULLER H B COMPANY
6925 PAISLEY PRODUCTS
6995 GERARD TIRE SERVICE
7091 XXXX
1981 CENTRAL AVENUE
SOURCE: HAINES
37530 XXXX
37707 PAPER MANUFACTURERS
37851 PABCO GYPSUM
37853 TRANSPORT SERVICE
38083 COLUMBUS COATD FBRC
38201 GEN MAR
38201 DALLAS AND MAVIS FORWRD
38403 THORO SYSTEMS CALIF
38403 STANDARD DRY WL PRD
1981 CHERRY STREET
SOURCE: HAINES
Page: 27 Report ID: 20190228121 - 3/5/2019
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6544 RESIDENTIAL LISTING
6564 RESIDENTIAL LISTING
1981 CLARK AVENUE
SOURCE: HAINES
STREET NOT LISTED
1981 REDEKER PLACE
SOURCE: HAINES
Page: 28 Report ID: 20190228121 - 3/5/2019
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6437 RESIDENTIAL LISTING
6565 FIBER GLASS TECH
6565 WINCHESTER CO
6655 GRAY TRUCK CO
6723 NEWARK TRAILER AND BOAT
6851 GRACE W R AND CO
6851 ZONOLITE CONSTR PRD
6899 COMMERCL MINERALS
1981 SMITH AVENUE
SOURCE: HAINES
37555 BOWMAN INDUSTRIES
37625 GERARD TIRE SERVICE
37650 XXXX
1981 SYCAMORE STREET
SOURCE: HAINES
Page: 29 Report ID: 20190228121 - 3/5/2019
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6451 RESIDENTIAL LISTING
6590 GUARDIAN PACKAGING
6590 INTERPACK INC
6756 BERMICO CO
6775 MATHESON GAS PRODCT
6821 JANICH BROS INC
6925 PAISLEY PRODUCTS
6995 GERARD TIRE SERVICE
6995 TIRE WORLD INC
7091 B AND I PLASTICS
1976 CENTRAL AVENUE
SOURCE: HAINES
37530 RESIDENTIAL LISTING
37707 PAPER MANUFACTURERS
37851 CALIF GYPSUM PRD
37851 MODERN TRUCKING
38083 COLUMBUS COATD FBRC
38201 GEN MAR
38201 DALLAS AND MAVIS FORWRD
38403 STANDRD DRY WALL
1976 CHERRY STREET
SOURCE: HAINES
Page: 30 Report ID: 20190228121 - 3/5/2019
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6544 RESIDENTIAL LISTING
6564 RESIDENTIAL LISTING
1976 CLARK AVENUE
SOURCE: HAINES
STREET NOT LISTED
1976 REDEKER PLACE
SOURCE: HAINES
Page: 31 Report ID: 20190228121 - 3/5/2019
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6373 RESIDENTIAL LISTING
6565 WESTERN OVERHEAD DR
6655 GRAY TRUCK CO
6655 HANES TRUCK SERVICE
6851 GRACE W R AND CO
6851 ZONOLITE CONSTR PRDT
6899 COMMRCL MINERALS CO
1976 SMITH AVENUE
SOURCE: HAINES
37555 BOWMAN INDUSTRIES
37625 GERARD TIRE GEN OFC
1976 SYCAMORE STREET
SOURCE: HAINES
Page: 32 Report ID: 20190228121 - 3/5/2019
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6467 RESIDENTIAL LISTING
6590 GUARDIAN PACKAGING CORP
6756 FLINTKOTE CO PIPE PRODUCTS GROUP
6775 MATHESON GAS PRODUCTS DIVISION OF WI…
6821 JANICH BROS INC
6925 PAISLEY PRODUCTS INC DIV OF STANDARD
6995 GERARD TIRE SERVICE
7091 A B AND I PLASTICS
1969 CENTRAL AVENUE
SOURCE: STREET ADDRESS DIRECTORY
37560 RESIDENTIAL LISTING
37707 PAPER MANUFACTURERS COMPANY
38083 BORDEN CHEMICAL CO COLUMBUS COATED
38201 HARRIS WESTERN CO
38201 DALLAS AND MAVIS FORWARDING CO INC
38505 MODULUX INC
1969 CHERRY STREET
SOURCE: STREET ADDRESS DIRECTORY
Page: 33 Report ID: 20190228121 - 3/5/2019
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6544 RESIDENTIAL LISTING
6564 RESIDENTIAL LISTING
1969 CLARK AVENUE
SOURCE: STREET ADDRESS DIRECTORY
STREET NOT LISTED
1969 REDEKER PLACE
SOURCE: STREET ADDRESS DIRECTORY
Page: 34 Report ID: 20190228121 - 3/5/2019
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6437 CLIFFS DRILLING
6565 WESTERN OVERHEAD DOOR
6851 CALIF ZONOLITE CO
6899 COMMERCIAL MINERALS CO
1969 SMITH AVENUE
SOURCE: STREET ADDRESS DIRECTORY
37555 BOWMAN INDUSTRIES INC
37650 SIERRA CHEMICAL CO
37650 AGRIFORM INTERNATIONAL CHEMICALS INC
1969 SYCAMORE STREET
SOURCE: STREET ADDRESS DIRECTORY
Page: 35 Report ID: 20190228121 - 3/5/2019
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6451 RESIDENTIAL LISTING
6520 NEWARK METAL POLISHNG
6565 WEEK END WET MIX
6590 GUARDIAN PAPER CO
6756 ORANGEBURG MFG CO
6775 MATHESON CO INC THE
6821 JANICH BROS INC
6995 RIC WIL INC
7091 AMERICAN BRASS AND IRON
1962 CENTRAL AVENUE
SOURCE: STREET ADDRESS DIRECTORY
37560 RESIDENTIAL LISTING
37707 PAPER MANUFACTURERS
37851 PABCO FIBERBOARD
37851 FIBRBOARD PAPER PRDCT
38083 BEMIS BRO BAG CO
38505 NIKKEL R F LUMBER CO
38505 NATL HOMES CORP
1962 CHERRY STREET
SOURCE: STREET ADDRESS DIRECTORY
Page: 36 Report ID: 20190228121 - 3/5/2019
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STREET NOT LISTED
1962 CLARK AVENUE
SOURCE: STREET ADDRESS DIRECTORY
STREET NOT LISTED
1962 REDEKER PLACE
SOURCE: STREET ADDRESS DIRECTORY
Page: 37 Report ID: 20190228121 - 3/5/2019
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37456 RESIDENTIAL LISTING
37650 AMERLOY INC DIV
1962 SYCAMORE STREET
SOURCE: STREET ADDRESS DIRECTORY
NO LISTINGS IN RANGE
1962 SMITH AVENUE
SOURCE: STREET ADDRESS DIRECTORY
Page: 38 Report ID: 20190228121 - 3/5/2019
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NO LISTINGS IN RANGE
1956 CENTRAL AVENUE
SOURCE: STREET ADDRESS DIRECTORY
NO LISTINGS IN RANGE
1956 CHERRY STREET
SOURCE: STREET ADDRESS DIRECTORY
Page: 39 Report ID: 20190228121 - 3/5/2019
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STREET NOT LISTED
1956 CLARK AVENUE
SOURCE: STREET ADDRESS DIRECTORY
STREET NOT LISTED
1956 REDEKER PLACE
SOURCE: STREET ADDRESS DIRECTORY
Page: 40 Report ID: 20190228121 - 3/5/2019
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NO LISTINGS IN RANGE
1956 SMITH AVENUE
SOURCE: STREET ADDRESS DIRECTORY
NO LISTINGS IN RANGE
1956 SYCAMORE STREET
SOURCE: STREET ADDRESS DIRECTORY
--- END REPORT ---
Project Property: 6756 and 6792 Central Avenue
6756 and 6792 Central Avenue
Newark CA 94560
Project No:
Requested By: Farallon Consulting
Order No: 20190228121
Date Completed: March 01, 2019
Please note that no information was found for your site or adjacent properties. 1 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Property Information
Order Number: 20190228121p
Date Completed: February 28, 2019
Project Number:
Project Property: 6756 and 6792 Central Avenue
6756 and 6792 Central Avenue Newark CA 94560
Coordinates:
Latitude: 37.524769
Longitude: -122.027503
UTM Northing: 4153533.50317 Meters
UTM Easting: 585931.722433 Meters
UTM Zone: UTM Zone 10S
Elevation: 19.34 ft
Slope Direction: W
Topographic Information........................................................................................................................................2 Hydrologic Information...........................................................................................................................................4 Geologic Information..............................................................................................................................................7 Soil Information......................................................................................................................................................9 Wells and Additional Sources..............................................................................................................................12 Summary..........................................................................................................................................................13 Detail Report....................................................................................................................................................15 Radon Information...............................................................................................................................................45 Appendix..............................................................................................................................................................46 Liability Notice......................................................................................................................................................48 The ERIS Physical Setting Report - PSR provides comprehensive information about the physical setting around a site and includes a complete overview of topography and surface topology, in addition to hydrologic, geologic and soil characteristics. The location and detailed attributes of oil and gas wells, water wells, public water systems and radon are also included for review.
The compilation of both physical characteristics of a site and additional attribute data is useful in assessing the impact of migration of contaminants and subsequent impact on soils and groundwater.
Disclaimer
This Report does not provide a full environmental evaluation for the site or adjacent properties. Please see the terms and disclaimer at the end of the Report for greater detail.
Topographic Information
Topographic Information
3 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p The previous topographic map(s) are created by seamlessly merging and cutting current USGS topographic data. Below are shaded relief map(s), derived from USGS elevation data to show surrounding topography in further detail.
Topographic information at project property:
Elevation: 19.34 ft
Slope Direction: W
Hydrologic Information
Hydrologic Information
Hydrologic Information
6 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p The Wetland Type map shows wetland existence overlaid on an aerial imagery. The Flood Hazard Zones map shows FEMA flood hazard zones overlaid on an aerial imagery. Relevant FIRM panels and detailed zone information is provided below.
Available FIRM Panels in area: 06001C0443G(effective:2009-08-03) 06001C0441G(effective:2009-08-03) 06001C0444G(effective:2009-08-03) 06001C0442G(effective:2009-08-03) Flood Zone AE-01
Zone: AE
Zone subtype:
Flood Zone AE-02
Zone: AE
Zone subtype: 1 PCT ANNUAL CHANCE FLOOD HAZARD CONTAINED IN CHANNEL Flood Zone X-01
Zone: X
Zone subtype: 0.2 PCT ANNUAL CHANCE FLOOD HAZARD
Flood Zone X-12
Zone: X
Zone subtype: AREA OF MINIMAL FLOOD HAZARD
Geologic Information
Geologic Information
8 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p The previous page shows USGS geology information. Detailed information about each unit is provided below.
Geologic Unit Q
Unit Name: Quaternary alluvium and marine deposits
Unit Age: Pliocene to Holocene
Primary Rock Type: alluvium
Secondary Rock Type: terrace
Unit Description: Alluvium, lake, playa, and terrace deposits; unconsolidated and semiconsolidated. Mostly nonmarine, but includes marine deposits near the coast.
Soil Information
Soil Information
10 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p The previous page shows a soil map using SSURGO data from USDA Natural Resources Conservation Service. Detailed information about each unit is provided below.
Map Unit 112
Map Unit Name: Danville silty clay loam, 2 to 9 percent slopes Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
Danville(85%)
horizon H1(0cm to 53cm) Silty clay loam
horizon H2(53cm to 135cm) Silty clay
horizon H3(135cm to 203cm) Silty clay loam
Map Unit 125
Map Unit Name: Marvin silt loam, saline-alkali
Bedrock Depth - Min: null
Watertable Depth - Annual Min: 145cm
Drainage Class - Dominant: Somewhat poorly drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
Marvin(85%)
horizon H1(0cm to 10cm) Silt loam
horizon H2(10cm to 91cm) Clay
horizon H3(91cm to 152cm) Clay loam
Map Unit 133
Map Unit Name: Pescadero clay, drained
Bedrock Depth - Min: null
Watertable Depth - Annual Min: 153cm
Drainage Class - Dominant: Poorly drained
Hydrologic Group - Dominant: D - Soils in this group have high runoff potential when thoroughly wet. Water movement through the soil is restricted or very restricted.
Major components are printed below
Pescadero(85%)
horizon H1(0cm to 5cm) Clay loam
horizon H2(5cm to 76cm) Clay
horizon H3(76cm to 152cm) Clay loam
Map Unit 134
Soil Information
11 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Map Unit Name: Pescadero clay, ponded
Bedrock Depth - Min: null
Watertable Depth - Annual Min: 85cm
Drainage Class - Dominant: Poorly drained
Hydrologic Group - Dominant: D - Soils in this group have high runoff potential when thoroughly wet. Water movement through the soil is restricted or very restricted.
Major components are printed below
Pescadero(85%)
horizon H1(0cm to 5cm) Clay loam
horizon H2(5cm to 76cm) Clay
horizon H3(76cm to 152cm) Clay loam
Map Unit 162
Map Unit Name: Water
No more attributes available for this map unit
Wells and Additional Sources
Wells and Additional Sources Summary
13 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Federal Sources
Public Water Systems Violations and Enforcement Data
Map Key PWS ID Distance (ft) Direction
1 CA0104010 1,699.04 WSW
Safe Drinking Water Information System (SDWIS)
Map Key PWS ID Distance (ft) Direction
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
1 CA0104010 1,699.04 WSW
USGS National Water Information System
Map Key Monitoring Loc Identifier Distance (ft) Direction 4 USGS-373200122010001 4,756.18 NNE
5 USGS-373150122003201 4,774.58 ENE
State Sources
Oil and Gas Wells
Map Key ID Distance (ft) Direction
No records found
Public Water Supply Wells
Map Key WCR No Distance (ft) Direction
2 WCR1974-000059 3,217.50 ENE
3 WCR1998-000621 3,787.37 SSW
Wells and Additional Sources Summary
14 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Water Wells
Map Key ID Distance (ft) Direction
No records found
Well Investigation Program Case List
Map Key ID Distance (ft) Direction
No records found
Wells and Additional Sources Detail Report
15 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Public Water Systems Violations and Enforcement Data
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 PWSV
Address Line 2:
State Code: CA
Zip Code: 94560-4200
City Name: NEWARK
Address Line 1: 7380 MORTON AVENUE
PWS ID: CA0104010
PWS Type Code: NTNCWS
PWS Type Description: Non-Transient Non-Community Water System Primary Source Code: GW
Primary Source Desc: Groundwater
PWS Activity Code: N
PWS Activity Description: Non-public
PWS Deactivation Date: 10/06/2015
Phone Number: 510-795-4538
--Details--
Population Served Count: 71
City Served:
County Served: Alameda
State Served: CA
Zip Code Served:
Safe Drinking Water Information System (SDWIS)
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 54526 Pop Cat 11 Cd: 1
Facility Name: ACWD TEMPORARY SERVICE
CONNECTION
Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 13-FEB-14 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Wells and Additional Sources Detail Report
16 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Facility Type Cd: CC Phone Ext No: -
Facility Type Desc: Consecutive Connection Alt Phone No: - Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: E Avlblty Desc: Emergency
Water Type Code: SW Wtr Tp Desc: Surface water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: Y Seller Trt Dsc: Partially treated by seller Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: CA0110001
Outstndng Perf Dt: - Sllr PWS Nm: ALAMEDA COUNTY WATER
DISTRICT
Schl or Dycare: No CDS ID: -
Source Treated Ind: N Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 007
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
Wells and Additional Sources Detail Report
17 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p PWS ID: CA0104010 Pop Cat 11: 101-500
Facility ID: CA0104010003 Pop Cat 11 Cd: 2
Facility Name: WELL 08 Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 12-31 Pop Cat 4: <10K
Deactivation Date: - Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 18-DEC-13 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: A Fax No: 510-795-4565
Activity Status: Active Email Addr: [email protected] Availability Code: E Avlblty Desc: Emergency
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: SW GW or SS: Surface water
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: SWP Primary Srce: Surface water purchased Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Unreported
Subms Sts Cd Vio: U Pop Srvd Cnt: 110
Is Grant Eligible: Yes Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: Yes State Fac ID: -
Is Wholesaler: No Sub Quarter: 4
Submission Year: 2013 Validity Ind: No
Submission Yr Qrtr: 2013Q4
--Details--
Treatment ID: -
Treatment Process Code: -
Wells and Additional Sources Detail Report
18 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 1645 Pop Cat 11 Cd: 1
Facility Name: WELL 06 - TREATED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 30-JUN-09 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: TP Phone Ext No: -
Facility Type Desc: Treatment Plant Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: - Avlblty Desc: -
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Wells and Additional Sources Detail Report
19 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 005
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 12345 Pop Cat 11 Cd: 1
Facility Name: WELL 08 Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: P Avlblty Desc: Permanent
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Wells and Additional Sources Detail Report
20 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: Y Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 003
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 18966 Pop Cat 11 Cd: 1
Facility Name: WELL 07 - DESTROYED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Wells and Additional Sources Detail Report
21 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 01-JUL-95 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: O Avlblty Desc: Other
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 002
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Wells and Additional Sources Detail Report
22 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 24728 Pop Cat 11 Cd: 1
Facility Name: DISTRIBUTION SYSTEM Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: DS Phone Ext No: -
Facility Type Desc: Distribution System/Zone Alt Phone No: - Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: - Avlblty Desc: -
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: DST
Is Wholesaler: No Sub Quarter: 1
Wells and Additional Sources Detail Report
23 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: 101-500
Facility ID: 3 Pop Cat 11 Cd: 2
Facility Name: WELL 08 Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 12-31 Pop Cat 4: <10K
Deactivation Date: - Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 18-DEC-13 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: A Fax No: 510-795-4565
Activity Status: Active Email Addr: [email protected] Availability Code: P Avlblty Desc: Permanent
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: SW GW or SS: Surface water
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Wells and Additional Sources Detail Report
24 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Primary Source Cd: SWP Primary Srce: Surface water purchased Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Unreported
Subms Sts Cd Vio: U Pop Srvd Cnt: 110
Is Grant Eligible: Yes Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: U Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: Yes State Fac ID: -
Is Wholesaler: No Sub Quarter: 4
Submission Year: 2013 Validity Ind: No
Submission Yr Qrtr: 2013Q4
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: CA0104010001 Pop Cat 11 Cd: 1
Facility Name: WELL 06 Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 01-JAN-01 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Wells and Additional Sources Detail Report
25 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: E Avlblty Desc: Emergency
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: -
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Wells and Additional Sources Detail Report
26 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Facility ID: 1646 Pop Cat 11 Cd: 1
Facility Name: BLENDING TANK Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: TP Phone Ext No: -
Facility Type Desc: Treatment Plant Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: - Avlblty Desc: -
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 006
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: 10809
Treatment Process Code: 421
Treatment Process: Hypochlorination, Post
Treatment Objective D
Wells and Additional Sources Detail Report
27 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Code:
Treatment Objective: Disinfection
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: HYPOCHLORINATION, POST
Treatment ID: 13636
Treatment Process Code: 600
Treatment Process: Rapid Mix
Treatment Objective
Code:
I
Treatment Objective: Inorganics removal
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: RAPID MIX
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 54937 Pop Cat 11 Cd: 1
Facility Name: WELL 9 Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: P Avlblty Desc: Permanent
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
Wells and Additional Sources Detail Report
28 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 009
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: CA0104010002 Pop Cat 11 Cd: 1
Facility Name: WELL 07 - DESTROYED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 01-JAN-01 Pop Cat 5: <=500
Wells and Additional Sources Detail Report
29 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: O Avlblty Desc: Other
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: -
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Wells and Additional Sources Detail Report
30 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: CA0104010004 Pop Cat 11 Cd: 1
Facility Name: WELL 08 - TREATED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 01-JAN-01 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: TP Phone Ext No: -
Facility Type Desc: Treatment Plant Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: - Avlblty Desc: -
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: -
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
Wells and Additional Sources Detail Report
31 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p --Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: 101-500
Facility ID: CA0104010006 Pop Cat 11 Cd: 2
Facility Name: BLENDING TANK EFFLUENT Pop Cat 2: <10,000 EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 12-31 Pop Cat 4: <10K
Deactivation Date: - Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 18-DEC-13 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: TP Phone Ext No: -
Facility Type Desc: Treatment Plant Alt Phone No: -
Activity Status Cd: A Fax No: 510-795-4565
Activity Status: Active Email Addr: [email protected] Availability Code: - Avlblty Desc: -
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: SW GW or SS: Surface water
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: SWP Primary Srce: Surface water purchased Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Unreported
Wells and Additional Sources Detail Report
32 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Subms Sts Cd Vio: U Pop Srvd Cnt: 110
Is Grant Eligible: Yes Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: Yes State Fac ID: -
Is Wholesaler: No Sub Quarter: 4
Submission Year: 2013 Validity Ind: No
Submission Yr Qrtr: 2013Q4
--Details--
Treatment ID: 01
Treatment Process Code: 600
Treatment Process: Rapid Mix
Treatment Objective
Code:
I
Treatment Objective: Inorganics removal
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: 101-500
Facility ID: 4 Pop Cat 11 Cd: 2
Facility Name: WELL 08 - TREATED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 12-31 Pop Cat 4: <10K
Deactivation Date: - Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 18-DEC-13 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: WH Phone Ext No: -
Facility Type Desc: Wellhead Alt Phone No: -
Activity Status Cd: A Fax No: 510-795-4565
Activity Status: Active Email Addr: [email protected] Wells and Additional Sources Detail Report
33 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Availability Code: P Avlblty Desc: Permanent
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: SW GW or SS: Surface water
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: SWP Primary Srce: Surface water purchased Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Unreported
Subms Sts Cd Vio: U Pop Srvd Cnt: 110
Is Grant Eligible: Yes Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: Yes State Fac ID: -
Is Wholesaler: No Sub Quarter: 4
Submission Year: 2013 Validity Ind: No
Submission Yr Qrtr: 2013Q4
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: 101-500
Facility ID: CA0104010007 Pop Cat 11 Cd: 2
Facility Name: ACWD TEMPORARY SERVICE
CONNECTION
Pop Cat 2: <10,000
Wells and Additional Sources Detail Report
34 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 12-31 Pop Cat 4: <10K
Deactivation Date: - Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 18-DEC-13 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: CC Phone Ext No: -
Facility Type Desc: Consecutive Connection Alt Phone No: - Activity Status Cd: A Fax No: 510-795-4565
Activity Status: Active Email Addr: [email protected] Availability Code: P Avlblty Desc: Permanent
Water Type Code: SW Wtr Tp Desc: Surface water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: SW GW or SS: Surface water
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: SWP Primary Srce: Surface water purchased Seller Treatmnt Cd: N Seller Trt Dsc: Not treated
Submsn Status Cd: Y Sub Stat Dsc: Unreported
Subms Sts Cd Vio: U Pop Srvd Cnt: 110
Is Grant Eligible: Yes Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: CA0110001
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: Yes State Fac ID: -
Is Wholesaler: No Sub Quarter: 4
Submission Year: 2013 Validity Ind: No
Submission Yr Qrtr: 2013Q4
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Wells and Additional Sources Detail Report
35 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: CA0104010009 Pop Cat 11 Cd: 1
Facility Name: WELL 9 Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 01-JAN-01 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: O Avlblty Desc: Other
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Wells and Additional Sources Detail Report
36 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: -
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: CA0104010005 Pop Cat 11 Cd: 1
Facility Name: WELL 06 - TREATED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 01-JAN-01 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: TP Phone Ext No: -
Facility Type Desc: Treatment Plant Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: - Avlblty Desc: -
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
Wells and Additional Sources Detail Report
37 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: -
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: 01
Treatment Process Code: 421
Treatment Process: Hypochlorination, Post
Treatment Objective
Code:
D
Treatment Objective: Disinfection
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: 101-500
Facility ID: 1 Pop Cat 11 Cd: 2
Facility Name: WELL 06 Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 12-31 Pop Cat 4: <10K
Deactivation Date: - Pop Cat 4 Cd: 1
Fac Deactvtn Dt: - Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Wells and Additional Sources Detail Report
38 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Last Rptd Date: 18-DEC-13 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: A Fax No: 510-795-4565
Activity Status: Active Email Addr: [email protected] Availability Code: P Avlblty Desc: Permanent
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: A Fac Activity: Active
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: SW GW or SS: Surface water
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: SWP Primary Srce: Surface water purchased Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Unreported
Subms Sts Cd Vio: U Pop Srvd Cnt: 110
Is Grant Eligible: Yes Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: U Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: Yes State Fac ID: -
Is Wholesaler: No Sub Quarter: 4
Submission Year: 2013 Validity Ind: No
Submission Yr Qrtr: 2013Q4
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB Wells and Additional Sources Detail Report
39 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 1644 Pop Cat 11 Cd: 1
Facility Name: WELL 08 - TREATED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 30-JUN-09 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: No Phone No: 510-795-4538
Facility Type Cd: TP Phone Ext No: -
Facility Type Desc: Treatment Plant Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: - Avlblty Desc: -
Water Type Code: - Wtr Tp Desc: -
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: - Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 004
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Wells and Additional Sources Detail Report
40 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.32 1,699.04 15.58 SDWIS
PWS ID: CA0104010 Pop Cat 11: <=100
Facility ID: 12543 Pop Cat 11 Cd: 1
Facility Name: WELL 06 - DESTROYED Pop Cat 2: <10,000
EPA Region Code: 09 Pop Cat 2 Cd: 1
EPA Region: Region 9 Pop Cat 3: <=3300
Season Begin Date: 01-01 Pop Cat 3 Cd: 1
Season End Date: 01-31 Pop Cat 4: <10K
Deactivation Date: 10-JUN-15 Pop Cat 4 Cd: 1
Fac Deactvtn Dt: 23-FEB-11 Pop Cat 5: <=500
First Rptd Dt: 06-JAN-94 Pop Cat 5 Cd: 1
Last Rptd Date: 01-APR-16 ORG Name: ABUTIN, ARSIE
Primacy Agency: California Admin Name: ABUTIN, ARSIE
Is Source Ind: Yes Phone No: 510-795-4538
Facility Type Cd: WL Phone Ext No: -
Facility Type Desc: Well Alt Phone No: -
Activity Status Cd: N Fax No: -
Activity Status: Changed from public to non-public Email Addr: [email protected] Availability Code: E Avlblty Desc: Emergency
Water Type Code: GW Wtr Tp Desc: Ground water
DBPR Schd Ctg Cd: - DBPR Schd Ctg: -
Facility Activity Cd: I Fac Activity: Inactive
Filtrtn Status Cd: - Filt Stat Desc: -
GW or SW Code: GW GW or SS: Groundwater
LT2 Sch Ctgry Cd: - LT2 Sched Ctg: -
Owner Type Code: P Owner Type: Private
PWS Type Code: NTNCWS PWS Type: Non-Transient non-community system
Primcy Agency Cd: CA Primacy Type: State
Primary Source Cd: GW Primary Srce: Ground water
Seller Treatmnt Cd: - Seller Trt Dsc: -
Submsn Status Cd: Y Sub Stat Dsc: Reported and accepted Subms Sts Cd Vio: Y Pop Srvd Cnt: 71
Wells and Additional Sources Detail Report
41 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Is Grant Eligible: No Srvc Cnctn Cnt: 1
Outstnding Perfrm: - Seller PWSID: -
Outstndng Perf Dt: - Sllr PWS Nm: -
Schl or Dycare: No CDS ID: -
Source Treated Ind: N Country Code: US
Src Wtr Protected: - Cntry Nm BTP: -
Src Wtr Prot Dt: - State Code: CA
NPM Candidate: No State Fac ID: 001
Is Wholesaler: No Sub Quarter: 1
Submission Year: 2016 Validity Ind: Yes
Submission Yr Qrtr: 2016Q1
--Details--
Treatment ID: -
Treatment Process Code: -
Treatment Process: -
Treatment Objective
Code:
-
Treatment Objective: -
Treatment Plant City: -
Treatment Plant State: -
Treatment Plant Addr 1: -
Treatment Plant Addr 2: -
Treatment Plant Zip Code: -
Treatment Comments: -
USGS National Water Information System
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 NNE 0.90 4,756.18 34.93 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 248 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 268 Provider Name: NWIS
W Hole Depth Unit: ft County: ALAMEDA
Construction Date: 19740327 Latitude: 37.5386111
Source Map Scale: 24000 Longitude: -122.0205278
Monitoring Loc Name: 004S001W31N001M
Monitoring Loc Identifier: USGS-373200122010001
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18050004
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Wells and Additional Sources Detail Report
42 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 30
Vertical Measure Unit: feet
Vertical Accuracy: 10
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from topographic map.
Vert Coord Refer System: NGVD29
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 5 ENE 0.90 4,774.58 29.24 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 279 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 295 Provider Name: NWIS
W Hole Depth Unit: ft County: ALAMEDA
Construction Date: 19740411 Latitude: 37.5304928
Source Map Scale: 24000 Longitude: -122.0099614
Monitoring Loc Name: 005S001W06H004M
Monitoring Loc Identifier: USGS-373150122003201
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18050004
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure: 26
Vertical Measure Unit: feet
Vertical Accuracy: 5
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from topographic map.
Vert Coord Refer System: NGVD29
Public Water Supply Wells
Wells and Additional Sources Detail Report
43 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 2 ENE 0.61 3,217.50 27.94 PWSW
WCR No: WCR1974-000059 Decimal Latitude: 37.52787
Legacy Log No: 115667 Decimal Longitude: -122.0146
Permit Date: None Meth of Determ LL: Derived from TRS
Permit No: None LL Accuracy: Centroid of Section
Own Assign Well No: None Horizontal Datum: None
Name of Well Owner: Ground Surf Elev: None
Planned Former Use: Water Supply Public Elevation Accuracy: None APN: None Elev Determine Meth: None
Date Work Ended: 1974-04-11 00:00:00.000000000 Vertical Datum: None Received Date: Township: 05S
Well Location: CEDAR BLVD & SMITH AVE Range: 01W
City: None Section: 06
County Name: Alameda Baseline Meridian: Mount Diablo
Total Drill Depth: None Township Internal:
Total Complete Dep: 295.0 Range Internal:
Top Perforated Int: 199 Section Internal:
Bottom Perf Intvl: 271 Tract Internal:
Casing Diameter: 16 Sequence Internal:
Drilling Method: None Baseline Merid Int:
Fluid: None Decimal Lat Int:
Static Water Level: None Decimal Long Int:
Total Draw Down: None Meth of Det LL Int:
Test Type: None LL Accuracy Intern:
Pump Test Length: None Horiz Datum Int:
Well Yield: None Grnd Surf Elev Int:
Well Yield Unit: None Ele Accuracy Int:
GW Basin: Elev Det Meth Int:
Mat Type Summary: Vertical Datum Int:
Attachment Info:
Region Office: DWR North Central Region Office
Local Permit Agency: Alameda County Water District
Record Type: WellCompletion/New/Production or Monitoring/NA Workflow Status: None
Other Observations: None
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 SSW 0.72 3,787.37 14.46 PWSW
WCR No: WCR1998-000621 Decimal Latitude: 37.51347
Legacy Log No: 453641 Decimal Longitude: -122.03301
Permit Date: None Meth of Determ LL: Derived from TRS
Permit No: None LL Accuracy: Centroid of Section
Wells and Additional Sources Detail Report
44 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Own Assign Well No: None Horizontal Datum: None
Name of Well Owner: Ground Surf Elev: None
Planned Former Use: Water Supply Public Elevation Accuracy: None APN: None Elev Determine Meth: None
Date Work Ended: 1998-08-14 Vertical Datum: None
Received Date: Township: 05S
Well Location: 7380 MORTON AVE Range: 02W
City: NEWARK Section: 12
County Name: Alameda Baseline Meridian: Mount Diablo
Total Drill Depth: None Township Internal:
Total Complete Dep: 550.0 Range Internal:
Top Perforated Int: 310 Section Internal:
Bottom Perf Intvl: 350 Tract Internal:
Casing Diameter: 12 Sequence Internal:
Drilling Method: Reverse Circulation Baseline Merid Int:
Fluid: Bentonite Decimal Lat Int:
Static Water Level: None Decimal Long Int:
Total Draw Down: None Meth of Det LL Int:
Test Type: None LL Accuracy Intern:
Pump Test Length: None Horiz Datum Int:
Well Yield: 450 Grnd Surf Elev Int:
Well Yield Unit: GPM Ele Accuracy Int:
GW Basin: Elev Det Meth Int:
Mat Type Summary: Vertical Datum Int:
Attachment Info:
Region Office: DWR North Central Region Office
Local Permit Agency: Alameda County Water District
Record Type: WellCompletion/New/Production or Monitoring/NA Workflow Status: None
Other Observations: None
Radon Information
45 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p This section lists any relevant radon information found for the target property.
Federal EPA Radon Zone for ALAMEDA County: 2
Zone 1: Counties with predicted average indoor radon screening levels greater than 4 pCi/L Zone 2: Counties with predicted average indoor radon screening levels from 2 to 4 pCi/L Zone 3: Counties with predicted average indoor radon screening levels less than 2 pCi/L Federal Area Radon Information for ALAMEDA County
No Measures/Homes: 60
Geometric Mean: 0.5
Arithmetic Mean: 0.8
Median: 0.7
Standard Deviation: 1
Maximum: 4
% >4 pCi/L: 0
% >20 pCi/L: 0
Notes on Data Table: TABLE 1. Screening indoor
radon data from the EPA/State
Residential Radon Survey of
California conducted during
1989-90. Data represent 2-7
day charcoal canister
measurements from the lowest
level of each home tested.
Appendix
46 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Federal Sources
FEMA National Flood Hazard Layer FEMA FLOOD
The National Flood Hazard Layer (NFHL) data incorporates Flood Insurance Rate Map (FIRM) databases published by the Federal Emergency Management Agency (FEMA), and any Letters Of Map Revision (LOMRs) that have been issued against those databases since their publication date. The FIRM Database is the digital, geospatial version of the flood hazard information shown on the published paper FIRMs. The FIRM Database depicts flood risk information and supporting data used to develop the risk data. The FIRM Database is derived from Flood Insurance Studies (FISs), previously published FIRMs, flood hazard analyses performed in support of the FISs and FIRMs, and new mapping data, where available.
Indoor Radon Data INDOOR RADON
Indoor radon measurements tracked by the Environmental Protection Agency(EPA) and the State Residential Radon Survey.
Public Water Systems Violations and Enforcement Data PWSV List of drinking water violations and enforcement actions from the Safe Drinking Water Information System (SDWIS) made available by the Drinking Water Protection Division of the US EPA's Office of Groundwater and Drinking Water. Enforcement sensitive actions are not included in the data released by the EPA.
Address information provided in SWDIS may correspond either with the physical location of the water system, or with a contact address.
Radon Zone Level RADON ZONE
Areas showing the level of Radon Zones (level 1, 2 or 3) by county. This data is maintained by the Environmental Protection Agency (EPA).
Safe Drinking Water Information System (SDWIS) SDWIS
The Safe Drinking Water Information System (SDWIS) contains information about public water systems as reported to US Environmental Protection Agency (EPA) by the states. Addresses may correspond with the location of the water system, or with a contact address.
Soil Survey Geographic database SSURGO
The Soil Survey Geographic database (SSURGO) contains information about soil as collected by the National Cooperative Soil Survey at the Natural Resources Conservation Service (NRCS). Soil maps outline areas called map units. The map units are linked to soil properties in a database. Each map unit may contain one to three major components and some minor components.
U.S. Fish & Wildlife Service Wetland Data US WETLAND
The U.S. Fish & Wildlife Service Wetland layer represents the approximate location and type of wetlands and deepwater habitats in the United States.
USGS Current Topo US TOPO
US Topo topographic maps are produced by the National Geospatial Program of the U.S. Geological Survey (USGS). The project was launched in late 2009, and the term "US Topo" refers specifically to quadrangle topographic maps published in 2009 and later.
USGS Geology US GEOLOGY
Seamless maps depicting geological information provided by the United States Geological Survey (USGS).
USGS National Water Information System FED USGS
The U.S. Geological Survey (USGS)'s National Water Information System (NWIS) is the nation's principal repository of water resources data. This database includes comprehensive information of well-construction details, time-series data for gage height, streamflow, groundwater level, and precipitation and water use data.
State Sources
Oil and Gas Wells OGW
A list of Oil and Gas well locations. This is provided by California's Department of Conservation Division of Appendix
47 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Oil, Gas and Geothermal Resources.
Public Water Supply Wells PWSW
List of community water supply wells in California. This data was made available by California Department of Water Resources, Division of Statewide Integrated Water Management, who indicates that the management of the data in an ongoing project, and some county data is not represented. Location information is provided using the Public Land Survey System (PLSS) and is subject to the accuracy limitations inherent to the PLSS system.
Water Wells WATER WELLS
A list of water wells maintained by the Department of Water Resources (DWR) Water Data Library.
Well Investigation Program Case List WIP
The Well Investigation Program (WIP) was developed by the State Water Resources Control Board (SWRCB) to locate, assess and remediate sources of solvent contamination impacting drinking water wells. This list contains WIP cases (active and historical) for the San Gabriel and San Fernando Valley area and was provided by the Los Angeles Regional Water Quality Control Board.
Liability Notice
48 erisinfo.com| Environmental Risk Information Services Order No: 20190228121p Reliance on information in Report: The Physical Setting Report (PSR) DOES NOT replace a full Phase I Environmental Site Assessment but is solely intended to be used as a review of environmental databases and physical characteristics for the site or adjacent properties.
License for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier. The information in Report(s) may not be modified or re-sold.
Your Liability for misuse: Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use, including damages caused to third parties, and gives ERIS the right to terminate your account, rescind your license to any previous reports and to bar you from future use of the Service.
No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc. ("ERIS") using various sources of information, including information provided by Federal and State government departments. The report applies only to the address and up to the date specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. Although ERIS has endeavored to present you with information that is accurate, ERIS Information Inc. disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.
Trademark and Copyright: You may not use the ERIS trademarks or attribute any work to ERIS other than as outlined above. This Service and Report(s) are protected by copyright owned by ERIS Information Inc. Copyright in data used in the Service or Report(s) (the "Data") is owned by ERIS or its licensors. The Service, Report(s) and Data may not be copied or reproduced in whole or in any substantial part without prior written consent of ERIS.
Project Property: 6756 and 6792 Central Avenue
6756 and 6792 Central Avenue
Newark CA 94560
Project No:
Requested By: Farallon Consulting
Order No: 20190228121
Date Completed: March 01, 2019
Topographic Maps included in this report are produced by the USGS and are to be used for research purposes including a phase I report. Maps are not to be resold as commercial property.
No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc. (in the US) and ERIS Information Limited Partnership (in Canada), both doing business as 'ERIS', using Topographic Maps produced by the USGS. This maps contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein. Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.
We have searched USGS collections of current topographic maps and historical topographic maps for the project property. Below is a list of maps found for the project property and adjacent area. Maps are from 7.5 and 15 minute topographic map series, if available.
Year Map Series
2015 7.5
1997 7.5
1996 7.5
1980 7.5
1973 7.5
1968 7.5
1959 7.5
1948 7.5
1947 7.5
1959 15
1915 15
1899 15
2015
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1997
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1996
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1980
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1973
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1968
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1959
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1948
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1947
Source: USGS 7.5 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Newark,CA
1959
Source: USGS 15 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Hayward,CA
1915
Source: USGS 15 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Hayward,CA
1899
Source: USGS 15 Minute Topographic Map
Order No. 20190228121
0 0.2 0.4 0.8
Miles
Quadrangle(s): Haywards,CA
www.farallonconsulting.com
APPENDIX E
SELECTED PREVIOUS ENVIRONMENTAL STUDIES
PHASE I
ENVIRONMENTAL SITE ASSESSMENT REPORT
6756 and 6792 Central Avenue
Newark, California
Farallon PN: 1071-105
Washington
Issaquah | Bellingham | Seattle
Oregon
Portland | Bend | Baker City
California
Oakland | Folsom | Irvine
P:\2057 Ice Miller\2057002 Central Ave\Deliverables\2019 Phs II Findings Ltr\2019 Phs II Findings Ltr.docx Quality Service for Environmental Solutions | farallonconsulting.com June 12, 2019
Mr. Jeffrey Dack
Ice Miller LLP
One American Square, Suite 2900
Indianapolis, Indiana 46282-0200
RE: COMPREHENSIVE PHASE II ENVIRONMENTAL SITE ASSESSMENT
FINDINGS
6756 AND 6792 CENTRAL AVENUE
NEWARK, CALIFORNIA
FARALLON PN: 2057-002
Dear Mr. Dack:
Farallon Consulting, L.L.C. (Farallon) has prepared this letter to summarize the comprehensive findings from the Phase II Environmental Site Assessment (Phase II ESA) performed for Ice Miller LLP (Ice Miller) for the property at 6756 and 6792 Central Avenue in Newark, California (herein referred to as the Site) (Figure 1). The Phase II ESA was performed in phases in accordance with:
the scope of work outlined in the Technical Memorandum regarding Phase I Environmental Site Assessment Preliminary Findings and Recommendations, 6756 and 6792 Central Avenue, Newark, California dated March 14, 2019 from Mr. Scott Allin of Farallon to Mr. Jeffrey Dack of Ice Miller; and the scope of work outlined in the letter regarding Proposal for Additional Phase II Environmental Site Assessment, 6756 and 6792 Central Avenue, Newark, California dated April 25, 2019 from Messrs. Gavin Polite Fisco and Allin of Farallon to Mr. Dack of Ice Miller.
This letter provides a brief background of the Site, summarizes the comprehensive Phase II ESA findings, and presents Farallon’s conclusions based on the findings.
SITE BACKGROUND
The Site is in a mixed industrial and commercial area in Newark, Alameda County, California and consists of Alameda County Parcel Nos. 92A-2165-14 (2.03 acres), 92A-2165-15 (8.18 acres), 92A-2165-16 (2.79 acres) and 92A-2165-17 (4.23 acres), which together total approximately 17.23 acres of land, according to the Alameda County Assessor’s Office. The Site owner is Jaffe Witkin Properties. A Site plan depicting the Site boundary and current features is provided on Figure 2. 6756 Central Avenue is developed with four buildings (one building consisting of multiple conjoined structures, one medium-size building, and two smaller buildings) constructed in phases between 1946 and 1968 and occupied by various industrial tenants. At the time of Farallon’s site reconnaissance, the southernmost building, previously occupied by All Good Pallets, exhibited extreme heat damage from a recent fire.
Ice Miller LLP
June 12, 2019