AC Transit East Bay Bus Rapid Transit Project in Alameda County Air
AC Transit East Bay Bus Rapid Transit Project in Alameda County
Final Environmental Impact Statement/Environmental Impact Report Pursuant to National Environmental Policy Act of 1969, §102 (42 U.S.C. §4332); Federal Transit Laws (49 U.S.C. §5301(e), §5323(b) and §5324(b)); National Historic Preservation Act of 1966, §106 (16 U.S.C. §470f); 40 CFR Parts 1500-1508; 23 CFR Part 771; Executive Order 12898 (Environmental Justice); and California Environmental Quality Act, PRC 21000 et seq.; and the State of California CEQA Guidelines, California Administrative Code, 15000 et seq.
by the U.S. Department of Transportation/Federal Transit Administration and the Alameda Contra Costa Transit District Air Quality Analysis Addendum November 2010 AC TRANSIT EAST BAY BRT PROJECT
2010 DRAFT ADDENDUM AIR QUALITY ANALYSIS
(Prepared as Subsection to the Final Environmental Impact Statement/Environmental Impact Report)
Prepared by Terry A. Hayes Associates, Inc. November 2010 CONTENTS
Page Section 4.12 Air Quality 4-1
4.12.1 Regulatory Setting 4-1 4.12.1.1 National and State Ambient AQ Standards 4-2 4.12.1.2 Air Quality Plans 4-9 4.12.1.3 Air Quality Conformity 4-10 4.12.1.4 Affected Environment 4-10 4.12.1.5 Existing Conditions 4-11
4.12.3 Methodology and Significance Criteria 4-14 4.12.3.1 Methodology 4-14 4.12.3.2 Significance Criteria 4-16
4.12.4 Impact Discussion 4-17 4.12.4.1 Construction Phase Impacts 4-17 4.12.4.2 Operational Phase Impacts 4-21 NEPA 4-22 CEQA 4-25 4.12.4.3 Cumulative Impacts 4-26
Technical Appendix Chapter 4 Affected Environment, Environmental Consequences, and Avoidance, Minimization, and/or Mitigation Measures
Chapter 4 Affected Environment, Environmental Consequences, and Avoidance, Minimization, and/or Mitigation Measures
4.12 Air Quality
4.12.1 Regulatory Setting The federal Clean Air Act (CAA) of 1963 (amended in 1990) governs air quality in the United States. In addition to being subject to the requirements of CAA, air quality in California is also governed by more stringent regulations under the California Clean Air Act (CCAA). At the federal level, CAA is administered by the United States Environmental Protection Agency (USEPA). In California, the CCAA is administered by the California Air Resources Board (CARB) at the State level and by the air quality management districts and air pollution control districts at the regional and local levels.
United Stated Environmental Protection Agency USEPA is responsible for establishing the National Ambient Air Quality Standards (NAAQS). NAAQS are required under the CAA and subsequent amendments. USEPA regulates emission sources that are under the exclusive authority of the federal government, such as aircraft, ships, and certain types of locomotives. USEPA has jurisdiction over emission sources outside State waters (e.g., beyond the outer continental shelf) and establishes various emission standards, including those for vehicles sold in states other than California. Automobiles sold in California must meet stricter emission standards established by CARB.
California Air Resources Board CARB became part of the California Environmental Protection Agency in 1991, and is responsible for meeting the State requirements of the CAA, administering the CCAA, and establishing the California Ambient Air Quality Standards (CAAQS). The CCAA, as amended in 1992, requires all air districts in the State to endeavor to achieve and maintain the CAAQS. CAAQS are generally more stringent than the corresponding federal standards and incorporate additional standards for sulfates, hydrogen sulfide, vinyl chloride, and visibility reducing particles. CARB regulates mobile air pollution sources, such as motor vehicles. CARB is responsible for setting emission standards for vehicles sold in California and for other emission sources, such as consumer products and certain off-road equipment. CARB established passenger vehicle fuel specifications, which became effective in March 1996. CARB oversees the functions of local air pollution control districts and air quality
AC TRANSIT EAST BAY BRT PROJECT 4-1 FINAL ENVIRONMENTAL IMPACT STATEMENT/ENVIRONMENTAL IMPACT REPORT Chapter 4 Affected Environment, Environmental Consequences, and Avoidance, Minimization, and/or Mitigation Measures management districts, which, in turn, administer air quality activities at the regional and county levels.
Bay Area Air Quality Management District The Bay Area Air Quality Management District (BAAQMD) is primarily responsible for assuring that the federal and State ambient air quality standards are attained and maintained in the Bay Area Air Basin (BAAB). BAAQMD is also responsible for adopting and enforcing rules and regulations concerning air pollutant sources, issuing permits for stationary sources of air pollutants, inspecting stationary sources of air pollutants, responding to citizen complaints, monitoring ambient air quality and meteorological conditions, awarding grants to reduce motor vehicle emissions, conducting public education campaigns, as well as many other activities. BAAQMD has jurisdiction over an approximately 5,600- square-mile area of the BAAB. This area includes all of Alameda County, Contra Costa County, Marin County, San Francisco County, San Mateo County, Santa Clara County, and Napa County, the southwestern portion of Solano County and the southern portion of Sonoma County.
4.12.1.1 National and State Ambient Air Quality Standards Under the CAA and CCAA, areas are designated as either attainment or non-attainment for each criteria pollutant based on whether the NAAQS or CAAQS have been achieved. Areas are designated as non-attainment for a pollutant if air quality data show that a State or federal standard for the pollutant was violated at least once during the previous three calendar years. Exceedances that are affected by highly irregular or infrequent events are not considered violations of a State standard and are not used as a basis for designating areas as non- attainment. Table 4.12-1 summarizes the State and federal standards and lists the State and federal attainment status for Alameda County.
Table 4.12-1. State and National Ambient Air Quality Standards and Attainment Status
California Federal Averaging Attainment Attainment Pollutant Period Standards Status Standards Status
Ozone (O3) 0.09 ppm 1 hour (180 µg/m3) Non-attainment -- -- 0.07 (137 0.075 ppm 8 hour µg/m3) Non-attainment (147 µg/m3) Non-attainment Respirable 24 hour 50 µg/m3 Non-attainment 150 µg/m3 Attainment Particulate Matter Annual (PM10) Arithmetic Mean 20 µg/m3 Non-attainment -- -- Fine Particulate 24 hour -- -- 35 µg/m3 Non-attainment 1 Matter (PM2.5) Annual Arithmetic Mean 12 µg/m3 Non-attainment 15 µg/m3 Attainment
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Table 4.12-1. State and National Ambient Air Quality Standards and Attainment Status
Carbon Monoxide 9.0 ppm (10 9 ppm (10 (CO) 8 hour mg/m3) Attainment mg/m3) Attainment 20 ppm (23 35 ppm (40 1 hour mg/m3) Attainment mg/m3) Attainment Nitrogen Dioxide Annual 0.030 ppm 53 ppb 3 3 (NO2) Arithmetic Mean (57 µg/m )-- -- (100 µg/m ) Attainment 0.18 ppm 100 ppb 1 hour (339 µg/m3) Attainment (188 µg/m3) Unclassified
Sulfur Dioxide (SO2) 0.04 ppm 24 hour (105 µg/m3) Attainment -- Attainment 0.25 ppm 75 ppb 1 hour (655 µg/m3) Attainment (196 µg/m3) Attainment Source: CARB, September 8, 2010.
Carbon Monoxide Carbon Monoxide (CO) is a colorless and odorless gas that interferes with the transfer of oxygen to the brain. It can cause dizziness and fatigue, and can impair central nervous system functions. CO is emitted almost exclusively from the incomplete combustion of fossil fuels. Automobile exhausts release most of the CO in urban areas. CO dissipates relatively quickly, so ambient CO concentrations generally follow the spatial and temporal distributions of vehicular traffic. CO concentrations are influenced by local meteorological conditions – primarily wind speed, topography, and atmospheric stability. Under the CAA and the CCAA, the Alameda County portion of the BAAB is in attainment for CO.
Ozone
Ozone (O3), a colorless toxic gas, is the chief component of urban smog. O3 enters the blood stream and interferes with the transfer of oxygen, depriving sensitive tissues in the heart and brain of oxygen. O3 also damages vegetation by inhibiting growth. O3 forms in the atmosphere through a chemical reaction between reactive organic gas (ROG) and nitrogen oxides (NOX) under sunlight. The greatest source of smog-producing gases is the automobile. Under the CAA and the CCAA, the Alameda County portion of BAAB is in non-attainment for O3. Nitrogen Dioxide
Nitrogen Dioxide (NO2), a brownish gas, irritates the lungs. It can cause breathing difficulties at high concentrations. Like O3, NO2 is not directly emitted, but is formed through a reaction between nitric oxide (NO) and atmospheric oxygen. NO and NO2 are collectively referred to as NOx and are major contributors to ozone formation. NO2 also contributes to the formation of PM10. Under the CAA and the CCAA, the Alameda County portion of BAAB is in attainment for NO2.
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Sulfur Dioxide
Sulfer Dioxide (SO2) is a product of high-sulfur fuel combustion. Main sources of SO2 are coal and oil used in power stations, domestic heating, and industries, such as chemical manufacturing. SO2 is an irritant gas that attacks the throat and lungs. SO2 can also erode iron and steel and cause plant leaves to turn yellow. In recent years, SO2 concentrations in the region have been reduced to levels well below the State and federal standards, but further reductions in emissions are needed to attain compliance with standards for sulfates and PM10, of which SO2 is a contributor. Under the CAA and the CCAA, the Alameda County portion of BAAB is in attainment for SO2. Suspended Particulate Matter Particulate matter pollution consists of very small liquid and solid particles floating in the air, which can include smoke, soot, dust, salts, acids, and metals. Particulate matter also forms when gases emitted from industries and motor vehicles undergo chemical reactions in the atmosphere. Respirable particulate matter (PM10) refers to particulate matter less than 10 microns in diameter, about one-seventh the thickness of a human hair. Fine particulate matter
(PM2.5) refers to particulate matter that is 2.5 microns or less in diameter, roughly one- twenty-eigth the diameter of a human hair. PM10 and PM2.5 pose a greater health risk than larger-size particles. When inhaled, these tiny particles can penetrate the human respiratory system’s natural defenses and damage the respiratory tract. Major sources of PM10 include motor vehicles; wood burning stoves and fireplaces; dust from construction, landfills, and agriculture; wildfires and brush/waste burning, industrial sources, windblown dust from open lands; and atmospheric chemical and photochemical reactions. PM2.5 results from fuel combustion (from motor vehicles, power generation, and industrial facilities), residential fireplaces, and wood stoves. In addition, PM2.5 can be formed in the atmosphere from gases such as SO2, NOX, and volatile organic compounds (VOCs). Under the CCAA, the Alameda
County portion of the BAAB is in non-attainment for PM10, and PM2.5. Lead Prior to 1978, mobile emissions were the primary source of lead resulting in air concentrations. Between 1978 and 1987, the phase-out of leaded gasoline reduced the overall inventory of airborne lead by nearly 95 percent. Currently, industrial sources are the primary source of lead resulting in air concentrations. Since the East Bay BRT Project does not contain lead admission sources, emissions and concentrations related to lead are not analyzed in this report.
Toxic Air Contaminants
A substance is considered toxic if it has the potential to cause adverse health effects in humans. A toxic substance released into the air is considered a toxic air contaminant (TAC).
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TACs are identified by State and federal agencies based on a review of available scientific evidence. In the State of California, TACs are identified through a two-step process that was established in 1983 under the Toxic Air Contaminant Identification and Control Act, Assembly Bill 1807, Tanner. This two-step process of risk identification and risk management was designed to protect residents from the health effects of toxic substances in the air.
The BAAQMD’s Community Air Risk Evaluation (CARE) program was initiated in 2004 to evaluate and reduce health risks associated with exposures to outdoor TACs in the Bay Area. The program examines TAC emissions from point sources, area sources and on- and off-road mobile sources with an emphasis on diesel exhaust, which is a major contributor to airborne health risk in California. The main objectives of the program are to:
x Characterize and evaluate potential cancer and non-cancer health risks associated with exposure to TACs from both stationary and mobile sources throughout the Bay Area;
x Assess potential exposures to sensitive receptors including children, senior citizens, and people with respiratory illnesses;
x Identify significant sources of TAC emissions and prioritize use of resources to reduce TACs in the most highly impacted areas (i.e., priority communities); and
x Develop and implement mitigation measures to achieve cleaner air for the public and the environment, focusing initially on priority communities.
Two studies have been completed on air toxics in the BAAB: Phase I Findings and Policy Recommendations (BAAQMD 2006) and Diesel PM Emissions from Truck-Related Businesses and Construction in West Oakland (Sonoma Technology 2007). Both studies detail health risks to sensitive receptors in the Bay Area and are available for review at the BAAQMD’s website.
Federal Hazardous Air Pollutant Program. Title III of the CAA requires the USEPA to promulgate national emissions standards for hazardous air pollutants. The NESHAP may differ for major sources than for area sources of hazardous air pollutants (HAPs) (major sources are defined as stationary sources with potential to emit more than 10 tons per year (TPY) of any HAP or more than 25 TPY of any combination of HAPs; all other sources are considered area sources). The emissions standards are to be promulgated in two phases. In the first phase (1992 to 2000), the USEPA developed technology-based emission standards designed to produce the maximum emission reduction achievable. These federal rules are also commonly referred to as MACT standards, because they reflect the Maximum Achievable Control Technology. For area sources, the standards may differ based on
AC TRANSIT EAST BAY BRT PROJECT 4-5 FINAL ENVIRONMENTAL IMPACT STATEMENT/ENVIRONMENTAL IMPACT REPORT Chapter 4 Affected Environment, Environmental Consequences, and Avoidance, Minimization, and/or Mitigation Measures generally available control technology. In the second phase (2001 to 2008), the USEPA is required to promulgate health risk–based emissions standards where deemed necessary to address risks remaining after implementation of the technology-based standards. The FCAAA required the USEPA to promulgate vehicle or fuel standards containing reasonable requirements that control toxic emissions, at a minimum to benzene and formaldehyde. Performance criteria were established to limit mobile-source emissions of toxics, including benzene, formaldehyde, and 1,3-butadiene. In addition, CAA §219 required the use of reformulated gasoline in selected U.S. cities (those with the most severe ozone non- attainment conditions) to further reduce mobile-source emissions.
Mobile Source Air Toxics (MSAT). The USEPA issued a Final Rule on Controlling Emissions of Hazardous Air Pollutants from Mobile Sources. 66 FR 17229 (March 29, 2001). This rule was issued under the authority in Section 202 of the CAA. In its rule, USEPA examined the impacts of existing and newly promulgated mobile source control programs, including its reformulated gasoline program, national low emission vehicle standards, Tier 2 motor vehicle emissions standards and gasoline sulfur control requirements, proposed heavy duty engine and vehicle standards, and on-highway diesel fuel sulfur control requirements. Between 2000 and 2020, the Federal Highway Administration (FHWA) projects that even with a 64 percent increase in vehicle miles traveled (VMT), these programs will reduce on-highway emissions of benzene, formaldehyde, 1,3-butadiene, and acetaldehyde by 57 to 65 percent, and will reduce on-highway diesel particulate matter emissions by 87 percent. As a result, the USEPA concluded that no further motor vehicle emissions standards or fuel standards were necessary to further control MSATs. The agency is preparing another rule under authority of CAA Section 202(l) that will address these issues and could make adjustments to the full 21 and the primary six MSATs.
The FHWA published project-level MSAT assessment guidance in February 2006 as an air quality analysis tool for transportation projects.1 MSATs are a subset of the 188 air toxics defined by the CAA. The MSATs are compounds emitted from highway vehicles and non- road equipment. Some toxic compounds are present in fuel and are emitted to the air when the fuel evaporates. Other toxics are emitted from the incomplete combustion of fuels or as secondary combustion products. Metal air toxics also result from engine wear or from impurities in oil or gasoline.
State Toxic Air Contaminant Programs. California regulates TACs primarily through the Tanner Air Toxics Act (AB 1807) and the Air Toxics Hot Spots Information and Assessment Act of 1987 (AB 2588). The Tanner Act sets forth a formal procedure for CARB to designate substances as TACs. This includes research, public participation, and scientific peer review before CARB can designate a substance as a TAC. To date, CARB has identified over 21
1FHWA, Interim Guidance on Air Toxic Analysis in NEPA Documents, February 3, 2006.
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TACs, and adopted the USEPA’s list of HAPs as TACs. Most recently, diesel exhaust particulate was added to the CARB list of TACs. Once a TAC is identified, CARB’s then adopts an Airborne Toxics Control Measure for sources that emit that particular TAC. If there is a safe threshold for a substance at which there is no toxic effect, the control measure must reduce exposure below that threshold. If there is no safe threshold, the measure must incorporate TBACT to minimize emissions. None of the TACs identified by CARB have a safe threshold.
The Hot Spots Act requires that existing facilities that emit toxic substances above specified level:
1. Prepare a toxic emission inventory;
2. Prepare a risk assessment if emissions are significant;
3. Notify the public of significant risk levels; and
4. Prepare and implement risk reduction measures.
CARB has adopted diesel exhaust control measures and more stringent emission standards for various on-road mobile sources of emissions, including transit buses, and off-road diesel equipment (e.g., tractors, generators). In February 2000, CARB adopted a new public transit bus fleet rule and emission standards for new urban buses. These new rules and standards provide for more stringent emission standards for some new urban bus engines beginning with 2002 model year engines, zero-emission bus demonstration and purchase requirements applicable to transit agencies, and reporting requirements which transit agencies must demonstrate compliance with the urban transit bus fleet rule. Milestones include the low sulfur diesel fuel requirement and tighter emission standards for heavy-duty diesel trucks (2007) and off-road diesel equipment (2011) nationwide. Over time, the replacement of older vehicles will result in a vehicle fleet that produces substantially less TACs than under current conditions. Mobile-source emissions of TACs (e.g., benzene, 1-3-butadiene, diesel PM) have been reduced significantly over the last decade, and will be reduced further in California through a progression of regulatory measures (e.g., Low Emission Vehicle/Clean Fuels and Phase II reformulated gasoline regulations) and control technologies. With implementation of CARB’s Risk Reduction Plan, it is expected that diesel PM concentrations will be reduced by 75 percent in 2010 and 85 percent in 2020 from the estimated year 2000 level.2 Adopted regulations are also expected to continue to reduce formaldehyde emissions from cars and light-duty trucks. As emissions are reduced, it is expected that risks associated with exposure to the emissions will also be reduced.
2BAAQMD, CEQA Air Quality Guidelines, June 2010.
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Bay Area Air Quality Management District. The BAAQMD has regulated TACs since the 1980s. At the local level, air pollution control or management districts may adopt and enforce CARB’s control measures. Under BAAQMD Regulation 2-1 (General Permit Requirements), Regulation 2-2 (New Source Review), and Regulation 2-5 (New Source Review), all non- exempt sources that possess the potential to emit TACs are required to obtain permits from BAAQMD. Permits may be granted to these operations if they are constructed and operated in accordance with applicable regulations, including new source review standards and air toxics control measures. The BAAQMD limits emissions and public exposure to TACs through a number of programs. The BAAQMD prioritizes TAC-emitting stationary sources based on the quantity and toxicity of the TAC emissions and the proximity of the facilities to sensitive receptors.
Naturally occurring asbestos (NOA) was identified as a TAC in 1986 by CARB. NOA is located in many parts of California and, according to the California Department of Geology’s special publication titled Guidelines for Geologic Investigations of Naturally Occurring Asbestos in California, is commonly associated with ultramafic rocks. BAAQMD’s NOA program requires that the applicable notification forms from its website be submitted by qualifying operations in accordance with the procedures detailed in the air toxics control measures (ATCM) Inspection Guidelines Policies and Procedures. The Lead Agency shall reference BAAQMD’s ATCM Policies and Procedures to determine which NOA Notification Form is applicable to the proposed project (NOA Notification Forms). The ATCM requires regulated operations engaged in road construction and maintenance activities, construction and grading operations, and quarrying and surface mining operations in areas where NOA is likely to be found, to employ the best available dust mitigation measures to reduce and control dust emissions.
In addition, the BAAQMD has adopted Regulation 11, Rules 2 which addresses asbestos demolition renovation, manufacturing, and standards for asbestos containing serpentine. The purpose of Regulation 11, Rule 2 is to control emissions of asbestos to the atmosphere during demolition, renovation, milling and manufacturing and establish appropriate waste disposal procedures.3 Some of the regulations listed in Regulation 11, Rule 2 include:
x Visible Emissions: There shall be no visible emissions to the outside air from any asbestos mill or from any operation involving the demolition, renovation, removal, manufacture or fabrication of any product containing asbestos.
x Demolition, Renovation, and Removal: To prevent emissions from asbestos containing material, a person responsible for scheduled, nonscheduled, or emergency demolition, renovation, or removal of any building elements containing any amount
3BAAQMD, Regulation 11, Rule 2, October 1998.
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of RACM shall use the procedures specified in subsections 303.1 through 303.13. This shall not apply to maintenance or decontamination procedures where no removal takes place.
x Waste Disposal: To prevent emissions from asbestos-containing material, a person responsible for the collection, processing (including incineration and conversion), packaging, transporting, or disposition of any asbestos-containing waste material which is generated by manufacturing; fabricating; scheduled, nonscheduled, or emergency demolition or renovation, whether notified or not; spraying operations; or asbestos milling, shall use procedures specified in Regulation 11, Rule 2, Standard 304.
x Waste Disposal Sites: There shall be no visible emissions to the outside air from a waste disposal site where asbestos-containing waste material has been or is being deposited.
4.12.1.2 Air Quality Plans The BAAQMD, in coordination with the Metropolitan Transportation Commission (MTC) and the Association of Bay Area Governments (ABAG), is responsible for preparing air quality plans pursuant to the CAA and CCAA. Under the CAA, State Implementation Plans
(SIPs) are required for areas that are designated as non-attainment for O3, CO, NOX, SOX,
PM10 or PM2.5. For the BAAB, a SIP is required for O3, and PM2.5 since the region is currently designated as a federal non-attainment area for both criteria pollutants.
The most current SIP called the 2005 Ozone Strategy is a comprehensive document that describes the Bay Area’s strategy for compliance with State one-hour ozone standards. Adopted on January 4th 2006, the Ozone Strategy is a roadmap of how the San Francisco Bay Area will achieve compliance with the State one-hour air quality standard for ozone and how the region will reduce transport of ozone and ozone precursors to neighboring air basins.
In 2006, the U.S. EPA lowered the 24-hour PM2.5 standard, and as a result, the Bay Area was designated as non-attainment in December 2009. An updated SIP that demonstrates the Bay
Area will achieve the revised PM2.5 standard must be submitted to the USEPA by December 2012.
Whereas the SIP is prepared pursuant to the CAA (federal requirement), the Bay Area Clean Air Plan (CAP) is prepared pursuant to the CCAA (State requirement). The CAP is the region’s plan for reducing ground-level ozone, and provides a comprehensive plan to improve Bay Area Air Quality and protect public health. The CAP defines a control strategy that the Air District and its partners will implement to reduce emissions and decrease ambient
AC TRANSIT EAST BAY BRT PROJECT 4-9 FINAL ENVIRONMENTAL IMPACT STATEMENT/ENVIRONMENTAL IMPACT REPORT Chapter 4 Affected Environment, Environmental Consequences, and Avoidance, Minimization, and/or Mitigation Measures concentrations of harmful pollutants, safeguard public health by reducing exposure to air pollutants that pose the greatest health risk, with an emphasis on protecting the communities most heavily impacted by air pollution, and reduce greenhouse gas (GHG) emissions to protect the climate. Additionally, the CAP will also act as a legal impetus for the Bay Area 2005 Ozone Strategy update.
4.12.1.3 Air Quality Conformity Under the 1990 CAA Amendments, the U.S. Department of Transportation cannot fund, authorize, or approve federal actions to support programs or projects that are not first found to conform to CAA requirements. A conformity determination demonstrates that total emissions projected for a plan or program are within the emissions limits established by the air quality plan or SIP, and that transportation control measures are implemented in a timely fashion. The FHWA and the Federal Transit Administration (FTA) jointly make conformity determinations within air quality non-attainment and maintenance areas to ensure that federal actions conform to the “purpose” of SIPs. In late 1993, the USEPA promulgated final rules for determining conformity of transportation plans, programs, and projects. These final rules, contained in 40 CFR Part 93, govern the conformity assessment for the proposed project. Section 4.12.4 (Transportation Conformity Analysis) of this EIS/EIR lists the conformity criteria that would apply to this project.
4.12.1.4 Affected Environment Climate The Bay Area can be classified as a Mediterranean climate, characterized by cool, dry summers and mild, wet winters. The Eastern Pacific High, which is a strong persistent anticyclone, is the major influence on the climate in the Bay Area. Seasonal variations in the position and strength of this system are a key factor in producing weather changes. During the summer, the general area lies in the semi-permanent high-pressure zone of the northeastern Pacific Ocean. The high-pressure cell prevents storms from affecting the California coast, resulting in the Bay Area experiences little precipitation during the summer months. During the winter, the high-pressure cell weakens and shifts southward. Storms occur more frequently and winds are usually moderate; however, the Pacific high-pressure cell periodically becomes dominant, bringing light winds.
Temperature in the project area and its vicinity averages approximately 57 degrees Fahrenheit annually, with an average maximum summer temperature of approximately 70 degrees Fahrenheit and an average minimum winter temperature of approximately 44 degrees Fahrenheit. Total precipitation in the project area averages approximately 21 inches annually. Precipitation occurs mostly during the winter and relatively infrequently during the summer.
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Precipitation during the winter is approximately 11.5 inches and approximately 0.25 inches during the summer.
4.12.1.5 Existing Conditions Air Monitoring Data Historical data from four BAAQMD monitoring stations were used to characterize existing conditions within the vicinity of the project area and to establish a baseline for estimating future conditions. Three of the monitoring stations are located in close proximity to the proposed BRT alignment:
x Oakland—International x Oakland—Alice x San Leandro County Hospital
The pollutants monitored at these stations and the distance of these stations from the proposed BRT alignment are shown in Table 4.12-2. The nearest monitoring station that
monitors PM2.5 and PM10 is the Berkeley, Sixth and Camelia Monitoring Station, located 2.5 miles from the proposed BRT alignment. Another monitoring station that monitors PM2.5 and
PM10 for periods not available from the Berkeley, Sixth and Camelia Monitoring Station is the Arkansas San Francisco Monitoring Station. Because both the Berkeley, Sixth and Camelli and San Francisco Stations are within the same climatological subregion as the project area, they accurately characterize existing PM2.5 and PM10 conditions in the project area.
Table 4.12-2. Pollutants Monitored at Air Monitoring Stations Near Proposed BRT Alignment
Pollutants Distance to BRT Monitoring Station Monitored Address Alignment Oakland – O3, CO, NO2, Adjacent to Proposed International 1 9925 International Boulevard SO BRT Alignment Monitoring Station x 6701 International Boulevard, Adjacent to Proposed Oakland – Alice O , CO 3 Oakland BRT Alignment San Leandro 1544 Foothill Boulevard, San O 0.45 miles Monitoring Station 3 Leandro Berkeley – Sixth and O3, PM2.5 , PM10, 1 1340 Sixth St, Berkely 2.5 miles Camellia CO, NO2, SOx San Francisco- 10 Arkansas Street, San Arkansas Monitoring PM , PM , 7.5 miles 2.5 10 Francisco Station Notes: 1 The San Francisco – Arkansas Monitoring Station also monitors O3, CO, NOX, and SOX but is used only to characterize PM2.5. and PM10 Source: CARB.
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Summaries of the data recorded at the monitoring stations during the 2005-2009 period are shown in Table 4.12-3. The number of days that violations occurred is listed for each year. The one-hour ozone standard was exceeded at least once each year from 2005 to 2009. In addition, PM2.5 violations occurred on average of three days during the reporting period. If the maximum concentrations, or number of days these violations occurred, were not available from CARB, they are indicated by n/a in the listing column.
Table 4.12-3. 2005-2009 Criteria Pollutant Violations
Concentrations/Exceedance of Pollutant 2005 2006 2007 2008 2009 Standards Berkley-6th and Camellia Street Monitoring Station Ozone (1 hour) Maximum 1-hr concentration (ppm) n/a n/a 0.04 0.05 0.06 Days > 0.12 ppm (federal 1-hr standard) n/a n/a 0 0 0 Days > 0.09 ppm (State 1-hr standard) n/a n/a 0 0 0 Ozone (8 hour) Maximum 8-hr concentration (ppm) n/a n/a 0.032 0.049 0.054 Days > 0.075 ppm (federal 8-hr standard) n/a n/a 0 0 0 3 PM2.5 Maximum 24-hr concentration (µg/m ) n/a n/a 23 39 40 Estimated days > 12 µg/m3 (State standard, arithmetic mean) n/a n/a n/a n/a n/a Estimated days > 35 µg/m3 (federal 24-hr standard) n/a n/a n/a n/a n/a 3 PM10 Maximum 24-hr concentration (µg/m ) n/a n/a 36 44 34 Estimated days > 50 µg/m3 (State 24-hr standard) n/a n/a 0 0 0 Estimated days > 150 µg/m3 (federal 24-hr standard) n/a n/a 0 0 0 Carbon Maximum 8-hr concentration (ppm) n/a n/a 1.6 1.7 2.0 Monoxide Days > 9.0 ppm (federal 8-hr. standard) n/a n/a 0 0 0 Days > 9.0 ppm (State 8-hr standard) n/a n/a 0 0 0 Nitrogen Dioxide Maximum 1-hr concentration (ppm) n/a n/a 0.05 0.06 0.05 Days > 0.18 ppm (State 1-hr standard) n/a n/a 0 0 0 Sulfur Dioxide Maximum 24-hr concentration (ppm) n/a n/a 0.005 0.005 0.004 Days > .14 ppm (federal 24-hr standard) n/a n/a 0 0 0 Days > .04 ppm (State 24-hr standard) n/a n/a 0 0 0 Oakland – International Monitoring Station Ozone (1 hour) Maximum 1-hr concentration (ppm) n/a n/a 0.04 0.09 0.09 Days > 0.12 ppm (federal 1-hr standard) n/a n/a 0 0 0 Days > 0.09 ppm (State 1-hr standard) n/a n/a 0 0 0 Ozone (8 hour) Maximum 8-hr concentration (ppm) n/a n/a 0.04 0.06 0.06 Days > 0.08 ppm (federal 8-hr standard) n/a n/a 0 0 0 Carbon Maximum 8-hr concentration (ppm) n/a n/a 1.4 1.6 2.0 Monoxide Days > 9 ppm (federal 8-hr. standard) n/a n/a 0 0 0 Days > 9.0 ppm (State 8-hr standard) n/a n/a 0 0 0 Nitrogen Dioxide Maximum 1-hr concentration (ppm) n/a n/a 0.06 0.07 0.06 Days > 0.18 ppm (State 1-hr standard) n/a n/a 0 0 0 Sulfur Dioxide 0.00 0.00 Maximum 24-hr concentration (ppm) 0.004 n/a n/a 6 9 Days > .14 ppm (federal 24-hr standard) 0 n/a n/a 0 0 Days > .04 ppm (State 24-hr standard) 0 n/a n/a 0 0 San Leandro- Monitoring Station Ozone (1 hour) Maximum 1-hr concentration (ppm) 0.10 0.09 0.07 0.10 n/a Days > 0.12 ppm (federal 1-hr standard) 0 0 0 0 n/a Days > 0.09 ppm (State 1-hr standard) 1 0 0 1 n/a
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Table 4.12-3. 2005-2009 Criteria Pollutant Violations
Concentrations/Exceedance of Pollutant 2005 2006 2007 2008 2009 Standards Ozone (8 hour) Maximum 8-hr concentration (ppm) 0.06 0.07 0.05 0.07 n/a Days > 0.08 ppm (federal 8-hr standard) 0 0 0 0 n/a Oakland- Alice Monitoring Station Ozone (1 hour) Maximum 1-hr concentration (ppm) 0.07 n/a n/a n/a n/a Days > 0.12 ppm (federal 1-hr standard) 0 n/a n/a n/a n/a Days > 0.09 ppm (State 1-hr standard) 0 n/a n/a n/a n/a Ozone (8 hour) Maximum 8-hr concentration (ppm) 0.05 n/a n/a n/a n/a Days > 0.08 ppm (federal 8-hr standard) 0 n/a n/a n/a n/a Carbon Maximum 8-hr concentration (ppm) 2.4 n/a n/a n/a n/a Monoxide Days > 9.0 ppm (federal 8-hr. standard) 0 n/a n/a n/a n/a Days > 9.0 ppm (State 8-hr standard) 0 n/a n/a n/a n/a San Francisco- Arkansas Monitoring Station 3 PM2.5 Maximum 24-hr concentration (µg/m ) 44 54 45 39 50 Estimated days > 12 µg/m3 (State standard, arithmetic mean) n/a n/a n/a n/a n/a Estimated days > 35 µg/m3 (federal 24-hr standard) 6.4 3.1 5.1 0 1 3 PM10 Maximum 24-hr concentration (µg/m ) 46 61 70 41 36 Estimated days > 50 µg/m3 (State 24-hr standard) 0 17 12 0 0 Estimated days > 150 µg/m3 (federal 24-hr standard) 0 0 0 0 0 Notes: n/a – number of days are not available Source: CARB. Existing Localized CO Analysis for Project Area Intersections CO is a localized gas that dissipates very quickly under normal meteorological conditions. The highest CO concentrations are typically found along sidewalks directly adjacent to congested roadway intersections and decrease substantially as distance from the intersection increases. The localized CO analysis was conducted in accordance to the guidelines provided in the Caltrans Transportation Project-Level Carbon Monoxide Protocol.
A worst-case simulation of existing CO concentrations within the project area was modeled near 12 intersections. The selected intersections are listed in Table 4.12-4. One-hour CO concentrations are approximately 4 ppm at worst-case sidewalk receptors; eight-hour CO concentrations range from approximately 2.8 ppm to 3.0 ppm at worst-case sidewalk receptors. Since CO is a localized gas that disperses quickly, CO concentrations at specific sensitive receptors are lower than concentrations immediately adjacent to the intersections. Presently, CO concentrations do not exceed the State and federal one-hour CO standards of 20 ppm and 35 ppm, respectively. CO concentrations also do not exceed the State and federal eight- hour CO standard of 9.0 ppm.
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Table 4.12-4. Carbon Monoxide Concentrations (Modeled for Existing Conditions)1
Parts Per Million Intersection 1-hour 8-hour Federal CO Standard 35 9 California State CO Standard 20 9.0
Shattuck Avenue and University Avenue (East) 4 2.8 Fulton Street and Bancroft Way 4 2.9 Adeline Avenue and Ashby Street 4 3.0 College Avenue and Claremont Avenue 4 2.8 th Telegraph Avenue and 40 Street 4 2.9 Broadway and West Grand Avenue 4 2.9 Foothill Boulevard and Fruitvale Avenue 4 2.8 International Boulevard and Seminary Avenue 4 2.8 th International Boulevard and 66 Avenue 4 2.9 rd International Boulevard and 73 Avenue/Hegenberger Expressway 4 2.9 th International Boulevard and 98 Avenue 4 3.0 th East 14 Street and Davis Street/Callan Avenue 4 2.9 Notes: 1 All concentrations include one- and eight-hour ambient concentrations of 3 ppm and 2.4 ppm, respectively. Source: Alameda-Contra Costa Transit District, 2010.
Sensitive Receptors The following categories of people, as identified by CARB, are most likely to be affected by air pollution: children under 14, the elderly over 65, athletes, and people with cardiovascular and chronic respiratory diseases. Locations that may contain a high concentration of these sensitive population groups are called sensitive receptors and include residential areas, hospitals, daycare facilities, elder care facilities, elementary schools, and parks. Numerous sensitive receptors are located along the project corridor. These include residences, schools, recreational facilities, and medical facilities.
4.12.3 Methodology and Significance Criteria
4.12.3.1 Methodology The following calculation methods and estimation models were used to determine air quality impacts:
x Sacramento Metropolitan Air Quality Management District’s (SMAQMD) Roadway Construction Emissions Model (RoadMod);
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x CARB’s EMFAC2007 emissions factor model; and x USEPA’s CAL3QHC microscale dispersion model.
Regional Construction Emissions. Construction emissions were analyzed based on guidance provided in the BAAQMD CEQA Guidelines.4 The BAAQMD recommends using the SMAQMD’s RoadMod to quantify construction emissions associated with roadway construction. RoadMod is a data entry spreadsheet that utilizes various sources to estimate construction emissions, including OFFROAD2007 and EMFAC2007. Assumptions used for the construction calculations are as follows:
x Year 2013 start date
x 14.4-mile corridor length
x 68-foot corridor width
x 16-month construction period
x A maximum of 13,000 square feet per day of land to be graded
x A maximum of 275 cubic yards per day of soil to be imported
x A maximum of 190 cubic yards per day of soil to be exported
Regional Operational Emissions. EMFAC2007 was used to calculate operational emissions. EMFAC2007 is the latest emission inventory model for motor vehicles operating on roads in California. This model reflects the CARB’s current understanding of how vehicles travel and how much they pollute. The EMFAC2007 model can be used to show how California motor vehicle emissions have changed over time and are projected to change in the future. Emissions were calculated using average speeds described above, VMT presented in Table 4.12-5, and emissions rates provided by EMFAC2007.
Table 4.12-5. Average Weekday Vehicle Miles Traveled
Scenario Automobile 2015 No Project 4,954,375 2015 Project 4,943,059 2035 No Project 5,781,545 2035 Project 5,739,366 Source: Alameda-Contra Costa Transit District, November 2010.
Emissions are presented for the years 2015 and 2035. The on-road mobile source calculations assumed a system-wide vehicle speed of 30 miles per hour for 2015, and 27 miles per hour
4BAAQMD, California Environmental Quality Act Air Quality Guidelines, June, 2010.
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Localized CO Emissions. The localized CO analysis was conducted in accordance with the guidelines provided in Caltrans’ Transportation Project-Level Carbon Monoxide Protocol (Caltrans 1997). The intersections analyzed were selected based on their proximity to nearby sensitive receptors and high daily traffic volumes. Localized CO concentrations for these worst-case intersections were then calculated using the USEPA CAL3QHC dispersion model, which utilizes traffic volume inputs and CARB EMFAC2007 emissions factors.
4.12.3.2 Significance Criteria
NEPA Adverse Impact Criteria
According to the Council on Environmental Quality regulations (40 CFR §§ 1500-1508), the determination of a significant impact is a function of both context and intensity. Context means that the significance of an action must be analyzed in several contexts such as society as a whole (human, national), the affected region, the affected interests, and the locality. Both short- and long-term effects are relevant. Intensity refers to the severity of impact. To determine significance, the severity of the impact must be examined in terms of the type, quality and sensitivity of the resource involved; the location of the proposed project; the duration of the effect (short- or long-term) and other consideration of context. Adverse impacts will vary with the setting of the proposed action and the surrounding area.
The following are the significance criteria BAAQMD has established to determine project impacts under CEQA.
CEQA Significance Thresholds
BAAQMD’s approach to the CEQA analysis of construction-related fugitive dust impacts is to emphasize the implementation of effective and comprehensive control measures rather
than a detailed quantification of emissions. PM10 is the pollutant of greatest concern with respect to construction activities. The BAAQMD CEQA Guidelines provide feasible control 5 measures for construction emissions of PM10. If the appropriate construction controls are to be implemented, then fugitive dust emissions for construction activities would be considered less than significant.
In addition, the BAAQMD has identified the following thresholds for construction equipment exhaust emissions (Table 4.12-6):
5BAAQMD, California Environmental Quality Act Air Quality Guidelines, June 2010.
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Table 4.12-6. Construction Emissions Thresholds
Criteria Pollutant Pounds per Day Reactive Organic Gases (ROG) 54 Nitrogen Oxides (NOX) 54 Fine Particulate Matter (PM2.5) 54 (exhaust only) Respirable Particulate Matter (PM10) 82 (exhaust only) Source: BAAQMD, California Environmental Quality Act Air Quality Guidelines, June 2010.
According to the BAAQMD, a transportation project would cause a significant operational impact if6:
x The proposed project would cause a net increase in emissions;
x The proposed project would generate CO concentrations at study intersections that exceed the State one- and eight-hour standards shown in Table 4.12-1;
x Operational activity would create an odor nuisance; and/or
x The proposed project would not be consistent with the BAAQMD air quality plans. 4.12.4 Impact Discussion
4.12.4.1 Construction Phase Impacts
NEPA Construction Phase Impacts
Construction of the proposed project has the potential to create air quality impacts through the use of heavy-duty construction equipment and through vehicle trips generated by construction workers traveling to and from the proposed project site. Construction activity would generate regional emissions, TAC emissions, and odors. It would also increase localized pollutant concentrations near construction . Construction emissions would be temporary, and not result in any long-term impacts. Therefore, under NEPA, the proposed project would not result in an adverse impact.
CEQA Construction Phase Impacts
Criteria Pollutant Emissions. Worker commute emissions were estimated based on the RoadMod estimating tool and associated model default values. Fugitive dust emissions would primarily result from demolition and site preparation (e.g., grading) activities. NOX emissions would primarily result from the use of heavy-duty construction equipment. The assessment of construction air quality impacts considers each of these potential sources. Construction emissions can vary substantially from day to day, depending on the level of activity, the specific type of operation and the prevailing weather conditions.
6BAAQMD, Personal Communication, August 11, 2010.
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The proposed project would result in lane closures and may affect vehicle speeds on the corridor and parallel roadways. There is a direct correlation between decreased vehicle speeds and higher pollutant emissions at low vehicle speeds (e.g., 25 to 30 miles per hour). The construction analysis conservatively assumed that average daily traffic along the corridor would be reduced by five miles per hour during construction activity. The increased emissions resulting from traffic delays were added into the emissions caused by general construction activity. It was assumed that traffic would be delayed for up to six blocks, and that the average block is approximately 380 feet long.
Table 4.12-7 includes both on-site and off-site exhaust emissions. On-site emissions are emissions generated by construction equipment located directly on the project site. Off-site emissions are generated by haul trucks and worker trips, both of which occur primarily away from the project area. Construction exhaust emissions would exceed the BAAQMD NOX significance threshold. Therefore, under CEQA, construction activity would result in a significant impact related to equipment exhaust without mitigation.
Table 4.12-7. Build Alternative Estimated Daily Construction Emissions - Unmitigated
Pounds Per Day
Construction Year 2013 ROG NOX PM10 PM2.5 Total Regional Construction Emissions 18 81 5 5 Regional Significance Threshold 54 54 82 54 Exceed Threshold? No Yes No No Source: Alameda-Contra Costa Transit District, 2010 According to the BAAQMD, the determination of significance with respect to fugitive dust construction emissions should be based on implementation of control measures.7 These control measures have been identified by the BAAQMD in their CEQA guidelines. Without implementation of these cotrol measures, under CEQA, construction activity would result in a significant impact related to construction dust.
Toxic Air Contaminants. The assessment of construction-related TACs considers diesel particulate matter from construction equipment, demolition and renovation of asbestos- containing materials, and naturally occurring asbestos.
Diesel Particulate Matter. Construction-related activities could result in the generation of TACs, specifically diesel PM, from on-road haul trucks and off-road equipment exhaust emissions. Due to the variable nature of construction activity, the generation of TAC emissions would be temporary; especially considering the short amount of time equipment is typically located near sensitive land uses. Current models and methodologies for conducting health risk assessments are associated with longer-term exposure periods of 9, 40, and 70
7BAAQMD, California Environmental Quality Act Air Quality Guidelines, June 2010.
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Demolition and Renovation of Asbestos-Containing Materials. The proposed project would not involve the demolition or renovation of any materials containing asbestos. The construction associated with the proposed project involves re-paving the corridor, and installing new transportation infrastructure to support the proposed project. Because BAAQMD Regulation 11, Rule 2 is in place, no further analysis about the demolition of asbestos-containing materials is needed in a CEQA document. BAAQMD does recommend that CEQA documents acknowledge and discuss BAAQMD Regulation 11, Rule 2 to support the public’s understanding of this issue. The purpose of this Rule is to control emissions of asbestos to the atmosphere during demolition, renovation, milling and manufacturing and establish appropriate waste disposal procedures. Regulation 11, Rule 2 prohibits the use of asbestos in surfacing roadways, insulating buildings, or as any sort of architectural coating. The Rule also identifies standards in the demolition or renovation of buildings containing asbestos.9 Therefore, under CEQA, TAC exposure would result in a less-than-significant impact related to the demolition and renovation of asbestos-containing materials.
Naturally Occurring Asbestos. The proposed project is located in an area near NOA, and the grading associated with the proposed project has the potential generate asbestos emissions. The implementation of the Basic Construction Mitigation Measures, which is recommended for all proposed projects, would control NOA exposure to the greatest extent feasible. Therefore, under CEQA, TAC exposure would result in a less-than-significant impact related to naturally occurring asbestos.
Odor Emissions. Equipment exhaust and paving activities would result in odor emissions for the proposed project. Odors would be localized and generally confined to the construction area. The proposed project would utilize typical construction techniques, and the odors would be typical of most construction sites and temporary in nature. Therefore, under CEQA, construction odors would result in a less-than-significant impact related to odor emissions.
Construction Phase Control Measures and Mitigation Measures
AQ1 Construction contractors shall implement the BAAQMD Basic Construction Mitigation Measures listed in Table 4.12-8, and the applicable measures in the Additional Construction Mitigation Measures. This includes Measure 10 in the Additional Construction Mitigation Measures.
8Ibid. 9BAAQMD, Regulation 11, Rule 2, October 1998.
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AQ2 Construction contractors shall comply with BAAQMD Regulation 11 (Hazardous Pollutants) Rule 2 (Asbestos Demolition, Renovation, and Manufacturing). The requirements for demolition activities include removal standards, reporting requirements, and mandatory monitoring and record keeping.
Table 4.12-8. Feasible Control Measures For Construction Emissions Basic Construction Mitigation Measures. - The following controls should be implemented at all construction sites.
1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. 2. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. 3. All visible mud or dirt track-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. 4. All vehicle speeds on unpaved roads shall be limited to 15 mph. 5. 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. 6. 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 Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. 7. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. 8. Post a publicly visible sign with the telephone number and person to contact at the Lead Agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District’s phone number shall also be visible to ensure compliance with applicable regulations. Additional Construction Mitigation Measures. - The following measures are recommended for projects with construction emissions above the threshold.
1. All exposed surfaces shall be watered at a frequency adequate to maintain minimum soil moisture of 12 percent. Moisture content can be verified by lab samples or moisture probe. 2. All excavation, grading, and/or demolition activities shall be suspended when average wind speeds exceed 20 mph. 3. Wind breaks (e.g., trees, fences) shall be installed on the windward side(s) of actively disturbed areas of construction. Wind breaks should have at maximum 50 percent air porosity. 4. Vegetative ground cover (e.g., fast-germinating native grass seed) shall be planted in disturbed areas as soon as possible and watered appropriately until vegetation is established. 5. The simultaneous occurrence of excavation, grading, and ground-disturbing construction activities on the same area at any one time shall be limited. Activities shall be phased to reduce the amount of disturbed surfaces at any one time. 6. All trucks and equipment, including their tires, shall be washed off prior to leaving the site. 7. Site accesses to a distance of 100 feet from the paved road shall be treated with a 6 to 12 inch compacted layer of wood chips, mulch, or gravel. 8. Sandbags or other erosion control measures shall be installed to prevent silt runoff to public roadways from sites with a slope greater than one percent. 9. Minimizing the idling time of diesel powered construction equipment to two minutes. 10. The project shall develop a plan demonstrating that the off-road equipment (more than 50 horsepower) to be used in the construction project (i.e., owned, leased, and subcontractor vehicles) would achieve a project wide fleet-average 20 percent NOX reduction and 45 percent PM reduction compared to the most recent ARB fleet average. Acceptable options for reducing emissions include the use of late model engines, low-emission diesel products, alternative fuels, engine retrofit technology, after-treatment products, add-on devices such as particulate filters, and/or other options as such become available. 11. Use low VOC (i.e., ROG) coatings beyond the local requirements (i.e., Regulation 8, Rule 3: Architectural Coatings). 12. Requiring that all construction equipment, diesel trucks, and generators be equipped with Best Available Control Technology for emission reductions of NOx and PM. 13. Requiring all contractors use equipment that meets CARB’s most recent certification standard for off-road
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Table 4.12-8. Feasible Control Measures For Construction Emissions heavy duty diesel engines. Source: BAAQMD, CEQA Air Quality Guidelines, June 2010.
Impacts After Mitigation
Construction activity would result in a potentially significant impact without the utilization of applicable BAAQMD control measures. Mitigation Measure AQ1 includes the Basic Construction Mitigation Measures in Table 4.12-8 and Measure 10 listed in the Additional
Construction Mitigation Measures. These mitigation measures would reduce NOX emissions by 25 percent and PM2.5 and PM10 emissions by 45 percent. Construction emissions from mitigated vehicle exhaust is compared to BAAQMD thresholds in Table 4.12-9. Mitigated
emissions would continue to exceed the NOX threshold. Therefore, under CEQA, the proposed project would result in a significant and unavoidable impact related to construction air quality.
Table 4.12-9. Build Alternative Estimated Daily Construction Emissions - Mitigated
Pounds Per Day
Construction Year 2013 ROG NOX PM10 PM2.5 Total Regional Construction Emissions 18 65 3 3 Regional Significance Threshold 54 54 82 54 Exceed Threshold? No Yes No No Source: Alameda-Contra Costa Transit District, 2010 4.12.4.2 Operational Phase Impacts
NEPA Operational Phase Impacts
Regional Emissions. Table 4.12-10 compares project corridor emissions under the No Build and Build Alternatives. This analysis considers emissions from all vehicles in the corridor (not just buses). The proposed project would decrease regional emissions because regional VMT would be reduced with project implementation. Therefore, under NEPA, the proposed project would result in a beneficial impact related to regional operational emissions.
Table 4.12-10. Criteria Pollutant Emissions Comparison
Criteria Pollutant Emissions (pounds per day)
Scenario CO ROG NOX SOX PM10 PM2.5 2015 No Build 22,817 896 5,134 44 492 306 Build 22,765 894 5,122 44 490 305 Build vs. No Build (52) (2) (12) (0) (1) (1) 2035 No Build 1,954 433 1,797 51 535 331 Build 1,940 430 1,784 51 531 329 Build vs. No Build (78) (3) (13) (0) (4) (2)
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Table 4.12-10. Criteria Pollutant Emissions Comparison
Criteria Pollutant Emissions (pounds per day)
Scenario CO ROG NOX SOX PM10 PM2.5 Source: Alameda-Contra Costa Transit District, 2010. Toxic Air Contaminants. The purpose of the proposed project is to improve transit operations in the East Bay by constructing right-of-way to allow for BRT. The proposed project has been determined to generate minimal air quality impacts for CAAA criteria pollutants and has not been linked with any special MSAT concerns. As such, the proposed will not result in any increases in traffic volumes, vehicle mix, basic project location, or any other factor that would cause an increase in MSAT impacts of the proposed project from that of the No Build Alternative.
Moreover, USEPA regulations for vehicle engines and fuels will cause overall MSAT emissions to decline significantly over the next several decades. Based on regulations now in effect, an analysis of national trends with USEPA's MOBILE6.2 model forecasts a combined reduction of 72 percent in the total annual emission rate for the priority MSAT from 1999 to 2050 while vehicle-miles of travel are projected to increase by 145 percent.10 This will both reduce the background level of MSAT as well as the possibility of even minor MSAT emissions from the proposed project. Therefore, under NEPA, the proposed project would not result in an adverse impact related to TAC emissions.
NEPA Air Quality Conformity Analysis
Regional Conformity. The proposed project was included in the regional emissions analysis completed by the MTC for the conforming Transportation 2035 Plan.11 The design concept and scope have not changed significantly from what was analyzed in the Transportation 2035 Plan. This analysis found that the plan and, therefore, the individual projects contained in the plan, are conforming projects, and will have air quality impacts consistent with those identified in the SIP for achieving the NAAQS. FHWA determined the Transportation 2035 Plan to conform to the SIP in May, 2009.12
The proposed project is also included in the federal 2009 Transportation Improvement Program (TIP). The “open-to-the-public-year” is consistent with (within the same regional emission analysis period as) the construction completion date identified in the federal TIP and Transportation 2035 Plan. The federal TIP gives priority to eligible transportation control measures identified in the SIP and provides sufficient funds to provide for their
10U.S. Department of Transportation, Interim Guidance Update on Mobile Source Air Toxic Analysis in NEPA Documents, September, 2009. 11MTC, Transportation 2035 Plan for the San Francisco Bay Area, April 2009. 12MTC, Personal Communication, July 21, 2010.
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Local Conformity. The local conformity anlaysis includes an assessment of localized CO and particulate matter concentrations.
CO Hotspot Analysis. The California Project-Level Carbon Monoxide Protocol was used to analyze CO impacts for the proposed project. The hotspot analysis covered the most congested intersections affected by the project in 2015 and 2035. The ambient air quality effects of traffic emissions were evaluated using the modeling procedures described in Appendix B of the CO Protocol. The assumptions used in the hotspot analysis are consistent with those used in the regional emissions analysis. The modeling results shown in Tables 4.12-11 and 4.12-12 indicate that total CO concentrations would not cause or contribute to any new localized violations of the federal 1-hour or 8-hour CO ambient standards.
Table 4.12-11. Carbon Monoxide Concentrations (Modeled for 2015)1
1-Hour 8-Hour No Build No Build Build Intersection Alternative Build Alternative Alternative Alternative Federal CO Standard 35 9 California State CO Standard 20 9.0
Shattuck Avenue and University Avenue (East) 3 3 2.0 2.0
Fulton Street and Bancroft Way 3 3 1.9 1.9
Adeline Avenue and Ashby Street 3 3 2.0 2.0
College Avenue and Claremont Avenue 3 2 1.9 1.8
th Telegraph Avenue and 40 Street 3 3 2.0 1.9
Broadway and West Grand Avenue 3 3 1.9 2.0
Foothill Boulevard and Fruitvale Avenue 3 3 1.9 1.9 International Boulevard and Seminary Avenue 3 3 1.9 1.9
th International Boulevard and 66 Avenue 3 3 1.9 1.9 International Boulevard and 73rd Avenue/Hegenberger Expressway 3 3 2.0 1.9
th International Boulevard and 98 Avenue 3 3 2.0 1.9 East 14th Street and Davis Street/Callan Avenue 3 3 1.9 1.9 1 All concentrations include one- and eight-hour ambient concentrations of 2.2 ppm and 1.6 ppm, respectively. Source: Alameda-Contra Costa Transit District, 2010.
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Table 4.12-12. Carbon Monoxide Concentrations (Modeled for 2035)1
1-Hour 8-Hour No Build No Build Build Intersection Alternative Build Alternative Alternative Alternative Federal CO Standard 35 9 California State CO Standard 20 9.0
Shattuck Avenue and University Avenue (East) 2 2 1.1 1.1
Fulton Street and Bancroft Way 2 2 1.1 1.1
Adeline Avenue and Ashby Street 2 2 1.2 1.1
College Avenue and Claremont Avenue 1 2 1.0 1.1
th Telegraph Avenue and 40 Street 2 2 1.1 1.1
Broadway and West Grand Avenue 2 2 1.1 1.1
Foothill Boulevard and Fruitvale Avenue 2 2 1.1 1.1 International Boulevard and Seminary Avenue 2 2 1.1 1.1
th International Boulevard and 66 Avenue 2 2 1.1 1.1 International Boulevard and 73rd Avenue/Hegenberger Expressway 2 2 1.1 1.1
th International Boulevard and 98 Avenue 2 2 1.1 1.1 East 14th Street and Davis Street/Callan Avenue 2 2 1.1 1.1 1 All concentrations include one- and eight-hour ambient concentrations of 1.4 ppm and 1 ppm, respectively. Source: Alameda-Contra Costa Transit District, 2010.
PM2.5/PM10 Hotspot Analysis. Qualitative particulate matter hotspot analysis is required under the USEPA Transportation Conformity rule for Projects of Air Quality Concern (POAQC). Projects that are not POAQC are not required to complete a detailed particulate matter hotspot analysis. According to the USEPA Transportation Conformity Guidance, the following types of projects are considered POAQC:
x New or expanded highway projects that have a significant number of or significant increase in diesel vehicles (defined as greater than 125,000 Annual Average Daily Traffic (AADT) and eight percent or more of such AADT is diesel truck traffic);
x Projects affecting intersections that are at a Level of Service D, E, F, with a significant number of diesel vehicles, or that that will change to Level of Service D, E, or F because of increased traffic volumes from a significant number of diesel vehicles related to the project;
4-24 AC TRANSIT EAST BAY BRT PROJECT FINAL ENVIRONMENTAL IMPACT STATEMENT/ENVIRONMENTAL IMPACT REPORT Chapter 4 Affected Environment, Environmental Consequences, and Avoidance, Minimization, and/or Mitigation Measures
x New bus and rail terminals and transfer points that have a significant number of diesel vehicles congregating at a single location;
x Expanded bus and rail terminals and transfer points that significantly increase the number of diesel vehicles congregating at a single location; or
x Projects in or affecting locations, areas, or categories of sites which are identified in
the PM2.5 or PM10 implementation plan or implementation plan submission, as appropriate, as sites of possible violation.
The proposed project does not meet the definition of a POAQC as defined in USEPA’s Transportation Conformity Guidance. The proposed project would not increase the percentage of diesel vehicles on the roadway, does not involve a bus or rail terminal that significantly increases diesel vehicles, and is not identified in the SIP as a possible PM2.5 or 13 PM10 violation site. The MTC has confirmed that the project is not considered a POAQC. A particulate matter hotspot analysis is not required.
CEQA Operational Phase Impacts
Criteria Pollutant Emissions. Table 4.12-10 compares project corridor emissions under the No Build and Build Alternatives. This analysis considers emissions from all vehicles in the corridor (not just buses). Project implementation would reduce regional VMT and associated regional emissions. Therefore, under CEQA, the proposed project would result in a less-than- significant impact related to operational emissions.
Carbon Monoxide Concentrations. Overall CO concentrations in year 2015 and 2035 are expected to be lower than existing conditions due to stringent State and federal mandates for lowering vehicle emissions. Although future traffic volumes would be higher, these increases would be offset by cleaner-running vehicles. Year 2015 CO concentrations at the ten selected intersections are shown in Table 4.12-11. Year 2035 CO concentrations are shown in Table 4.12-12. The State and federal one- and eight-hour CO standards would not be exceeded at worst-case sidewalk receptor locations or the sensitive receptors closest to the roadway intersections. Therefore, the proposed project would result in adverse less-than-significant impact related to future CO concentrations.
Toxic Air Contaminant Emissions. The BAAQMD prioritizes TAC-emitting stationary sources based on the quantity and toxicity of the TAC emissions and the proximity of the facilities to sensitive receptors. The purpose of the proposed project is to improve transit operations along the corridor by constructing right-of-way to allow BRT. The proposed project would decerase regional criteria pollutant emissions and has not been linked with any special TAC concerns. In addition, the proposed project would not increase regional traffic
13MTC, Fund Management System, http://fms.mtc.ca.gov, accessed October 26, 2010.
AC TRANSIT EAST BAY BRT PROJECT 4-25 FINAL ENVIRONMENTAL IMPACT STATEMENT/ENVIRONMENTAL IMPACT REPORT Chapter 4 Affected Environment, Environmental Consequences, and Avoidance, Minimization, and/or Mitigation Measures volumes or substantially change the regional fleet mix. Therefore, under CEQA, the proposed project would result in a less-than-significant impact related to TAC emissions.
Odor Emissions. Land uses and industrial operations that are associated with odor complaints include wastewater treatment plants, landfills, confined animal facilities, composting stations, food manufacturing plants, refineries, and chemical plants. The proposed project would not include any land use or activity that typically generates adverse odors. Therefore, under CEQA, the proposed project would result in a less-than-significant impact related to odor emissions.
4.12.4.3 Cumulative Impacts
By its very nature, air pollution is largely a cumulative impact. No single project is sufficient in size to, by itself, result in non-attainment of ambient air quality standards. Instead, a project’s individual emissions contribute to existing cumulatively significant adverse air quality impacts. If a project’s contribution to the cumulative impact is considerable, then the proposed project’s impact on air quality would be considered significant. In developing thresholds of significance for air pollutants, 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 to the region’s existing air quality conditions. Therefore, additional analysis to assess cumulative impacts is unnecessary.14
Cumulative Construction
The proposed project would result in a regionally significant NOX impact during construction. While BAAQMD-required mitigation measures would reduce air quality impacts, it is forecasted that the construction of the related projects, in addition to the proposed project, would result in a regionally significant impact related to cumulative construction. Therefore, the proposed project would contribute to a cumulatively considerable construction impact.
Cumulative Operations
The proposed project would not result in a significant ROG, PM2.5, PM10, or NOX impact during operations. The proposed project’s contribution would not be cumulatively considerable because it is less than significant on a project basis. Therefore, the proposed project would not contribute to a cumulatively considerable operational impact.
14BAAQMD, CEQA Air Quality Guidelines, June 2010.
4-26 AC TRANSIT EAST BAY BRT PROJECT FINAL ENVIRONMENTAL IMPACT STATEMENT/ENVIRONMENTAL IMPACT REPORT Air Quality Appendix
Part 1: Regional Climate
Part 2: Regional Construction Emissions
Part 3: Carbon Monoxide Analysis
Part 4: Regional Operational Emissions Part 1
Regional Climate OAKLAND, CALIFORNIA Period of Record General Climate Summary - Temperature Page 1 of 2
OAKLAND, CALIFORNIA
Period of Record General Climate Summary - Temperature
Station:(046332) OAKLAND From Year=1894 To Year=1958 Monthly Max. Daily Extremes Monthly Extremes Averages Temp. Highest Lowest >= <= Max. Min. Mean High Date Low Date Year Year Mean Mean 90 F 32 dd/yyyy dd/yyyy # # F F F F or F or F - F - Days Day yyyymmdd yyyymmdd January 54.2 41.8 48.0 73 23/1948 24 05/1949 52.1 1953 40.9 1937 0.0 0 February 57.9 44.3 51.1 78 25/1954 28 13/1949 55.1 1907 46.6 1949 0.0 0 March 61.1 45.5 53.3 87 25/1952 30 15/1913 59.1 1934 48.4 1917 0.0 0 April 64.7 47.7 56.2 90 17/1954 35 06/1929 60.0 1926 51.1 1922 0.0 0 May 68.0 50.1 59.0 97 23/1943 38 04/1910 63.4 1931 54.0 1917 0.3 0 June 72.0 53.0 62.5 104 24/1957 41 30/1949 68.0 1957 57.4 1923 0.9 0 July 72.7 54.4 63.6 102 28/1954 47 03/1901 67.6 1957 60.9 1919 0.6 0 August 72.0 54.5 63.2 99 02/1946 40 06/1956 67.2 1950 60.3 1910 0.6 0 September 72.9 54.8 63.8 103 02/1950 42 27/1955 68.5 1952 59.3 1910 1.4 0 October 69.1 52.0 60.5 98 01/1952 36 29/1946 63.6 1937 55.7 1916 0.2 0 November 62.4 47.5 55.0 84 08/1955 30 13/1916 60.5 1949 50.7 1897 0.0 0 December 55.5 43.0 49.3 73 27/1953 25 11/1932 53.8 1929 45.1 1932 0.0 0
Annual 65.2 49.0 57.1 104 19570624 24 19490105 58.9 1936 54.6 1922 3.8 0 Winter 55.9 43.0 49.5 78 19540225 24 19490105 52.3 1940 44.7 1949 0.0 0 Spring 64.6 47.7 56.2 97 19430523 30 19130315 59.8 1934 52.2 1917 0.3 0 Summer 72.2 54.0 63.1 104 19570624 40 19560806 67.4 1957 60.8 1911 2.0 0 Fall 68.1 51.4 59.8 103 19500902 30 19161113 63.0 1950 56.9 1916 1.5 0 Table updated on Aug 27, 2010 For monthly and annual means, thresholds, and sums: Months with 5 or more missing days are not considered Years with 1 or more missing months are not considered Seasons are climatological not calendar seasons Winter = Dec., Jan., and Feb. Spring = Mar., Apr., and May Summer = Jun., Jul., and Aug. Fall = Sep., Oct., and Nov.
http://www.wrcc.dri.edu/cgi-bin/cliGCStT.pl?ca6332 10/26/2010 OAKLAND, CALIFORNIA Period of Record General Climate Summary - Temperature Page 2 of 2
Western Regional Climate Center, [email protected]
http://www.wrcc.dri.edu/cgi-bin/cliGCStT.pl?ca6332 10/26/2010 OAKLAND, CALIFORNIA Period of Record General Climate Summary - Precipitation Page 1 of 2
OAKLAND, CALIFORNIA
Period of Record General Climate Summary - Precipitation
Station:(046332) OAKLAND From Year=1894 To Year=1958 Precipitation Total Snowfall >= >= >= >= Mean High Year Low Year 1 Day Max. 0.01 0.10 0.50 1.00 Mean High Year in. in. in. in. dd/yyyy # # # # in. in. - in. - in. or in. in. - Days Days Days Days yyyymmdd January 4.57 15.35 1911 0.85 1948 3.34 03/1916 11 8 3 1 0.0 0.0 1907 February 4.31 12.30 1919 0.00 1953 4.27 12/1904 10 7 3 1 0.0 0.0 1910 March 3.20 9.56 1904 0.04 1934 3.25 30/1940 9 6 2 1 0.0 0.0 1910 April 1.44 5.64 1958 0.00 1909 2.26 01/1927 5 3 1 0 0.0 0.0 1910 May 0.79 3.93 1915 0.00 1903 1.38 11/1915 4 2 1 0 0.0 0.0 1911 June 0.22 1.62 1929 0.00 1895 1.13 15/1929 2 1 0 0 0.0 0.0 1910 July 0.01 0.12 1913 0.00 1896 0.09 09/1919 0 0 0 0 0.0 0.0 1910 August 0.05 1.11 1916 0.00 1895 0.77 28/1916 1 0 0 0 0.0 0.0 1929 September 0.34 4.50 1904 0.00 1902 2.83 23/1904 2 1 0 0 0.0 0.0 1924 October 1.20 4.36 1947 0.00 1905 2.78 23/1897 4 3 1 0 0.0 0.0 1929 November 2.30 8.52 1926 0.00 1929 4.08 17/1942 7 4 2 1 0.0 0.0 1911 December 4.19 14.59 1955 0.37 1956 3.32 27/1931 10 7 3 1 0.0 0.0 1909
Annual 22.61 38.65 1940 12.02 1910 4.27 19040212 65 42 16 5 0.0 0.0 1945 Winter 13.07 25.48 1956 4.34 1948 4.27 19040212 32 22 10 3 0.0 0.0 1930 Spring 5.43 13.65 1958 0.83 1934 3.25 19400330 18 11 4 1 0.0 0.0 1929 Summer 0.27 1.62 1929 0.00 1901 1.13 19290615 2 1 0 0 0.0 0.0 1929 Fall 3.84 11.53 1926 0.12 1929 4.08 19421117 13 8 3 1 0.0 0.0 1929 Table updated on Aug 27, 2010 For monthly and annual means, thresholds, and sums: Months with 5 or more missing days are not considered Years with 1 or more missing months are not considered Seasons are climatological not calendar seasons Winter = Dec., Jan., and Feb. Spring = Mar., Apr., and May Summer = Jun., Jul., and Aug. Fall = Sep., Oct., and Nov.
http://www.wrcc.dri.edu/cgi-bin/cliGCStP.pl?ca6332 10/26/2010 OAKLAND, CALIFORNIA Period of Record General Climate Summary - Precipitation Page 2 of 2
Western Regional Climate Center, [email protected]
http://www.wrcc.dri.edu/cgi-bin/cliGCStP.pl?ca6332 10/26/2010 Page 1 of 7
Average wind speeds are based on the hourly data from 1996-2006 from automated stations at reporting airports (ASOS) unless otherwise noted.
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ALASKA
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
AMBLER AIRPORT AWOS |PAFM|1996-2006| 6.7 8.5 7.9 7.7 6.7 5.3 4.8 5.1 6.1 6.8 6.6 6.4 | 6.5 ANAKTUVUK PASS AWOS |PAKP|1996-2006| 8.9 9.0 9.1 8.6 8.6 8.5 8.1 8.5 7.6 8.2 9.3 9.1 | 8.6 ANCHORAGE INTL AP ASOS |PANC|1996-2006| 6.7 6.0 7.5 7.7 8.7 8.2 7.8 6.8 7.1 6.6 6.1 6.1 | 7.1 ANCHORAGE-ELMENDORF AFB |PAED|1996-2006| 7.3 6.9 8.1 7.6 7.8 7.2 6.8 6.4 6.5 6.7 6.5 7.2 | 7.1 ANCHORAGE-LAKE HOOD SEA |PALH|1996-2006| 4.9 4.2 5.8 5.7 6.6 6.3 5.8 4.8 5.3 5.2 4.7 4.4 | 5.3 ANCHORAGE-MERRILL FLD |PAMR|1996-2006| 3.2 3.1 4.4 4.7 5.5 5.2 4.8 4.0 3.9 3.8 3.1 2.9 | 4.0 ANIAK AIRPORT AWOS |PANI|1996-2006| 4.9 6.6 6.5 6.4 5.6 4.5 4.2 4.0 4.6 5.5 5.5 4.1 | 5.1 ANNETTE AIRPORT ASOS |PANT|1996-2006| 9.2 8.2 8.9 7.8 7.4 7.0 6.2 6.4 7.2 8.3 8.6 9.8 | 8.0 ANVIK AIRPORT AWOS |PANV|1996-2006| 7.6 7.3 6.9 5.9 5.0 3.9 4.0 4.4 4.7 5.2 5.9 6.3 | 5.5 ARCTIC VILLAGE AP AWOS |PARC|1996-2006| 2.8 2.8 4.2 4.9 5.8 7.0 6.9 6.7 5.2 4.0 2.7 3.3 | 4.6 ATKA AIRPORT AWOS |PAAK|2000-2006| 15.1 15.1 13.1 15.0 13.4 12.4 11.9 10.7 13.5 14.5 14.7 14.4 | 13.7 BARROW AIRPORT ASOS |PABR|1996-2006| 12.2 13.1 12.4 12.1 12.4 11.5 12.6 12.5 12.6 14.0 13.7 13.1 | 12.7 BARTER ISLAND AIRPORT |PABA|1996-2006| 11.2 10.7 10.1 9.5 10.4 9.1 10.0 11.2 11.6 12.4 11.7 13.0 | 10.9 BETHEL AIRPORT ASOS |PABE|1996-2006| 13.8 12.5 12.6 12.1 10.8 9.6 9.6 10.5 10.3 10.9 11.5 11.5 | 11.3 BETTLES AIRPORT ASOS |PABT|1996-2006| 4.3 5.2 5.9 6.5 6.2 5.5 5.6 5.1 5.2 5.3 4.7 4.4 | 5.3 BIRCHWOOD AIRPORT AWOS |PABV|1996-2006| 3.0 2.6 3.8 3.6 4.2 3.5 2.9 2.4 2.8 3.1 2.8 3.3 | 3.1 BUCKLAND AIRPORT AWOS |PABL|1998-2006| 7.7 9.7 8.1 9.2 8.6 8.3 7.3 7.3 7.0 5.5 6.4 6.8 | 7.6 CAPE LISBURNE LRRS AP |PALU|1996-2006| 13.3 13.1 11.5 11.1 11.4 10.8 12.5 13.5 13.6 16.2 13.3 12.3 | 12.8 CAPE NEWENHAM AIRPORT |PAEH|1996-2006| 13.5 15.5 16.9 14.1 12.0 8.5 9.4 12.8 13.4 15.4 17.5 15.7 | 13.7 CAPE ROMANZOF AIRPORT |PACZ|1996-2006| 19.4 18.8 18.3 16.8 13.5 11.9 9.9 12.8 13.7 15.2 18.4 17.9 | 15.5 CHIGNIK AIRPORT AWOS |PAJC|1996-2006| 10.9 9.5 11.9 10.5 9.1 7.5 7.3 8.7 9.9 10.8 11.0 12.1 | 9.9 COLD BAY AIRPORT ASOS |PACD|1996-2006| 15.9 17.2 17.2 17.0 16.9 14.6 14.1 15.0 15.4 16.3 17.6 16.0 | 16.1 CORDOVA AIRPORT ASOS |PACV|1996-2006| 4.3 4.8 5.1 5.4 4.5 3.6 3.0 3.4 4.4 4.6 3.8 5.3 | 4.3 DEADHORSE AIRPORT ASOS |PASC|1996-2006| 12.0 12.2 12.3 11.7 12.9 12.4 12.0 11.2 11.2 11.5 11.4 11.9 | 11.9 DEERING AIRPORT ASOS |PADE|1998-2006| 11.7 14.3 11.7 11.4 9.8 9.5 9.8 10.3 10.6 10.3 10.5 11.2 | 10.8 DELTA JCT/FT GREELEY AP |PABI|1996-2006| 13.2 12.2 10.0 9.6 8.8 7.9 6.8 7.0 8.3 8.9 11.3 12.2 | 9.7 DILLINGHAM AP AWOS |PADL|1996-2006| 10.3 9.6 10.0 8.9 7.8 7.4 7.3 7.2 7.7 8.4 8.7 8.8 | 8.5 EAGLE AIRPORT ASOS |PAEG|1998-2006| 4.1 4.2 2.9 3.9 4.2 3.6 2.8 2.8 3.5 2.9 3.9 3.5 | 3.5 EGEGIK AIRPORT AWOS |PAII|1996-2006| 11.5 13.8 12.7 12.6 11.7 11.1 11.5 11.0 11.6 11.8 11.9 12.0 | 11.9 EMMONAK AIRPORT AWOS |PAEM|1996-2006| 11.8 13.2 11.9 11.8 10.4 9.0 9.1 9.6 9.9 9.8 11.3 10.7 | 10.7 EUREKA-SKELTON AP |PAZK|1996-2006| 3.1 3.2 4.5 4.9 6.3 7.0 6.5 5.5 4.6 3.0 2.3 2.4 | 4.5 FAIRBANKS INTL AP ASOS |PAFA|1996-2006| 1.7 2.3 4.5 5.5 6.4 5.5 5.1 4.8 4.4 3.6 2.2 1.3 | 3.9 FAIRBANKS-EIELSON AFB |PAEI|1996-2006| 4.0 4.3 5.6 6.8 7.3 6.7 6.2 5.5 5.7 4.9 3.8 3.7 | 5.4 FAIRBANKS-FT WAINWRIGHT |PAFB|1996-2006| 4.2 5.0 7.0 8.2 8.9 8.3 8.2 7.3 7.3 5.8 3.9 3.9 | 6.7 FORT YUKON AWOS |PFYU|1996-2006| 2.1 2.9 4.9 5.7 6.1 4.4 4.8 4.3 4.3 4.1 2.4 1.9 | 4.0 GALENA AIRPORT AWOS |PAGA|1996-2006| 3.8 4.6 4.9 5.8 5.6 4.7 5.4 5.3 5.0 5.1 4.6 3.2 | 4.8 GAMBELL AIRPORT AWOS |PAGM|1996-2006| 24.3 24.8 20.9 18.2 15.0 12.4 13.1 15.3 16.5 19.1 24.0 23.7 | 18.7 GOLOVIN AIRPORT AWOS |PAGL|1998-2006| 11.9 15.2 12.6 11.4 8.3 8.0 9.2 10.7 11.4 10.6 11.5 12.0 | 11.0 GULKANA AIRPORT ASOS |PAGK|1996-2006| 2.8 3.8 5.8 7.5 7.9 7.3 7.4 6.9 6.7 4.7 2.8 2.7 | 5.4 GUSTAVUS AIRPORT AWOS |PAGS|1996-2006| 4.8 4.9 6.4 5.8 5.4 4.3 3.8 4.1 5.1 6.0 5.2 5.7 | 5.1 HAINES AIRPORT ASOS |PAHN|1996-2006| 11.8 11.3 11.1 9.8 8.6 7.4 7.5 7.9 8.8 10.1 11.3 11.7 | 9.8 HEALY RIVER AIRPORT |PAHV|1996-2006| 4.6 6.9 6.0 7.4 6.4 5.8 5.3 5.1 5.6 4.7 4.4 4.2 | 5.5 HOMER AIRPORT ASOS |PAHO|1996-2006| 6.6 6.3 7.1 7.3 7.4 6.9 6.3 6.1 6.3 6.2 6.2 7.1 | 6.6 HOONAH AIRPORT ASOS |PAOH|1996-2006| 6.6 5.4 6.5 5.2 5.1 4.3 3.5 3.6 4.3 4.3 5.4 6.2 | 5.0 HOOPER BAY AIRPORT AWOS |PAHP|1996-2006| 16.7 18.3 16.4 14.7 13.2 12.4 12.1 13.9 14.0 13.6 16.4 15.9 | 14.7 HUSLIA AIRPORT |PAHS|1996-2003| 5.2 6.3 5.8 6.1 5.7 4.5 4.5 4.6 4.7 4.8 5.4 4.6 | 5.2 HYDABURG SEAPLANE BASE |PAHY|1996-2006| 8.6 7.8 7.8 7.3 7.2 6.4 5.9 6.2 7.4 8.4 8.2 9.7 | 7.6 ILIAMNA AIRPORT ASOS |PAIL|1996-2006| 11.6 11.7 10.2 10.0 9.4 8.9 8.9 8.7 10.0 10.8 11.9 11.9 | 10.4 JUNEAU INTL AP ASOS |PAJN|1996-2006| 7.4 7.2 8.1 8.0 7.8 6.6 6.7 6.9 8.0 8.1 7.4 8.5 | 7.6 KAKE AIRPORT AWOS |PAFE|1996-2006| 7.4 6.7 7.4 6.5 6.2 5.0 4.9 5.2 6.5 7.6 7.7 8.3 | 6.6 KALTAG AIRPORT ASOS |PAKV|1998-2006| 5.2 5.3 6.8 5.9 5.4 5.0 5.2 4.4 3.8 4.3 4.9 5.0 | 5.1 KENAI AIRPORT ASOS |PAEN|1996-2006| 7.6 8.0 8.9 8.4 8.7 8.3 8.3 7.1 7.5 7.2 7.1 7.7 | 7.9 KETCHIKAN INTL AP ASOS |PAKT|1996-2006| 7.8 7.8 7.9 8.2 7.9 7.6 7.4 7.2 7.6 7.9 7.8 8.6 | 7.8 KING SALMON AP ASOS |PAKN|1996-2006| 9.5 9.7 10.1 10.3 9.5 8.5 8.5 8.5 8.6 9.0 8.9 8.2 | 9.1 KIVALINA AIRPORT ASOS |PAVL|1998-2006| 12.5 13.9 13.1 12.3 10.6 10.0 10.7 13.0 12.4 13.8 14.2 13.7 | 12.5 KLAWOCK AIRPORT ASOS |PAKW|1997-2006| 5.1 3.3 4.7 3.9 4.3 4.1 3.7 3.5 3.7 3.9 4.4 4.7 | 4.1 KODIAK AIRPORT ASOS |PADQ|1996-2006| 12.2 11.0 11.9 11.0 9.8 9.2 7.8 7.9 9.4 10.7 11.4 12.7 | 10.4 KOTZEBUE AIRPORT ASOS |PAOT|1996-2006| 10.6 12.3 11.0 11.6 9.7 10.5 11.5 11.9 11.9 12.4 14.0 10.4 | 11.5 KOYUK AIRPORT AWOS |PAKK|1996-2006| 10.0 10.1 9.5 9.3 7.5 7.4 7.8 8.0 7.4 7.0 7.9 9.3 | 8.4 MCGRATH AIRPORT ASOS |PAMC|1996-2006| 2.0 2.5 4.5 5.5 5.8 4.8 4.5 4.4 4.6 4.2 2.6 1.5 | 3.9 MCKINLEY NATL PARK AP |PAIN|1996-2006| 3.6 4.5 5.6 5.8 5.4 4.7 4.2 4.1 4.3 4.7 3.7 3.6 | 4.5 MEKORYUK AIRPORT AWOS |PAMY|1996-2006| 15.2 16.6 15.4 15.3 12.1 10.5 10.6 13.2 13.9 15.1 17.1 15.7 | 14.2 METLAKATLA SEAPLANE BASE|PAMM|1996-2006| 9.9 8.2 9.0 7.5 7.0 6.4 6.0 5.8 6.5 7.9 9.0 10.2 | 7.8 MIDDLETON ISLAND AP AWOS|PAMD|1996-2006| 17.4 16.5 15.2 14.3 11.4 10.6 9.0 9.6 13.0 15.1 15.7 18.2 | 13.9 MINCHUMINA AP AWOS |PAMH|1996-2006| 1.7 1.4 2.6 2.8 3.3 2.8 3.0 2.4 2.2 2.1 1.3 1.1 | 2.2 NABESNA-DEVILS MTN LOD |PABN|1996-2006| 4.6 4.2 5.0 5.8 7.3 6.7 5.6 5.0 4.4 3.8 3.5 3.7 | 4.9 NENANA AIRPORT ASOS |PANN|1996-2006| 5.0 5.0 6.2 6.0 6.1 4.9 4.4 4.1 5.2 5.3 5.1 4.7 | 5.1 NOATAK AIRPORT AWOS |PAWN|1996-2006| 6.3 7.9 7.7 8.1 7.5 6.9 6.9 7.4 7.6 7.9 7.7 6.6 | 7.4 NOME AIRPORT ASOS |PAOM|1996-2006| 9.1 11.5 9.5 9.4 9.3 8.8 9.5 10.1 10.0 9.4 11.0 9.4 | 9.8
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NORTHWAY AIRPORT ASOS |PAOR|1996-2006| 0.9 1.3 3.2 4.5 5.8 5.3 4.8 4.0 4.1 2.8 1.2 1.2 | 3.1 NUIQSUT AIRPORT ASOS |PAQT|1996-2006| 9.1 9.6 9.7 10.1 10.9 10.9 10.9 10.0 9.4 10.0 8.6 8.4 | 9.8 PALMER AIRPORT AWOS |PAAQ|1996-2006| 6.4 7.5 8.4 8.8 8.1 7.1 6.3 5.7 6.8 5.9 6.0 6.8 | 7.0 PETERSBURG AIRPORT AWOS |PAPG|1996-2006| 3.4 3.4 4.1 4.2 4.4 3.8 3.1 3.0 3.1 3.7 3.4 4.0 | 3.6 POINT HOPE AP AWOS |PAPO|1996-2006| 16.4 15.9 14.7 12.9 12.0 12.2 13.0 15.0 16.0 16.8 18.2 17.3 | 15.1 PORT HEIDEN AP AWOS |PAPH|1996-2006| 13.5 14.5 13.8 13.1 12.2 11.5 10.5 11.8 13.0 13.0 14.3 14.5 | 12.9 PORTAGE AIRPORT |PATO|1998-2006| 10.4 11.3 9.1 9.7 8.4 8.1 8.6 8.2 8.8 10.0 9.3 10.8 | 9.4 SAND POINT AIRPORT AWOS |PASD|1996-2006| 11.8 11.7 12.7 11.7 9.7 7.8 7.7 9.1 11.5 13.5 14.0 12.8 | 11.1 SAVOONGA AIRPORT AWOS |PASA|1996-2006| 12.7 12.2 11.6 11.5 10.7 9.2 9.8 11.7 12.5 15.4 19.4 15.1 | 12.6 SELAWIK AIRPORT AWOS |PASK|1996-2006| 9.1 11.0 10.3 10.1 9.1 9.6 8.5 8.5 8.8 8.4 10.1 8.5 | 9.3 SELDOVIA AIRPORT ASOS |PASO|1996-2006| 3.4 3.4 4.3 3.7 4.4 4.2 4.5 3.7 3.5 3.6 3.3 3.9 | 3.8 SEWARD AIRPORT ASOS |PAWD|1996-2006| 11.7 9.4 10.0 8.6 7.6 6.5 5.8 6.7 7.4 9.4 10.4 11.8 | 8.7 SHISHMAREF AIRPORT AWOS |PASH|1996-2006| 13.2 13.4 12.3 11.7 9.9 9.3 11.7 13.1 13.5 14.0 15.9 13.1 | 12.5 SITKA AIRPORT ASOS |PASI|1996-2006| 9.1 8.3 8.5 7.5 7.0 6.2 5.6 5.8 7.1 8.7 9.1 10.3 | 7.8 SKAGWAY AIRPORT ASOS |PAGY|1996-2006| 14.9 11.6 12.2 9.4 10.1 10.0 9.5 8.5 8.9 9.4 11.4 11.9 | 10.6 SLANA AIRPORT |PADT|1996-2006| 5.8 4.8 7.4 7.6 8.3 7.8 6.9 6.3 6.3 6.3 5.1 5.6 | 6.6 SLEETMUTE AIRPORT AWOS |PASL|1996-2006| 1.9 1.9 3.2 3.1 3.7 2.6 2.2 2.1 1.9 2.3 1.8 1.6 | 2.4 SOLDOTNA AIRPORT AWOS |PASX|1996-2006| 3.1 2.8 3.5 4.2 4.8 4.5 3.8 3.3 3.3 3.2 2.9 2.8 | 3.5 ST MARYS AIRPORT ASOS |PASM|1996-2006| 13.8 14.9 13.9 12.2 10.6 9.0 9.0 9.9 9.9 9.7 12.6 11.7 | 11.4 ST PAUL ISLAND AP ASOS |PASN|1996-2006| 18.8 17.7 16.2 16.6 13.6 12.0 11.5 12.6 14.8 16.8 18.3 17.4 | 15.5 ST. GEORGE AIRPORT ASOS |PAPB|1996-2006| 20.7 19.4 18.1 18.1 15.3 12.9 11.6 12.5 15.3 18.1 19.5 18.8 | 16.7 TALKEETNA AIRPORT ASOS |PATK|1996-2006| 5.4 4.6 5.1 4.1 4.0 4.0 3.7 2.8 3.0 3.2 4.3 4.6 | 4.1 TANANA AIRPORT ASOS |PATA|1996-2006| 4.9 6.2 6.6 6.2 6.1 5.4 5.3 5.1 5.2 5.5 4.9 4.3 | 5.5 TIN CITY AIRPORT |PATC|1996-2006| 25.9 28.4 23.3 21.4 16.0 16.9 14.0 15.9 15.5 16.4 18.8 22.8 | 19.4 TOGIAK AIRPORT AWOS |PATG|1996-2006| 11.5 12.6 12.3 11.9 10.8 9.5 10.0 10.5 11.0 10.7 11.8 11.9 | 11.2 UNALAKLEET AIRPORT AWOS |PAUN|1996-2006| 14.5 16.5 13.6 11.1 8.8 7.7 9.2 9.8 9.9 10.9 14.4 13.0 | 11.6 UNALASKA AIRPORT ASOS |PADU|1996-2006| 12.0 12.0 12.6 12.3 10.5 8.7 7.9 8.8 11.1 13.0 13.2 12.1 | 11.2 UTOPIA CR-INDIAN MTN AP |PAIM|1996-2006| 6.4 6.3 7.3 6.4 6.1 5.3 5.0 5.0 4.8 5.4 5.5 5.9 | 5.8 VALDEZ AIRPORT AWOS |PAVD|1996-2006| 3.5 2.4 4.5 3.1 4.3 4.3 3.4 2.7 2.6 3.1 3.4 3.2 | 3.4 VALDEZ WSO |PAVW|1996-2005| 7.9 5.1 6.9 5.2 5.8 6.0 4.8 4.2 4.4 6.2 6.2 7.4 | 5.8 WAINWRIGHT AP ASOS |PAWI|1996-2006| 10.0 11.4 11.9 12.1 12.7 11.5 12.0 11.7 11.9 12.7 11.8 10.8 | 11.7 WASILLA AIRPORT AWOS |PAWS|1998-2006| 5.9 5.8 7.6 6.1 4.9 4.3 4.1 4.1 4.9 5.6 5.3 5.9 | 5.4 WHITTIER AIRPORT |PAWR|1996-2006| 10.4 9.0 9.0 8.1 6.9 6.3 5.4 6.6 7.8 9.2 9.8 10.7 | 8.3 WRANGELL AIRPORT AWOS |PAWG|1996-2006| 8.9 7.8 8.6 7.2 6.5 5.1 3.9 4.3 5.9 7.9 8.8 9.5 | 7.0 YAKUTAT AIRPORT ASOS |PAYA|1996-2006| 5.2 4.9 5.5 5.2 5.1 4.5 4.5 4.6 5.1 5.4 4.7 5.8 | 5.1
ARIZONA
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
CASA GRANDE AP AWOS |KCGZ|1996-2006| 4.7 5.2 5.6 6.5 6.1 6.4 6.5 5.9 5.5 5.5 4.8 4.8 | 5.6 CHANDLER-WILLIAMS GTWY |KIWA|2001-2006| 5.2 5.6 6.6 7.4 7.3 7.7 7.6 7.0 7.0 6.2 5.8 5.1 | 6.6 DOUGLAS AIRPORT ASOS |KDUG|1996-2006| 7.2 8.1 9.0 10.3 9.3 9.4 8.2 6.9 7.2 7.6 7.0 6.8 | 8.0 FLAGSTAFF AIRPORT ASOS |KFLG|1996-2006| 6.2 7.1 7.1 8.9 8.0 7.8 5.6 4.4 5.4 5.8 6.2 6.6 | 6.6 GILA BEND AIRPORT |KGBN|1996-2006| 6.9 7.4 7.8 9.2 8.5 9.0 8.2 7.6 7.5 7.3 6.5 6.6 | 7.7 GLENDALE-LUKE AFB |KLUF|1996-2006| 7.3 8.0 8.7 9.8 9.6 10.1 9.9 9.3 8.4 7.9 7.4 6.9 | 8.7 GRAND CANYON AP ASOS |KGCN|1996-2006| 5.8 6.8 6.8 8.3 7.7 7.7 5.6 4.9 5.9 5.9 5.7 5.9 | 6.4 KINGMAN AIRPORT ASOS |KIGM|1996-2006| 7.9 9.0 9.8 11.3 11.5 12.3 10.9 10.3 9.2 8.7 7.7 7.8 | 9.7 NOGALES AIRPORT ASOS |KOLS|1999-2006| 5.1 6.2 6.8 7.7 7.1 7.4 5.7 4.6 5.4 5.7 5.0 5.1 | 5.9 PAGE AIRPORT ASOS |KPGA|1996-2006| 3.3 4.2 5.4 7.0 6.7 6.6 5.9 5.4 5.1 4.4 3.5 3.0 | 5.0 PHOENIX-DEER VALLEY AP |KDVT|1996-2006| 5.0 5.8 6.5 8.1 7.7 8.0 8.0 7.7 7.2 6.5 5.6 5.1 | 6.8 PHOENIX-SKY HARBOR AP |KPHX|1996-2006| 4.9 5.6 6.4 7.6 7.3 7.6 7.6 7.2 6.4 5.7 5.1 4.6 | 6.3 PRESCOTT AIRPORT ASOS |KPRC|1996-2006| 6.3 7.2 8.1 9.3 9.0 9.2 7.7 6.8 7.2 7.1 6.4 6.3 | 7.5 SAFFORD AIRPORT ASOS |KSAD|1997-2006| 7.1 8.2 8.8 9.9 9.6 10.0 9.6 8.2 8.0 7.8 7.3 7.4 | 8.4 SCOTTSDALE AIRPORT ASOS |KSDL|1996-2006| 3.0 3.9 4.5 5.7 5.4 5.8 6.0 5.5 5.0 4.1 3.4 3.0 | 4.6 SIERRA VISTA-FT HUACHUC |KFHU|1996-2006| 10.2 11.5 11.9 12.9 12.1 11.8 9.8 8.6 8.9 9.4 9.1 9.2 | 10.5 ST JOHNS AP ASOS |KSJN|1999-2006| 6.4 7.7 8.8 10.8 10.0 9.6 8.1 6.8 7.1 6.6 6.5 5.6 | 7.8 TUCSON AIRPORT ASOS |KTUS|1996-2006| 6.7 7.2 7.7 8.3 8.1 8.3 8.0 7.5 7.6 7.6 7.0 6.8 | 7.6 TUCSON-DAVIS MONTHAN AF |KDMA|1996-2006| 7.5 7.9 8.1 8.7 8.5 8.9 8.9 8.3 7.9 7.9 7.6 7.6 | 8.1 WINDOW ROCK AP ASOS |KRQE|1998-2006| 4.4 5.5 6.4 8.4 7.7 7.2 5.3 4.4 4.9 4.7 4.6 4.1 | 5.6 WINSLOW AIRPORT ASOS |KINW|1996-2006| 6.6 7.7 9.0 11.0 10.6 10.4 8.9 7.9 7.8 7.3 6.7 6.4 | 8.3 YUMA MCAS-INTL AP ASOS |KNYL|1996-2006| 7.1 7.2 7.6 8.7 8.2 8.6 9.1 8.6 7.2 6.7 6.5 7.4 | 7.7
CALIFORNIA
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann ALTURAS AIRPORT ASOS |KAAT|1998-2006| 4.9 5.5 6.4 7.2 7.0 6.7 6.0 5.3 4.4 4.1 4.4 4.9 | 5.5 ARCATA AIRPORT ASOS |KACV|1996-2006| 6.9 7.4 7.4 7.2 7.0 7.2 6.3 5.6 5.3 5.1 6.0 7.1 | 6.5 AUBURN AIRPORT AWOS |KAUN|2002-2006| 4.3 5.2 6.1 5.9 5.6 5.4 5.8 5.2 5.1 4.3 4.1 5.5 | 5.2 AVALON-CATALINA AP ASOS |KAVX|2000-2006| 7.9 8.8 8.8 9.2 6.8 5.7 5.4 5.5 6.4 6.7 7.5 8.0 | 7.2 BAKERSFIELD AP ASOS |KBFL|1996-2006| 4.6 5.6 6.0 7.1 7.3 7.7 7.2 6.8 6.3 5.2 4.5 4.8 | 6.1 BEALE AFB |KBAB|1996-2006| 6.8 8.0 7.4 8.3 7.6 7.9 7.2 6.8 6.7 6.7 6.6 7.7 | 7.3 BISHOP AIRPORT ASOS |KBIH|1996-2006| 6.8 8.2 9.6 10.4 9.2 8.8 8.1 8.3 8.1 8.0 7.1 7.1 | 8.3 BLUE CANYON ASOS |KBLU|1996-2006| 5.8 5.9 5.9 5.9 5.2 4.8 4.4 4.4 5.1 5.3 5.4 6.9 | 5.4 BLYTHE AIRPORT ASOS |KBLH|1996-2006| 6.6 7.2 7.8 9.3 8.9 9.4 9.6 8.7 7.5 6.8 6.1 6.7 | 7.9
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BURBANK AIRPORT ASOS |KBUR|1996-2006| 4.8 5.8 5.7 6.7 6.4 6.3 6.8 6.1 5.5 4.8 4.2 4.8 | 5.6 CAMARILLO AIRPORT ASOS |KCMA|1996-2006| 6.3 7.4 6.4 6.7 5.8 5.6 5.1 4.9 4.8 5.4 6.0 7.5 | 6.0 CAMP PENDLETON MCAS AP |KNFG|1996-2006| 3.2 3.9 4.1 4.8 4.8 4.8 4.8 4.5 4.1 3.7 3.1 3.0 | 4.1 CAMPO ASOS |KCZZ|1997-2006| 8.5 9.1 8.4 8.7 8.0 7.9 7.4 7.2 7.5 8.1 8.1 9.5 | 8.2 CARLSBAD AIRPORT ASOS |KCRQ|1996-2006| 4.3 5.4 5.3 5.8 5.6 5.5 4.9 4.8 4.4 4.3 4.1 4.3 | 4.9 CHINA LAKE-ARMITAGE FLD |KNID|1996-2006| 6.4 7.4 9.1 11.1 10.1 10.2 8.9 8.8 7.9 7.2 6.4 6.2 | 8.3 CHINO AIRPORT ASOS |KCNO|1996-2006| 4.5 5.2 5.7 6.5 7.2 7.2 6.9 6.5 5.6 5.0 4.5 4.8 | 5.8 CONCORD-BUCHANON FIELD |KCCR|1996-2006| 5.6 6.2 7.6 9.1 9.9 11.4 11.1 10.0 8.1 6.7 5.4 5.7 | 8.1 CRESCENT CITY AP ASOS |KCEC|1996-2006| 10.0 10.0 9.8 9.4 8.5 8.7 7.0 6.5 7.2 7.5 8.6 9.9 | 8.6 DAGGETT-BARSTOW AP ASOS |KDAG|1996-2006| 8.5 9.5 11.5 14.3 14.8 14.6 12.1 11.2 10.5 9.7 8.7 7.9 | 11.1 EDWARDS AFB |KEDW|1996-2006| 8.7 10.1 11.1 13.1 13.7 13.8 12.0 10.8 9.6 9.2 8.3 8.2 | 10.8 EL CENTRO NAF |KNJK|1996-2006| 5.7 6.7 8.2 10.7 8.7 8.9 7.5 6.7 7.1 6.9 5.4 5.4 | 7.3 FAIRFIELD-TRAVIS AFB |KSUU|1996-2006| 8.0 9.5 11.0 12.9 14.9 16.9 17.7 16.2 14.3 11.7 8.4 8.9 | 12.7 FRESNO AIRPORT ASOS |KFAT|1996-2006| 4.3 5.1 5.8 7.4 8.8 9.1 7.9 7.2 6.1 4.6 3.9 4.1 | 6.1 FULLERTON AIRPORT ASOS |KFUL|1996-2006| 3.3 4.3 4.4 5.1 4.8 4.9 4.4 4.0 3.8 3.3 3.1 3.2 | 4.0 HANFORD AIRPORT ASOS |KHJO|1998-2006| 3.4 4.2 5.2 6.5 7.9 7.8 6.5 6.3 5.2 4.0 3.2 3.4 | 5.3 HAWTHORNE AIRPORT ASOS |KHHR|1998-2006| 3.3 4.7 5.4 6.4 6.1 6.2 6.1 5.7 5.2 4.2 3.2 3.0 | 4.9 HAYWARD AIRPORT ASOS |KHWD|1996-2006| 5.5 6.8 7.7 9.0 9.2 9.4 8.6 8.2 7.1 6.0 5.5 5.9 | 7.4 IMPERIAL AIRPORT ASOS |KIPL|1996-2006| 5.8 7.0 8.4 10.5 9.3 9.4 8.3 7.6 7.0 6.6 5.8 5.5 | 7.5 IMPERIAL BEACH NAS |KNRS|1996-2006| 6.6 8.2 8.0 9.3 8.6 8.9 9.0 8.5 8.2 7.2 6.5 7.0 | 8.0 LANCASTER-WJ FOX FLD |KWJF|1996-2006| 8.2 9.8 11.8 14.0 15.3 15.5 13.1 11.4 10.1 9.3 8.5 8.1 | 11.2 LEMOORE NAS |KNLC|1996-2006| 5.6 6.9 8.2 10.0 10.6 9.8 8.1 7.9 7.5 6.8 6.0 5.9 | 7.8 LIVERMORE AIRPORT ASOS |KLVK|1998-2006| 4.9 5.5 6.0 7.3 8.3 9.3 9.1 8.4 6.8 5.6 4.7 5.2 | 6.8 LOMPOC AIRPORT AWOS |KLPC|1996-2006| 5.7 6.9 7.2 7.6 8.6 8.5 7.7 7.1 6.1 6.0 6.1 6.0 | 7.0 LONG BEACH AIRPORT ASOS |KLGB|1996-2006| 3.9 5.1 5.3 6.2 5.9 6.0 6.0 5.8 5.3 4.5 3.8 3.8 | 5.1 LOS ANGELES INTL AP |KLAX|1996-2006| 6.9 8.3 8.2 9.3 8.4 8.4 8.3 7.9 7.7 7.0 6.5 6.6 | 7.8 LOS ANGELES-DOWNTOWN |KCQT|1999-2006| 1.0 1.3 1.7 2.1 1.8 1.6 1.4 1.3 1.0 0.8 0.8 0.8 | 1.2 MADERA AIRPORT ASOS |KMAE|1998-2006| 5.2 5.9 6.2 7.4 8.4 8.6 7.5 7.1 6.0 5.2 4.7 5.3 | 6.4 MARYSVILLE-YUBA CTY AP |KMYV|1996-2006| 6.8 8.0 8.1 8.6 8.3 8.6 7.9 7.3 6.9 6.7 6.3 7.6 | 7.6 MERCED AIRPORT ASOS |KMCE|1998-2006| 4.7 5.5 5.9 7.0 8.1 8.4 7.7 7.1 5.9 5.0 4.4 5.1 | 6.2 MIRAMAR MCAS |KNKX|1996-2006| 6.0 6.6 6.0 6.5 5.7 5.7 5.3 5.4 5.5 5.6 5.7 6.1 | 5.8 MODESTO AIRPORT ASOS |KMOD|1996-2006| 5.0 6.2 7.0 7.8 8.9 9.4 8.6 8.1 6.9 6.0 5.0 5.6 | 7.0 MONTAGUE-SISKIYOU CY AP |KSIY|1996-2006| 5.3 6.6 7.2 6.9 7.1 7.7 6.4 6.2 5.4 5.0 5.0 5.4 | 6.1 MONTEREY AIRPORT ASOS |KMRY|1996-2006| 5.2 6.1 6.5 7.2 7.3 7.6 6.7 6.3 5.3 5.1 5.1 5.6 | 6.2 MOUNT SHASTA ASOS |KMHS|1996-2006| 2.3 3.0 3.7 3.8 3.4 3.7 1.8 1.5 2.3 2.5 2.3 2.9 | 2.7 MOUNTAIN VIEW-MOFFETT |KNUQ|1996-2006| 4.2 5.6 6.0 6.8 7.5 8.0 7.7 7.1 5.8 4.8 4.2 4.8 | 6.0 NAPA AIRPORT ASOS |KAPC|1997-2006| 7.2 6.9 7.4 8.9 9.3 10.4 10.2 9.5 7.7 6.4 5.8 7.1 | 8.1 NEEDLES AIRPORT ASOS |KEED|2001-2006| 8.0 8.0 8.2 9.4 9.0 9.3 8.5 8.0 8.2 7.5 7.8 7.6 | 8.3 NORTH ISLAND NAS |KNZY|1996-2006| 5.5 6.9 7.0 7.9 7.1 7.5 7.1 7.0 6.9 6.0 5.3 5.3 | 6.6 OAKLAND INTL AP ASOS |KOAK|1996-2006| 6.8 8.3 9.0 10.4 10.4 10.4 10.2 9.6 8.5 7.5 7.0 7.6 | 8.8 OCEANSIDE AIRPORT ASOS |KOKB|1999-2006| 3.9 4.4 4.4 4.7 4.8 4.8 4.5 4.2 4.0 3.6 3.5 3.5 | 4.2 ONTARIO INTL AP ASOS |KONT|1996-2006| 5.2 5.7 6.3 6.9 7.2 7.3 7.0 6.5 5.8 5.6 5.2 5.7 | 6.2 OROVILLE AIRPORT ASOS |KOVE|1998-2006| 5.9 7.0 7.2 7.7 7.1 7.0 6.4 5.9 5.6 5.5 5.5 6.6 | 6.4 OXNARD AIRPORT ASOS |KOXR|1996-2006| 7.1 8.2 7.7 8.3 7.0 7.1 7.2 6.9 6.6 6.4 6.8 7.7 | 7.2 PALM SPRINGS AP ASOS |KPSP|1996-2006| 5.7 5.9 7.3 9.0 9.6 9.2 8.2 7.5 7.5 6.8 6.0 5.7 | 7.3 PALMDALE AIRPORT ASOS |KPMD|1996-2006| 8.1 9.2 10.4 12.5 12.6 12.8 11.5 10.3 9.3 8.9 7.9 8.1 | 10.1 PALO ALTO AIRPORT |KPAO|1996-2006| 7.0 8.9 9.8 10.3 11.2 11.6 11.4 10.7 9.3 8.2 7.0 6.8 | 9.4 PASO ROBLES AP ASOS |KPRB|1996-2006| 5.0 5.9 6.3 7.7 9.1 9.9 8.6 7.9 6.5 5.5 4.7 5.0 | 6.8 POINT MUGU NAS |KNTD|1996-2006| 7.3 8.5 7.8 8.3 7.4 7.2 6.8 6.6 6.2 6.6 6.9 8.4 | 7.3 POINT PIEDRAS BLANCAS |K87Q|1996-2005| 9.2 10.2 10.8 12.9 14.1 13.0 11.2 11.4 10.0 9.6 8.7 9.2 | 10.9 PORTERVILLE AP AWOS |KPTV|1996-2006| 3.7 4.3 4.5 5.2 5.7 6.0 5.9 5.6 5.1 4.3 3.7 3.7 | 4.8 RAMONA AIRPORT ASOS |KRNM|1998-2006| 4.5 5.3 5.0 5.2 5.0 5.2 5.2 4.9 4.6 4.6 4.4 4.6 | 4.9 RED BLUFF AIRPORT ASOS |KRBL|1996-2006| 7.4 8.9 8.7 8.9 8.5 8.8 7.2 7.0 7.5 7.7 7.5 8.7 | 8.0 REDDING AIRPORT ASOS |KRDD|1996-2006| 5.2 6.8 6.4 6.9 6.6 6.9 5.7 5.4 5.7 5.7 4.9 6.2 | 6.0 RIVERSIDE AIRPORT ASOS |KRAL|1998-2006| 5.0 5.2 4.9 5.1 5.6 5.8 5.5 5.1 4.4 4.1 4.3 5.4 | 5.0 RIVERSIDE-MARCH AFB |KRIV|1996-2006| 5.2 5.9 5.4 6.0 6.2 6.2 6.2 6.0 5.5 5.3 5.0 5.6 | 5.7 SACRAMENTO EXEC AP ASOS |KSAC|1996-2006| 5.5 6.4 6.8 7.6 7.5 8.2 7.8 7.2 6.3 5.8 5.0 6.0 | 6.6 SACRAMENTO INTL AP ASOS |KSMF|1996-2006| 6.9 8.0 7.9 8.7 8.6 9.4 9.0 8.4 7.6 7.3 6.4 7.7 | 8.0 SACRAMENTO-MATHER AP |KMHR|2000-2006| 4.8 5.8 6.5 6.8 6.7 7.2 6.9 6.0 5.7 5.2 4.6 6.2 | 6.0 SACRAMENTO-MCCLELLAN AF |KMCC|1992-2000| 7.7 8.1 7.5 8.0 7.9 8.7 8.8 8.5 7.4 6.8 6.3 7.9 | 7.8 SALINAS AIRPORT ASOS |KSNS|1996-2006| 7.3 8.1 7.7 8.4 9.2 9.8 9.1 8.4 7.5 6.9 6.9 7.8 | 8.1 SAN CARLOS AIRPORT |KSQL|1996-2006| 8.2 9.5 10.6 11.5 12.1 12.7 11.8 11.3 10.3 9.4 8.5 8.6 | 10.5 SAN DIEGO-BROWN FIELD |KSDM|1996-2006| 5.6 6.7 6.0 6.4 5.9 5.6 5.3 5.0 5.0 5.1 5.5 6.0 | 5.7 SAN DIEGO-GILLESPIE FLD |KSEE|1996-2006| 3.8 5.4 6.1 7.4 7.1 7.0 6.9 6.8 6.4 5.5 4.1 3.7 | 5.9 SAN DIEGO-LINDBERGH FLD |KSAN|1996-2006| 4.8 6.1 6.6 7.4 7.0 7.2 6.9 6.8 6.5 5.6 4.8 4.5 | 6.1 SAN DIEGO-MONTGOMERY AP |KMYF|1996-2006| 4.6 5.6 5.9 6.7 6.3 6.5 6.0 6.0 5.9 5.2 4.6 4.5 | 5.6 SAN FRANCISCO INTL AP |KSFO|1996-2006| 6.7 8.2 10.2 12.1 13.6 14.1 12.9 12.3 10.6 9.0 7.2 7.2 | 10.3 SAN JOSE INTL AP ASOS |KSJC|1996-2006| 5.4 6.6 7.0 8.0 8.2 8.4 7.7 7.4 6.5 5.8 5.3 6.0 | 6.8 SAN JOSE-REID HILLVIEW |KRHV|1996-2006| 5.3 7.2 8.1 9.3 9.7 9.8 8.8 8.5 7.5 6.5 5.5 5.9 | 7.7 SAN LUIS OBISPO AP ASOS |KSBP|1996-2006| 5.4 6.5 7.4 8.2 9.3 8.5 7.6 7.7 7.1 6.5 5.8 5.3 | 7.1 SAN NICOLAS ISLAND NAS |KNSI|1996-2006| 11.1 13.1 13.0 14.8 13.2 12.5 11.6 12.0 11.9 10.8 11.8 11.8 | 12.3 SANDBURG ASOS |KSDB|1996-2006| 14.3 15.4 14.6 14.7 15.5 14.5 12.1 11.9 12.1 13.1 14.1 15.5 | 14.0 SANTA ANA AIRPORT ASOS |KSNA|1996-2006| 4.3 5.2 5.7 6.4 6.7 7.0 6.7 6.3 5.6 4.9 4.4 4.4 | 5.6 SANTA BARBARA AP ASOS |KSBA|1996-2006| 4.2 5.7 5.8 6.6 6.0 6.0 5.9 5.5 5.2 4.5 4.1 4.1 | 5.3 SANTA MARIA AP ASOS |KSMX|1996-2006| 5.7 6.7 7.2 7.8 8.3 7.7 6.5 6.1 5.6 5.7 5.8 5.8 | 6.5 SANTA MONICA AP ASOS |KSMO|1996-2006| 5.1 6.1 6.2 7.0 6.7 6.8 6.5 6.2 5.7 5.1 5.0 5.3 | 6.0 SANTA ROSA AIRPORT ASOS |KSTS|1996-2006| 3.5 4.8 5.4 5.8 6.0 6.3 5.8 5.3 4.7 4.2 3.6 4.1 | 4.9 SOUTH LAKE TAHOE AP ASOS|KTVL|1996-2006| 5.5 5.7 6.7 7.5 6.9 6.6 5.9 5.8 5.6 5.4 6.0 6.1 | 6.1 STOCKTON AIRPORT ASOS |KSCK|1996-2006| 6.2 7.3 7.4 8.8 9.6 10.0 8.7 8.3 7.4 6.4 5.7 7.0 | 7.7 THERMAL AIRPORT ASOS |KTRM|1996-2006| 5.1 5.7 7.6 9.2 9.3 9.0 7.4 6.6 6.8 6.2 5.2 4.9 | 6.8 TORRANCE AIRPORT |KTOA|1996-2006| 5.6 7.2 7.9 8.7 8.7 9.4 9.5 9.2 8.5 7.1 6.0 5.7 | 7.8 TRUCKEE AIRPORT AWOS |KTRK|1996-2006| 3.5 4.0 4.8 5.5 5.5 5.0 4.8 4.6 4.2 3.7 4.0 3.8 | 4.4 TWENTYNINE PALMS EAF |KNXP|1996-2006| 7.0 7.8 8.5 10.4 9.5 9.7 8.3 7.8 6.9 6.7 6.6 6.9 | 8.0
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UKIAH AIRPORT ASOS |KUKI|1996-2006| 2.6 3.5 4.1 4.6 4.9 5.5 4.5 4.0 3.2 2.7 2.5 2.9 | 3.7 VACAVILLE AIRPORT ASOS |KVCB|1998-2006| 4.4 5.5 6.3 7.1 7.0 7.5 7.3 6.7 5.9 5.5 4.4 4.9 | 6.0 VAN NUYS AIRPORT ASOS |KVNY|1996-2006| 5.9 6.3 5.5 6.0 5.7 5.7 5.6 5.0 4.6 4.5 5.1 6.5 | 5.5 VISALIA AIRPORT AWOS |KVIS|1996-2006| 3.3 4.0 4.3 5.1 5.9 5.9 4.9 4.4 3.8 3.2 3.0 3.1 | 4.2 WATSONVILLE AP ASOS |KWVI|1998-2006| 3.2 3.8 3.7 5.1 5.1 5.2 4.9 4.6 4.1 3.6 3.1 3.4 | 4.1
COLORADO
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
AKRON AIRPORT ASOS |KAKO|1996-2006| 11.5 12.5 13.1 14.2 12.7 12.6 11.5 11.2 11.5 12.1 12.0 12.0 | 12.2 ALAMOSA AIRPORT ASOS |KALS|1996-2006| 5.7 6.8 8.8 10.8 10.0 9.5 7.1 6.6 7.1 6.9 6.2 5.4 | 7.5 ASPEN-PITKIN COUNTY AP |KASE|1996-2006| 5.1 5.6 6.4 7.5 7.6 7.7 7.1 6.9 6.9 6.2 5.2 5.1 | 6.4 AURORA-BUCKLEY AFB |KBKF|1996-2006| 8.3 8.6 9.3 10.1 8.6 8.4 7.9 7.6 7.6 7.9 8.0 8.6 | 8.4 BOULDER-JEFFCO AP ASOS |KBJC|1996-2006| 11.0 10.3 10.8 11.1 10.4 10.1 9.5 9.3 9.2 9.2 9.6 11.0 | 10.1 BURLINGTON AIRPORT ASOS |KITR|1997-2006| 11.2 12.5 13.2 14.0 13.1 12.9 11.8 10.9 11.9 11.9 11.8 11.5 | 12.2 COLORADO SPRGS AP ASOS |KCOS|1996-2006| 8.8 9.5 10.6 12.3 10.9 10.6 9.2 8.9 9.1 9.7 9.0 9.2 | 9.8 CORTEZ AIRPORT ASOS |KCEZ|1996-2006| 5.8 6.5 7.6 8.8 8.5 8.4 6.8 6.3 6.6 6.8 6.1 6.0 | 7.0 CRAIG AIRPORT AWOS |KCAG|1996-2006| 4.0 4.5 5.7 7.6 6.8 6.9 5.8 5.7 5.4 5.1 4.3 3.9 | 5.4 DENVER INTL AP ASOS |KDEN|1996-2006| 9.7 10.0 10.8 11.9 11.0 10.7 10.3 10.1 9.9 9.9 9.6 10.1 | 10.3 DENVER-CENTENNIAL AP |KAPA|1996-2006| 8.3 8.7 9.3 10.5 9.5 9.6 8.8 8.4 8.4 8.1 8.1 8.5 | 8.8 DURANGO AIRPORT ASOS |KDRO|1996-2006| 4.6 5.5 6.6 7.9 7.6 7.3 6.3 5.8 5.6 5.7 4.9 4.6 | 6.0 EAGLE AIRPORT ASOS |KEGE|1996-2006| 3.9 4.6 5.9 7.2 7.1 7.1 5.3 5.1 5.1 4.9 3.8 3.6 | 5.3 FORT CARSON-BUTTS AAF |KFCS|1996-2006| 9.7 11.0 12.1 13.0 11.3 11.4 9.8 9.1 9.5 10.1 9.8 11.0 | 10.6 FORT COLLINS AP ASOS |KFNL|1996-2006| 6.2 7.1 7.9 8.9 7.6 7.2 6.9 6.7 6.4 6.5 6.3 6.6 | 7.0 GRAND JUNCTION AP ASOS |KGJT|1996-2006| 5.1 6.5 7.9 9.7 9.5 9.9 9.6 9.1 8.5 7.6 5.7 5.3 | 7.8 GREELEY AIRPORT AWOS |KGXY|1996-2006| 6.0 7.1 8.3 9.7 8.3 7.4 6.1 5.8 5.8 6.1 6.1 6.0 | 6.8 GUNNISON AIRPORT AWOS |KGUC|1996-2006| 2.7 3.6 5.3 7.3 6.6 6.3 5.3 4.9 4.7 4.8 3.4 2.6 | 4.8 HAYDEN AIRPORT AWOS |KHDN|1996-2006| 6.8 6.8 7.2 8.5 8.3 8.5 8.0 8.0 7.8 7.6 6.8 6.8 | 7.6 LA JUNTA AIRPORT ASOS |KLHX|1996-2006| 8.9 9.9 11.3 12.9 11.5 11.9 10.1 9.5 9.5 9.9 9.2 9.4 | 10.3 LA VETA PASS AWOS |KVTP|2001-2006| 18.8 18.0 17.1 17.1 15.8 13.8 12.3 12.1 12.4 16.7 14.2 17.8 | 15.5 LAMAR AIRPORT ASOS |KLAA|1996-2006| 7.9 9.2 10.5 12.1 10.7 11.5 10.2 9.1 9.2 9.0 8.3 8.0 | 9.6 LEADVILLE AIRPORT ASOS |KLXV|1998-2006| 8.2 8.2 8.0 8.6 8.3 7.9 6.2 5.8 6.7 7.5 7.4 8.1 | 7.6 LIMON AIRPORT ASOS |KLIC|1996-2006| 8.3 9.8 10.5 12.2 10.7 10.3 9.0 8.7 8.6 9.3 8.6 8.6 | 9.5 MEEKER AIRPORT ASOS |KEEO|1997-2006| 3.8 4.5 6.0 7.4 7.3 7.5 6.4 6.1 6.1 5.5 4.4 3.6 | 5.7 MONARCH PASS AWOS |KMYP|2001-2006| 24.7 20.6 21.6 21.3 19.7 17.5 13.4 11.4 14.8 19.8 22.5 22.6 | 18.8 MONTROSE AIRPORT ASOS |KMTJ|1996-2006| 5.5 6.2 7.6 8.9 8.9 8.8 7.7 7.1 7.2 6.7 5.9 5.3 | 7.1 MONUMENT PASS AWOS |KMNH|2001-2006| 9.1 9.2 10.1 11.3 9.8 9.6 8.7 8.9 9.1 9.3 9.3 9.3 | 9.5 PUEBLO AIRPORT ASOS |KPUB|1996-2006| 6.8 7.3 8.6 10.2 9.1 9.4 8.3 7.8 7.4 7.7 6.7 7.0 | 8.0 RED CLIFF PASS ASOS |KCCU|2001-2006| 10.1 10.2 12.0 12.5 11.2 9.3 8.5 8.2 9.4 11.1 9.7 10.6 | 10.2 RIFLE AIRPORT ASOS |KRIL|1997-2006| 3.4 4.3 5.9 7.4 7.2 7.1 6.0 5.6 5.5 5.1 3.9 3.2 | 5.4 SPRINGFIELD AP ASOS |KSPD|1998-2006| 10.3 11.6 12.5 14.3 13.2 13.4 11.7 10.8 11.9 11.3 11.1 10.7 | 11.9 TRINIDAD AIRPORT ASOS |KTAD|1996-2006| 9.6 9.9 10.8 12.0 11.0 10.9 9.9 9.2 9.6 9.9 9.3 9.5 | 10.1 WOLF CREEK PASS ASOS |KCPW|2001-2006| 10.8 11.9 12.2 14.7 13.7 12.4 9.2 8.9 9.5 8.9 9.3 11.3 | 11.2
HAWAII
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
BRADSHAW ARMY AIRFIELD |PHSF|1996-2006| 12.0 11.5 12.0 12.3 11.0 11.7 13.0 12.1 10.8 11.1 11.8 13.5 | 11.9 HILO INTL AIRPORT ASOS |PHTO|1996-2006| 6.5 7.1 7.0 6.9 6.6 6.6 6.4 6.2 6.2 6.1 6.1 6.3 | 6.5 HONOLULU INTL AP ASOS |PHNL|1996-2006| 8.8 9.5 9.9 11.6 10.6 12.1 12.5 12.0 10.7 10.2 9.5 9.4 | 10.6 KAHULUI AIRPORT ASOS |PHOG|1996-2006| 11.1 11.6 11.6 13.3 12.8 15.2 15.2 14.6 13.4 12.3 11.4 11.3 | 12.8 KAILUA-KONA INTL AP ASOS|PHKO|1996-2006| 8.4 8.4 8.4 8.2 8.1 8.1 8.2 8.3 8.0 7.8 7.9 8.0 | 8.1 KANEOHE BAY MCAS |PHNG|1996-2006| 7.4 8.4 8.4 9.4 8.1 9.3 9.7 8.7 8.2 8.0 7.7 7.8 | 8.4 KAPOLEI-KALAELOA AP ASOS|PHJR|1999-2006| 8.6 7.8 8.4 8.6 7.9 8.2 9.0 8.8 7.8 7.5 7.4 7.6 | 8.1 LAHAINA-KAPALUA AP AWOS |PHJH|1996-2006| 14.4 15.1 14.9 16.7 15.7 16.9 17.1 16.8 15.8 15.1 14.2 14.6 | 15.6 LANAI AIRPORT |PHNY|1996-2006| 9.5 10.4 10.1 11.4 10.0 10.5 12.1 11.1 10.3 9.5 10.1 9.5 | 10.4 LIHUE AIRPORT ASOS |PHLI|1996-2006| 12.0 12.5 12.5 14.4 12.8 14.2 14.8 13.6 13.0 12.7 12.8 12.5 | 13.1 MOLOKAI AIRPORT ASOS |PHMK|1996-2006| 10.2 10.7 10.6 12.5 11.3 13.2 14.0 13.3 11.8 11.4 10.8 10.3 | 11.7 WAHIAWA-WHEELER ARMY AF |PHHI|1996-2006| 8.9 9.2 9.3 9.9 9.4 10.1 10.0 9.8 9.3 8.1 7.6 8.3 | 9.1
IDAHO
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
BOISE AIRPORT ASOS |KBOI|1996-2006| 6.7 8.1 9.0 8.8 8.1 8.3 7.4 7.4 7.3 7.2 7.0 7.4 | 7.7 BURLEY AIRPORT ASOS |KBYI|1996-2006| 9.2 9.3 10.3 9.9 9.3 8.6 7.0 6.9 6.8 7.9 8.5 9.4 | 8.6 CALDWELL AIRPORT AWOS |KEUL|1997-2006| 5.8 7.5 7.9 7.7 6.7 6.6 5.6 5.3 5.0 5.3 5.8 6.1 | 6.2 CHALLIS AIRPORT ASOS |KLLJ|1998-2006| 1.9 2.8 5.0 6.1 6.2 6.1 5.5 4.8 4.0 3.6 2.8 2.2 | 4.2 COEUR D'ALENE AP AWOS |KCOE|1996-2006| 7.8 7.5 8.3 7.9 7.6 7.2 6.7 6.6 6.7 6.8 7.5 7.7 | 7.3
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HAILEY-SUN VLY AP AWOS |KSUN|1996-2006| 4.1 4.6 5.9 6.7 7.6 7.7 8.1 7.9 7.5 6.4 4.5 3.9 | 6.2 IDAHO FALLS AP ASOS |KIDA|1996-2006| 8.2 8.1 10.1 10.6 10.8 9.9 8.6 8.3 8.1 8.8 8.4 8.0 | 9.0 JEROME AIRPORT ASOS |KJER|1998-2006| 11.3 12.5 11.7 11.2 10.6 10.2 7.6 7.4 8.4 9.5 10.2 10.7 | 10.1 LEWISTON AIRPORT ASOS |KLWS|1996-2006| 6.2 6.0 6.3 6.0 5.8 5.8 5.7 5.5 4.8 4.7 5.3 6.1 | 5.7 LOWELL R.S. ASOS |KP69|1996-2006| 1.5 1.6 1.7 1.9 1.8 1.9 1.9 1.8 1.6 1.1 1.4 1.7 | 1.7 MCCALL AIRPORT ASOS |KMYL|1997-2006| 2.7 3.3 4.1 5.1 5.6 5.0 4.2 4.3 4.0 3.8 3.2 2.9 | 4.0 MOUNTAIN HOME AFB |KMUO|1996-2006| 9.9 11.7 11.4 11.1 10.2 10.2 9.0 8.8 8.7 9.2 9.1 10.0 | 10.0 MULLAN PASS ASOS |KMLP|1996-2006| 5.2 6.4 7.4 6.9 6.8 6.9 6.1 6.0 6.5 7.1 7.3 5.2 | 6.5 POCATELLO AIRPORT ASOS |KPIH|1996-2006| 9.6 9.0 10.9 11.2 11.0 10.3 8.7 8.8 8.5 9.4 9.2 9.6 | 9.7 REXBURG AIRPORT ASOS |KRXE|1998-2006| 5.6 6.2 8.8 9.7 9.7 8.6 7.5 7.3 6.9 7.4 7.0 5.9 | 7.5 SALMON AIRPORT AWOS |KSMN|1996-2006| 1.8 2.2 4.2 4.8 4.7 4.4 4.0 3.8 3.1 2.9 2.5 2.1 | 3.3 SANDPOINT AIRPORT AWSO |KSZT|2003-2006| 4.8 4.2 4.6 5.1 5.0 4.9 4.1 3.6 3.4 3.9 4.9 4.2 | 4.4 STANLEY ASOS |KSNT|1998-2006| 2.2 2.8 3.8 3.9 4.1 4.2 4.1 3.9 3.3 2.9 2.6 2.5 | 3.3 TWIN FALLS AIRPORT ASOS |KTWF|1996-2006| 10.0 10.9 11.9 11.8 11.3 11.0 9.9 9.9 10.2 10.9 10.0 10.4 | 10.7
MONTANA
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
BAKER AIRPORT ASOS |KBHK|1998-2006| 10.4 10.5 12.2 12.5 12.7 11.7 10.7 10.8 10.0 10.3 10.5 10.7 | 11.1 BILLINGS-LOGAN AP ASOS |KBIL|1996-2006| 12.8 12.2 11.0 10.5 10.4 10.0 9.3 9.2 9.6 10.3 12.0 13.0 | 10.9 BOZEMAN AIRPORT ASOS |KBZN|1996-2006| 4.6 5.3 6.4 7.2 7.0 6.3 6.3 6.4 6.1 5.7 4.9 4.8 | 5.9 BUTTE AIRPORT ASOS |KBTM|1996-2006| 4.7 5.0 6.8 7.3 7.7 7.3 6.9 6.6 6.2 6.2 5.2 4.9 | 6.2 CUT BANK AIRPORT ASOS |KCTB|1996-2006| 14.6 12.8 13.3 12.8 13.4 12.3 11.2 10.2 11.4 13.0 13.6 14.6 | 12.8 DILLON AIRPORT ASOS |KDLN|1997-2006| 10.2 9.7 10.3 10.0 9.6 8.4 8.0 8.0 8.7 9.0 9.3 9.2 | 9.2 GLASGOW AIRPORT ASOS |KGGW|1996-2006| 9.3 9.3 11.7 12.4 12.6 11.4 10.7 11.0 10.5 10.3 9.3 9.4 | 10.6 GLENDIVE AIRPORT AWOS |KGDV|1996-2006| 9.5 9.7 10.5 11.3 11.6 10.4 9.4 9.6 9.6 10.1 9.7 10.2 | 10.1 GREAT FALLS AP ASOS |KGTF|1996-2006| 13.3 12.3 11.8 11.2 11.3 10.2 9.6 9.2 10.4 11.9 13.2 13.8 | 11.5 GREAT FALLS-MALSTROM AF |KGFA|1996-2006| 12.3 9.9 11.9 10.7 10.3 9.7 9.1 8.8 9.9 10.4 13.2 13.2 | 10.9 HAVRE AIRPORT ASOS |KHVR|1996-2006| 9.9 9.6 10.7 11.0 11.6 10.6 9.8 9.5 9.8 9.8 10.6 11.0 | 10.3 HELENA AIRPORT ASOS |KHLN|1996-2006| 5.8 6.3 7.8 8.3 8.4 8.2 7.4 6.6 6.7 6.6 5.8 6.0 | 7.0 JORDAN AIRPORT ASOS |KJDN|1996-2006| 7.3 7.9 9.3 10.0 10.5 9.7 8.4 8.4 8.2 8.2 7.9 8.1 | 8.6 KALISPELL AIRPORT ASOS |KGPI|1996-2006| 4.1 3.8 6.0 6.7 6.6 5.7 5.2 5.0 4.6 4.2 4.0 3.2 | 4.9 LEWISTOWN AIRPORT ASOS |KLWT|1996-2006| 10.6 9.5 10.2 9.8 9.9 9.0 7.9 8.0 8.5 9.2 10.2 10.7 | 9.5 LIVINGSTON AIRPORT ASOS |KLVM|1996-2006| 19.8 17.4 16.2 14.0 13.1 11.9 11.0 11.2 12.7 14.6 18.4 20.4 | 15.2 MILES CITY AP ASOS |KMLS|1996-2006| 8.8 9.4 10.6 11.2 11.3 10.5 9.9 9.7 9.7 9.7 9.3 9.3 | 9.9 MISSOULA AIRPORT ASOS |KMSO|1996-2006| 3.2 3.7 5.4 6.1 6.0 6.1 5.7 5.2 4.3 3.9 3.5 3.7 | 4.7 SIDNEY AIRPORT AWOS |KSDY|1996-2006| 8.9 9.0 9.5 10.2 10.4 9.0 7.7 7.9 8.2 8.8 8.7 9.4 | 9.0 WOLF POINT AIRPORT ASOS |KOLF|1998-2006| 7.1 7.6 9.4 10.3 10.4 8.9 8.2 8.3 7.6 7.7 7.3 7.6 | 8.3
NEW MEXICO
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
ALAMOGORDO AIRPORT ASOS |KALM|1996-2006| 5.1 6.3 7.1 7.9 7.1 6.9 6.1 5.3 5.2 5.2 5.0 5.0 | 6.0 ALAMOGORDO-HOLLOMAN AFB |KHMN|1996-2006| 8.5 9.7 10.6 11.8 10.8 10.6 9.8 9.1 8.8 8.5 8.1 8.3 | 9.6 ALBUQUERQUE AP ASOS |KABQ|1996-2006| 7.0 8.2 9.3 11.1 10.0 10.0 8.7 8.3 8.0 7.9 7.2 6.9 | 8.5 ALBUQUERQUE-DBLE EAGLE |KAEG|1999-2006| 7.1 7.9 9.0 10.6 9.5 8.6 7.0 6.2 7.0 6.5 6.5 6.1 | 7.7 ARTESIA AIRPORT ASOS |KATS|1997-2006| 7.8 9.1 10.1 10.9 10.2 9.9 7.8 6.9 7.6 7.8 7.6 7.4 | 8.5 CARLSBAD AIRPORT ASOS |KCNM|1996-2006| 9.2 9.8 10.9 11.4 10.4 9.9 8.5 7.7 8.2 8.5 8.4 8.8 | 9.3 CLAYTON MUNI AP ASOS |KCAO|1996-2006| 11.9 12.7 13.4 14.6 13.4 13.0 11.7 10.8 11.8 12.1 12.1 12.0 | 12.4 CLINES CORNERS |KCQC|1998-2006| 16.2 16.1 15.7 16.9 14.6 13.5 10.6 10.1 11.8 13.3 15.0 16.0 | 14.1 CLOVIS AIRPORT AWOS |KCVN|1996-2006| 12.3 12.3 13.4 13.8 12.4 11.9 9.7 8.9 9.7 10.9 11.6 12.2 | 11.6 CLOVIS-CANNON AFB |KCVS|1996-2006| 12.5 12.6 13.6 13.8 12.2 12.5 10.7 10.0 10.2 11.3 11.7 12.4 | 12.0 DEMING AIRPORT ASOS |KDMN|1996-2006| 8.7 9.7 10.9 12.0 10.6 10.1 8.9 8.1 8.4 8.2 8.5 8.1 | 9.3 FARMINGTON AIRPORT ASOS |KFMN|1996-2006| 7.3 8.3 9.0 9.8 9.4 9.4 8.7 8.2 8.0 7.8 7.6 7.3 | 8.4 GALLUP AIRPORT ASOS |KGUP|1996-2006| 5.7 6.9 7.8 10.0 9.0 8.8 6.9 6.0 6.5 6.1 5.6 5.3 | 7.0 GRANTS-MILAN AP ASOS |KGNT|1997-2006| 7.8 8.8 9.6 10.9 10.0 9.8 8.1 7.2 7.9 8.4 8.0 7.6 | 8.7 HOBBS AIRPORT AWOS |KHOB|1996-2006| 11.3 11.9 12.6 13.4 12.5 12.3 11.0 10.0 10.2 10.6 10.7 11.1 | 11.4 LAS CRUCES AIRPORT AWOS |KLRU|2000-2006| 6.4 7.5 8.8 10.1 8.7 8.2 6.8 6.0 6.2 6.1 6.4 6.0 | 7.3 LAS VEGAS AIRPORT ASOS |KLVS|1996-2006| 10.9 12.2 12.5 14.3 12.4 11.8 10.0 9.2 10.9 10.8 11.0 10.9 | 11.4 LOS ALAMOS AP AWOS |KLAM|2005-2006| 3.9 5.7 7.5 8.1 7.1 7.3 5.3 4.8 5.7 5.1 4.4 3.2 | 5.4 RATON AIRPORT ASOS |KRTN|1998-2006| 8.9 9.4 10.4 12.2 10.8 10.2 8.4 8.1 8.6 9.0 8.6 8.5 | 9.4 ROSWELL AIRPORT ASOS |KROW|1996-2006| 7.4 8.9 9.9 11.1 10.3 10.2 8.8 7.9 8.3 8.0 7.5 7.3 | 8.8 RUIDOSO AIRPORT AWOS |KSRR|1996-2006| 8.8 9.6 10.0 11.6 10.0 8.4 5.9 5.3 6.4 7.4 7.9 8.7 | 8.3 SANTA FE AIRPORT ASOS |KSAF|1996-2006| 8.9 9.5 9.9 11.2 10.6 10.5 9.2 8.8 8.8 9.1 8.7 8.5 | 9.5 SILVER CITY AP AWOS |KSVC|1999-2006| 8.1 8.7 9.9 10.8 10.2 9.9 8.5 7.2 6.9 7.6 7.9 7.7 | 8.5 TAOS AIRPORT AWOS |KSKX|1996-2006| 5.8 6.5 7.7 9.1 8.6 8.5 7.1 6.6 6.7 6.6 6.0 5.7 | 7.0 TRUTH OR CONSEQ AP ASOS |KTCS|1996-2006| 7.4 8.7 9.9 11.1 10.4 9.8 8.1 7.4 7.7 8.0 7.7 7.3 | 8.6 TUCUMCARI AIRPORT ASOS |KTCC|1999-2006| 10.0 11.2 11.9 13.6 11.9 11.6 9.9 9.3 10.0 10.0 10.4 10.2 | 10.8
NEVADA
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AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
DESERT ROCK AP-MERCURY |KDRA|1996-2006| 8.0 8.8 9.2 10.7 10.5 10.5 9.6 9.1 8.8 8.2 7.7 8.4 | 9.1 ELKO AIRPORT ASOS |KEKO|1996-2006| 4.6 5.3 5.9 6.7 6.4 6.3 5.7 5.3 5.0 4.6 4.6 4.8 | 5.4 ELY AIRPORT ASOS |KELY|1996-2006| 9.0 9.0 9.6 10.3 9.8 10.2 9.8 9.9 9.6 9.5 8.8 9.2 | 9.5 EUREKA AIRPORT ASOS |KP68|1996-2006| 5.4 6.2 7.7 8.3 7.6 8.0 7.3 7.6 7.1 6.5 5.6 5.3 | 6.8 FALLON NAS |KNFL|1996-2006| 5.8 7.0 7.9 8.6 8.4 8.1 7.4 6.8 6.6 5.7 5.6 5.8 | 6.9 LAS VEGAS INTL AP ASOS |KLAS|1996-2006| 6.6 7.5 8.6 10.3 10.1 10.1 8.9 8.4 7.9 7.1 6.3 6.5 | 8.1 LAS VEGAS-NELLIS AFB |KLSV|1996-2006| 8.6 9.8 10.3 12.4 11.6 11.8 10.2 9.9 9.9 9.0 8.0 8.5 | 10.1 LOVELOCK AIRPORT ASOS |KLOL|1996-2006| 4.8 6.4 7.2 8.5 8.7 8.8 7.7 6.9 6.3 5.7 5.0 4.7 | 6.7 NORTH LAS VEGAS AP ASOS |KVGT|2000-2006| 6.8 7.3 8.4 10.2 9.2 9.0 7.9 7.7 7.9 6.9 6.7 6.5 | 7.8 RENO INTL AIRPORT ASOS |KRNO|1996-2006| 4.4 5.6 6.9 8.1 8.2 8.0 7.1 6.2 5.3 4.6 4.8 5.1 | 6.1 TONOPAH AIRPORT ASOS |KTPH|1996-2006| 8.6 9.8 10.8 11.8 10.8 10.7 9.2 9.3 9.4 9.4 8.7 8.8 | 9.8 WINNEMUCCA AIRPORT ASOS |KWMC|1996-2006| 7.1 7.9 8.0 8.3 8.2 8.4 7.9 7.6 6.9 6.7 6.7 7.2 | 7.6
OREGON
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
ASTORIA AIRPORT ASOS |KAST|1996-2006| 8.5 8.0 8.1 7.6 7.6 7.7 8.1 7.3 6.7 6.7 7.7 8.7 | 7.7 AURORA AIRPORT ASOS |KUAO|1997-2006| 5.5 5.6 5.5 5.0 4.8 5.0 4.6 4.2 4.0 4.3 4.9 5.2 | 4.9 BAKER CITY AP ASOS |KBKE|1996-2006| 6.6 7.4 8.1 9.0 7.9 7.8 6.6 6.4 5.8 6.2 6.6 6.9 | 7.1 BROOKINGS AIRPORT ASOS |KBOK|2005-2006| 4.7 2.2 5.6 3.1 2.1 1.8 1.1 1.6 1.7 1.8 3.3 4.5 | 2.7 BURNS AIRPORT ASOS |KBNO|1996-2006| 5.0 6.1 7.5 8.6 8.1 8.0 7.3 7.0 6.5 6.2 5.6 5.2 | 6.7 CORVALLIS AIRPORT AWOS |KCVO|1996-2006| 5.5 5.3 6.1 6.0 6.0 6.8 8.3 7.8 6.2 5.1 5.0 5.5 | 6.1 EUGENE AIRPORT ASOS |KEUG|1996-2006| 6.9 7.0 7.3 6.9 6.4 6.8 7.3 7.0 6.6 6.3 6.4 7.0 | 6.8 HERMISTON AIRPORT ASOS |KHRI|1999-2006| 5.8 6.4 8.6 8.5 9.3 9.8 9.2 8.4 7.0 6.7 6.0 5.4 | 7.6 KLAMATH FALLS AP ASOS |KLMT|1996-2006| 6.0 7.5 8.0 7.8 7.6 7.1 5.5 5.5 5.2 5.2 5.9 6.1 | 6.4 LA GRANDE AIRPORT AWOS |KLGD|1996-2006| 11.2 10.1 8.4 8.1 6.9 7.0 6.2 6.1 5.7 6.7 8.8 10.9 | 8.0 LAKEVIEW AIRPORT AWOS |KLKV|1996-2006| 7.2 7.7 8.2 8.8 8.3 8.1 7.2 7.4 7.3 7.5 7.3 7.8 | 7.7 MCMINNVILLE AP ASOS |KMMV|1997-2006| 6.5 6.8 6.6 6.0 5.8 6.1 6.1 5.8 5.2 5.3 6.2 6.4 | 6.1 MEACHAM ASOS |KMEH|1996-2006| 1.2 1.3 1.3 1.2 1.2 1.0 1.0 1.1 0.9 0.9 1.0 1.3 | 1.1 MEDFORD AIRPORT ASOS |KMFR|1996-2006| 3.1 4.1 4.3 4.5 5.1 5.6 5.2 4.5 3.5 2.8 3.1 3.3 | 4.1 NEWPORT AIRPORT AWOS |KONP|1996-2006| 11.0 9.5 9.6 8.8 7.8 8.0 8.1 7.4 6.5 7.5 9.8 11.2 | 8.8 NORTH BEND AP AWOS |KOTH|1996-2006| 8.3 8.0 8.8 8.9 9.1 10.2 11.2 9.9 8.3 7.3 7.9 8.7 | 8.9 ONTARIO AIRPORT ASOS |KONO|1997-2006| 4.0 5.7 6.8 8.1 7.1 7.5 6.5 5.6 5.2 5.3 4.7 4.6 | 5.9 PENDLETON AIRPORT ASOS |KPDT|1996-2006| 7.5 8.1 9.7 9.2 9.7 10.0 9.5 9.1 8.6 8.2 7.5 7.4 | 8.7 PORTLAND INTL AP ASOS |KPDX|1996-2006| 9.3 8.8 7.5 6.8 6.7 7.0 7.5 7.1 6.4 6.4 7.9 9.6 | 7.6 PORTLAND-HILLSBORO AP |KHIO|1996-2006| 4.7 5.2 5.3 5.1 4.6 4.8 5.1 4.7 4.1 3.9 4.5 4.9 | 4.7 PORTLAND-TROUTDALE AP |KTTD|1996-2006| 12.8 11.6 7.5 6.1 5.1 4.9 4.6 4.2 4.6 6.0 10.4 13.6 | 7.8 REDMOND AIRPORT ASOS |KRDM|1996-2006| 6.0 6.2 7.0 6.9 7.1 7.4 6.7 6.4 6.0 5.9 6.0 5.9 | 6.4 ROME AIRPORT |KREO|1998-2006| 6.8 7.5 8.8 8.8 8.5 8.6 8.2 7.9 7.2 7.1 7.4 7.3 | 7.8 ROSEBURG AIRPORT ASOS |KRBG|1997-2006| 2.2 2.6 3.0 3.4 3.9 5.0 5.2 4.4 3.3 2.4 2.2 2.3 | 3.3 SALEM AIRPORT ASOS |KSLE|1996-2006| 7.3 6.7 7.3 6.5 6.2 6.5 6.3 6.0 5.3 5.7 6.6 7.2 | 6.5 SCAPPOOSE AIRPORT ASOS |KSPB|1998-2006| 3.4 3.6 4.2 4.7 4.5 5.4 6.4 5.9 4.6 3.2 3.1 3.5 | 4.3 SEXTON SUMMIT ASOS |KSXT|1996-2006| 12.1 11.4 9.9 9.3 8.7 9.3 9.6 9.2 8.9 9.7 11.6 12.8 | 10.3 THE DALLES AIPORT ASOS |KDLS|1996-2006| 4.3 5.2 8.1 9.7 11.3 13.0 13.3 11.6 8.8 6.5 4.1 4.7 | 8.3
UTAH
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
BRYCE CANYON AP ASOS |KBCE|2000-2006| 8.0 8.5 9.0 10.4 9.6 9.8 8.2 8.0 8.7 8.2 7.9 7.5 | 8.6 CEDAR CITY AIRPORT ASOS |KCDC|1996-2006| 6.1 6.5 7.3 8.7 8.3 8.6 7.5 7.4 7.0 6.4 5.9 6.1 | 7.1 LOGAN AIRPORT ASOS |KLGU|1998-2006| 2.9 3.2 4.8 6.3 5.6 5.6 5.3 5.2 4.3 4.0 3.5 3.2 | 4.4 MILFORD AIRPORT ASOS |KMLF|1996-2006| 9.9 9.7 11.0 12.2 11.5 12.1 11.4 11.1 10.1 10.0 9.5 9.9 | 10.7 MOAB-CNYNLNDS AP ASOS |KCNY|1998-2006| 4.0 5.2 6.9 9.2 8.9 8.7 7.2 6.8 6.3 5.4 4.4 3.7 | 6.3 OGDEN-HILL AFB |KHIF|1996-2006| 9.7 10.3 10.6 10.8 10.1 10.8 11.2 10.9 10.8 10.4 9.9 10.1 | 10.5 OGDEN-HINKLEY AP ASOS |KOGD|1996-2006| 5.6 6.2 7.7 8.6 7.8 8.1 7.6 7.7 7.3 7.1 6.1 6.1 | 7.1 PRICE AIRPORT ASOS |KPUC|1996-2006| 5.1 5.8 7.9 8.5 8.4 8.2 7.0 6.6 6.9 6.7 5.8 5.2 | 6.8 PROVO AIRPORT AWOS |KPVU|1996-2006| 4.9 6.0 7.2 7.9 7.4 7.3 6.4 6.6 6.2 5.9 5.2 5.0 | 6.3 SALT LAKE CITY AP ASOS |KSLC|1996-2006| 6.9 7.6 8.9 9.8 9.2 9.6 9.5 9.8 8.9 8.2 7.5 7.5 | 8.6 ST GEORGE AIRPORT AWOS |KSGU|1996-2006| 3.4 4.6 5.8 7.7 8.3 8.5 7.8 7.3 6.2 4.7 3.4 3.2 | 5.9 VERNAL AIRPORT ASOS |KVEL|1998-2006| 2.9 3.9 6.0 7.6 7.3 7.0 5.8 5.7 5.4 4.9 4.0 3.1 | 5.3 WENDOVER AIRPORT AWOS |KENV|1996-2006| 4.4 5.8 7.3 9.0 8.3 8.6 8.0 7.6 6.6 5.8 4.8 4.6 | 6.7
WASHINGTON
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
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ARLINGTON AIRPORT AWOS |KAWO|1996-2006| 5.6 4.9 6.2 5.2 4.8 4.5 4.5 4.3 3.6 4.1 5.2 5.3 | 4.9 BELLINGHAM AP ASOS |KBLI|1996-2006| 9.0 8.0 8.9 7.4 7.4 7.8 8.0 7.4 5.8 6.4 8.0 8.7 | 7.7 BREMERTON AIRPORT AWOS |KPWT|1996-2006| 5.9 5.4 6.3 5.7 5.7 5.5 5.0 4.6 4.7 5.1 5.0 5.2 | 5.3 BURLINGTON-MT VERNON AP |KBVS|2003-2006| 7.0 6.1 7.2 6.1 5.1 5.2 5.1 4.7 4.5 5.1 6.3 6.3 | 5.7 DEER PARK AIRPORT |KDEW|1999-2006| 5.3 5.4 6.6 6.8 7.0 6.6 6.0 5.6 5.1 5.2 5.1 4.9 | 5.8 ELLENSBURG AIRPORT ASOS |KELN|1998-2006| 4.3 5.4 9.7 11.4 12.9 15.0 15.4 13.5 10.5 8.0 4.9 4.2 | 9.5 EPHRATA AIRPORT ASOS |KEPH|1996-2006| 6.9 7.9 8.8 9.1 9.5 10.0 9.7 8.8 8.2 7.6 6.9 6.6 | 8.3 EVERETT-PAINE FLD ASOS |KPAE|1996-2006| 9.3 8.2 9.2 8.1 7.6 7.3 7.1 6.9 6.3 7.3 8.9 9.0 | 8.0 FORT LEWIS-GRAY AAF |KGRF|1996-2006| 6.4 6.5 7.5 6.7 6.6 6.5 6.1 5.8 5.6 6.0 6.0 6.6 | 6.4 FRIDAY HARBOR AP ASOS |KFHR|1997-2006| 7.2 7.2 7.3 5.8 5.2 5.3 4.8 4.1 3.6 4.9 6.7 7.9 | 5.8 HANFORD |KHMS|1996-2006| 7.5 8.2 9.4 9.2 9.9 10.3 9.9 9.2 8.4 8.0 7.8 7.2 | 8.8 HOQUIAM AIRPORT ASOS |KHQM|1996-2006| 11.0 10.3 10.3 9.1 9.0 8.9 8.4 7.9 7.5 8.5 10.0 11.1 | 9.3 KELSO-LONGVIEW AP ASOS |KKLS|1996-2006| 5.9 5.0 5.4 4.8 4.6 5.2 5.8 5.4 4.4 4.1 5.0 5.8 | 5.1 MOSES LAKE AIRPORT ASOS |KMWH|1996-2006| 6.4 6.9 8.1 8.1 8.5 8.6 7.9 7.3 6.9 7.0 6.5 5.9 | 7.3 OLYMPIA AIRPORT ASOS |KOLM|1996-2006| 6.0 5.5 6.6 5.8 5.9 5.9 5.3 4.9 4.6 5.3 5.7 5.9 | 5.6 OMAK AIRPORT ASOS |KOMK|1998-2006| 5.0 5.9 7.3 7.9 7.8 8.0 8.4 8.3 8.0 6.9 5.2 4.2 | 6.9 ORCAS ISLAND AP AWOS |KORS|2004-2006| 7.4 5.6 5.8 5.8 5.6 5.6 6.0 5.8 4.3 5.0 6.5 5.9 | 5.8 PASCO-TRI CITIES ASOS |KPSC|1996-2006| 6.7 6.4 7.8 7.5 8.0 8.0 6.9 6.5 5.6 6.0 6.3 6.1 | 6.8 PORT ANGELES AP ASOS |KCLM|1996-2006| 4.2 4.7 5.2 5.9 6.4 6.6 6.6 5.6 4.6 4.2 4.2 4.6 | 5.2 PULLMAN-MOSCOW AP ASOS |KPUW|1996-2006| 9.1 8.5 8.8 7.8 7.2 6.1 4.7 5.1 5.5 6.6 8.6 9.3 | 7.3 QUILLAYUTE AIRPORT ASOS |KUIL|1996-2006| 6.5 6.2 6.5 5.8 5.2 4.8 4.6 4.2 3.9 4.8 5.8 6.3 | 5.4 RENTON AIRPORT ASOS |KRNT|1996-2006| 6.5 6.7 7.5 7.3 7.3 7.4 7.6 7.2 6.5 5.9 5.8 6.1 | 6.8 SEATTLE-BOEING FIELD |KBFI|1996-2006| 6.4 5.9 7.1 6.5 6.5 6.5 6.1 5.8 5.4 5.7 6.1 6.3 | 6.2 SEATTLE-TACOMA AP ASOS |KSEA|1996-2006| 8.3 8.2 8.5 7.4 7.3 7.2 7.0 6.4 6.5 6.9 7.5 8.3 | 7.5 SHELTON AIRPORT ASOS |KSHN|1996-2006| 4.4 4.8 6.2 6.4 7.5 8.0 8.1 7.3 5.3 4.9 4.4 4.5 | 6.0 SKYKOMISH AP, WA (S88). | WIN|1992-1994| 5.5 5.1 5.4 6.4 5.8 5.3 4.2 4.3 4.2 4.3 4.1 4.8 | 4.9 SPOKANE INTL AP ASOS |KGEG|1996-2006| 8.7 8.2 10.2 9.5 9.5 9.3 8.8 8.2 8.0 8.3 8.4 8.1 | 8.7 SPOKANE-FAIRCHILD AFB |KSKA|1996-2006| 10.1 9.6 10.7 10.2 9.7 9.2 8.5 8.5 8.3 8.9 9.6 9.6 | 9.4 SPOKANE-FELTS FLD ASOS |KSFF|1996-2006| 4.5 4.6 6.5 6.4 6.5 6.4 6.3 5.8 5.1 4.9 4.7 4.3 | 5.5 STAMPEDE PASS ASOS |KSMP|1996-2006| 7.0 7.7 7.5 7.3 7.6 8.1 8.3 7.8 7.5 7.5 7.3 7.2 | 7.6 TACOMA NARROWS AP ASOS |KTIW|1999-2006| 7.0 6.7 7.6 6.8 6.8 6.5 6.2 5.5 5.4 6.2 6.5 6.4 | 6.5 TACOMA-MCCHORD AFB |KTCM|1996-2006| 7.4 7.3 8.6 7.7 7.6 7.5 7.0 6.5 6.3 6.8 7.1 7.2 | 7.2 TOLEDO AIRPORT |KTDO|1996-2006| 3.4 4.3 4.9 4.9 4.5 4.6 4.7 4.3 3.9 3.6 3.5 3.5 | 4.1 VANCOUVER AIRPORT ASOS |KVUO|1996-2006| 5.6 5.5 5.0 4.7 4.7 5.2 5.5 5.1 4.2 4.0 4.8 5.6 | 5.0 WALLA WALLA AP ASOS |KALW|1996-2006| 8.0 8.0 9.8 9.1 9.1 9.3 9.1 8.8 8.1 7.8 7.7 7.6 | 8.5 WENATCHEE-PANGBORN AP |KEAT|1996-2006| 3.3 4.2 7.1 8.4 9.3 10.3 9.8 9.2 7.8 6.0 4.0 3.3 | 6.9 WHIDBEY ISLAND NAS |KNUW|1996-2006| 10.7 9.5 10.9 9.0 7.9 7.4 6.9 6.3 5.9 8.3 10.2 11.0 | 8.6 YAKIMA AIRPORT ASOS |KYKM|1996-****| 4.0 5.5 6.8 7.3 7.5 7.9 7.2 6.7 6.3 5.6 4.7 3.8 | 6.0
WYOMING
AVERAGE WIND SPEED - MPH
STATION | ID | Years | Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec | Ann
BIG PINEY AIRPORT ASOS |KBPI|1996-2006| 5.3 5.0 6.8 8.6 9.0 8.9 7.9 7.4 6.9 6.8 5.5 5.2 | 6.9 BUFFALO-JOHNSON CTY AP |KBYG|1998-2006| 8.4 9.4 10.2 11.8 11.2 10.0 9.5 9.3 9.4 9.7 9.2 8.9 | 9.7 CASPER AIRPORT ASOS |KCPR|1996-2006| 14.4 13.5 12.5 11.7 10.9 10.8 9.6 9.9 10.1 11.2 13.6 15.3 | 12.0 CHEYENNE AIRPORT ASOS |KCYS|1996-2006| 14.0 13.6 13.7 13.3 12.2 11.3 10.2 10.3 10.5 11.7 13.1 14.4 | 12.4 CODY AIRPORT AWOS |KCOD|1996-2006| 7.8 7.6 8.2 8.2 7.9 7.2 6.7 6.5 6.7 7.1 7.7 7.5 | 7.4 DOUGLAS AIRPORT ASOS |KDGW|1998-2006| 10.0 10.6 11.1 12.2 10.9 10.7 9.5 9.8 8.6 9.4 10.2 10.5 | 10.3 EVANSTON AIRPORT ASOS |KEVW|1996-2006| 10.1 9.1 10.3 11.4 10.8 10.6 9.5 9.3 9.6 10.0 9.1 9.9 | 10.0 GILLETTE AIRPORT ASOS |KGCC|1996-2006| 11.0 11.4 11.2 11.5 11.1 10.3 9.4 10.0 9.4 10.3 10.9 11.8 | 10.7 GREYBULL AIRPORT ASOS |KGEY|1998-2006| 4.1 5.9 7.8 9.5 9.2 8.6 7.7 7.2 7.1 6.6 5.3 4.9 | 6.9 JACKSON HOLE AP AWOS |KJAC|1996-2006| 7.7 7.8 8.6 8.1 7.8 7.2 6.5 6.4 6.3 6.8 6.4 6.6 | 7.2 LAKE YELLOWSTONE ASOS |KP60|1996-2006| 1.7 1.8 2.9 2.6 2.8 3.2 2.9 3.2 3.1 3.0 2.7 2.3 | 2.7 LANDER AIRPORT ASOS |KLND|1996-2006| 5.0 5.2 6.8 7.7 8.0 8.3 7.8 7.5 6.9 5.8 5.1 5.0 | 6.5 LARAMIE AIRPORT ASOS |KLAR|1996-2006| 13.8 13.1 13.6 13.7 12.9 12.4 10.2 10.5 10.7 12.1 12.4 13.4 | 12.4 PINEDALE AIRPORT |KPNA|2004-2006| 5.0 4.9 6.9 8.1 7.3 7.9 7.0 6.1 6.8 6.6 6.0 5.7 | 6.5 RAWLINS AIRPORT ASOS |KRWL|1996-2006| 15.6 14.0 14.3 13.4 13.0 12.1 10.0 10.1 10.7 12.6 13.4 15.0 | 12.9 RIVERTON AIRPORT ASOS |KRIW|1996-2006| 7.3 7.6 9.3 10.1 10.1 9.9 9.7 9.1 8.7 8.3 7.2 7.0 | 8.6 ROCK SPRINGS AP ASOS |KRKS|1996-2006| 12.6 11.1 12.3 12.5 11.8 11.2 9.3 9.2 9.7 11.1 10.6 11.9 | 11.1 SHERIDAN AIRPORT ASOS |KSHR|1996-2006| 6.3 7.2 7.8 9.1 8.6 7.5 6.6 6.2 6.3 6.7 6.5 6.8 | 7.1 TORRINGTON AIRPORT ASOS |KTOR|1999-2006| 10.1 10.6 11.0 11.8 10.9 10.1 9.0 9.2 8.5 8.9 9.6 10.2 | 10.0 WORLAND AIRPORT ASOS |KWRL|1996-2006| 4.0 5.2 6.7 7.9 7.2 6.5 5.8 5.7 5.5 5.3 4.8 4.4 | 5.7
http://www.wrcc.dri.edu/htmlfiles/westwind.final.html 10/26/2010 Part 2
Regional Construction Emissions Road Construction Emissions Model, Version 6.3.2
Emission Estimates for -> AC Transit BRT Total Exhaust Fugitive Dust Total Exhaust Fugitive Dust Project Phases (English Units) ROG (lbs/day) CO (lbs/day) NOx (lbs/day) PM10 (lbs/day) PM10 (lbs/day) PM10 (lbs/day) PM2.5 (lbs/day) PM2.5 (lbs/day) PM2.5 (lbs/day) CO2 (lbs/day) Grubbing/Land Clearing 15.1 57.0 62.3 7.2 4.2 3.0 4.4 3.8 0.6 8,087.1 Grading/Excavation 17.9 86.3 80.4 8.1 5.1 3.0 5.2 4.5 0.6 11,404.8 Drainage/Utilities/Sub-Grade 14.7 56.1 58.8 7.2 4.2 3.0 4.4 3.8 0.6 7,858.1 Paving 12.5 48.6 43.6 3.7 3.7 - 3.3 3.3 - 6,077.6 Maximum (pounds/day) 17.9 86.3 80.4 8.1 5.1 3.0 5.2 4.5 0.6 11,404.8 Total (tons/construction project) 2.8 11.8 11.6 1.2 0.8 0.4 0.8 0.7 0.1 1,598.5 Notes: Project Start Year -> 2013 Project Length (months) -> 16 Total Project Area (acres) -> 44 Maximum Area Disturbed/Day (acres) -> 0 Total Soil Imported/Exported (yd 3/day)-> 465 PM10 and PM2.5 estimates assume 50% control of fugitive dust from watering and associated dust control measures if a minimum number of water trucks are specified. Total PM10 emissions shown in column F are the sum of exhaust and fugitive dust emissions shown in columns H and I. Total PM2.5 emissions shown in Column J are the sum of exhaust and fugitive dust emissions shown in columns K and L.
Emission Estimates for -> AC Transit BRT Total Exhaust Fugitive Dust Total Exhaust Fugitive Dust Project Phases (Metric Units) ROG (kgs/day) CO (kgs/day) NOx (kgs/day) PM10 (kgs/day) PM10 (kgs/day) PM10 (kgs/day) PM2.5 (kgs/day) PM2.5 (kgs/day) PM2.5 (kgs/day) CO2 (kgs/day) Grubbing/Land Clearing 6.9 25.9 28.3 3.3 1.9 1.4 2.0 1.7 0.3 3,676.0 Grading/Excavation 8.1 39.2 36.5 3.7 2.3 1.4 2.3 2.1 0.3 5,184.0 Drainage/Utilities/Sub-Grade 6.7 25.5 26.7 3.3 1.9 1.4 2.0 1.7 0.3 3,571.8 Paving 5.7 22.1 19.8 1.7 1.7 - 1.5 1.5 - 2,762.5 Maximum (kilograms/day) 8.1 39.2 36.5 3.7 2.3 1.4 2.3 2.1 0.3 5,184.0 Total (megagrams/construction project) 2.5 10.7 10.5 1.1 0.7 0.4 0.7 0.6 0.1 1,449.8 Notes: Project Start Year -> 2013 Project Length (months) -> 16 Total Project Area (hectares) -> 18 Maximum Area Disturbed/Day (hectares) -> 0 Total Soil Imported/Exported (meters 3/day)-> 356 PM10 and PM2.5 estimates assume 50% control of fugitive dust from watering and associated dust control measures if a minimum number of water trucks are specified. Total PM10 emissions shown in column F are the sum of exhaust and fugitive dust emissions shown in columns H and I. Total PM2.5 emissions shown in Column J are the sume of exhaust and fugitive dust emissions shown in columns K and L. Road Construction Emissions Model Version 6.3.2 Data Entry Worksheet Note: Required data input sections have a yellow background. Optional data input sections have a blue background. Only areas with a yellow or blue background can be modified. Program defaults have a white background. The user is required to enter information in cells C10 through C25.
Input Type Project Name AC Transit BRT
Enter a Year between 2005 and Construction Start Year 2013 2025 (inclusive)
Project Type 1 New Road Construction 1 2 Road Widening To begin a new project, click this button to clear 3 Bridge/Overpass Construction data previously entered. This button will only work if you opted not to disable macros when Project Construction Time 16.0 months loading this spreadsheet. Predominant Soil/Site Type: Enter 1, 2, or 3 1. Sand Gravel 1 2. Weathered Rock-Earth 3. Blasted Rock Project Length 14.4 miles Total Project Area 44.0 acres Maximum Area Disturbed/Day 0.3 acres 1. Yes 2. Water Trucks Used? 1 No 3 Soil Imported 275.0 yd /day 3 Soil Exported 190.0 yd /day Average Truck Capacity 20.0 yd3 (assume 20 if unknown)
The remaining sections of this sheet contain areas that can be modified by the user, although those modifications are optional.
Note: The program's estimates of construction period phase length can be overridden in cells C34 through C37.
Program User Override of Calculated Construction Periods Construction Months Months 2005 % 2006 % 2007 % Grubbing/Land Clearing 1.60 0.00 0.00 0.00 0.00 0.00 0.00 Grading/Excavation 6.40 0.00 0.00 0.00 0.00 0.00 0.00 Drainage/Utilities/Sub-Grade 5.60 0.00 0.00 0.00 0.00 0.00 0.00 Paving 2.40 0.00 0.00 0.00 0.00 0.00 0.00 Totals 0.00 16.00
Hauling emission default values can be overridden in cells C45 through C46.
Soil Hauling Emissions User Override of User Input Soil Hauling Defaults Default Values Miles/round trip 30 Round trips/day 23 Vehicle miles traveled/day (calculated) 697.5
Hauling Emissions ROG NOx CO PM10 PM2.5 CO2 Emission rate (grams/mile) 0.84 10.25 5.45 0.40 0.33 1874.76 Emission rate (grams/trip) 10.32 7.57 172.85 0.01 0.01 199.87 Pounds per day 2.4 16.5 26.1 0.6 0.5 2900.7 Tons per contruction period 0.17 1.16 1.84 0.04 0.04 204.21
Worker commute default values can be overridden in cells C60 through C65.
User Override of Worker Worker Commute Emissions Commute Default Values Default Values Miles/ one-way trip 20 One-way trips/day 2 No. of employees: Grubbing/Land Clearing 39 No. of employees: Grading/Excavation 41 No. of employees: Drainage/Utilities/Sub-Grade 41 No. of employees: Paving 40
ROG NOx CO PM10 PM2.5 CO2 Emission rate - Grubbing/Land Clearing (grams/mile) 0.118 0.211 2.201 0.033 0.018 426.660 Emission rate - Grading/Excavation (grams/mile) 0.118 0.211 2.201 0.033 0.018 426.660 Emission rate - Draining/Utilities/Sub-Grade (gr/mile) 0.114 0.205 2.141 0.033 0.018 426.666 Emission rate - Paving (grams/mile) 0.104 0.189 1.990 0.033 0.018 426.680 Emission rate - Grubbing/Land Clearing (grams/trip) 0.746 0.316 7.305 0.130 0.013 192.690 Emission rate - Grading/Excavation (grams/trip) 0.746 0.316 7.305 0.130 0.013 192.690 Emission rate - Draining/Utilities/Sub-Grade (gr/trip) 0.729 0.308 7.137 0.133 0.013 192.807 Emission rate - Paving (grams/trip) 0.687 0.289 6.716 0.140 0.013 193.100 Pounds per day - Grubbing/Land Clearing 0.653 0.823 9.944 0.156 0.065 1512.623 Tons per const. Period - Grub/Land Clear 0.011 0.014 0.175 0.003 0.001 26.622 Pounds per day - Grading/Excavation 0.653 0.823 9.944 0.156 0.065 1512.623 Tons per const. Period - Grading/Excavation 0.046 0.058 0.700 0.011 0.005 106.489 Pounds per day - Drainage/Utilities/Sub-Grade 0.634 0.799 9.682 0.157 0.065 1512.682 Tons per const. Period - Drain/Util/Sub-Grade 0.039 0.049 0.596 0.010 0.004 93.181 Pounds per day - Paving 0.5970 597 0.7390 739 9.0289 028 0.1590 159 0.0650 065 1559.8211559 821 Tons per const. Period - Paving 0.016 0.020 0.238 0.004 0.002 41.179 tons per construction period 0.112 0.141 1.710 0.028 0.012 267.471
Water truck default values can be overriden in cells C91 through C93 and E91 through E93.
Water Truck Emissions User Override of Program Estimate of User Override of Truck Default Values Default # Water Trucks Number of Water Trucks Miles Traveled/Day Miles Traveled/Day Grubbing/Land Clearing - Exhaust 140 Grading/Excavation - Exhaust 140 Drainage/Utilities/Subgrade 140 ROG NOx CO PM10 PM2.5 CO2 Emission rate - Grubbing/Land Clearing (grams/mile) 0.84 10.25 5.45 0.40 0.33 1874.76 Emission rate - Grading/Excavation (grams/mile) 0.84 10.25 5.45 0.40 0.33 1874.76 Emission rate - Draining/Utilities/Sub-Grade (gr/mile) 0.81 9.91 5.24 0.39 0.32 1876.39 Pounds per day - Grubbing/Land Clearing 0.07 0.90 0.48 0.04 0.03 165.18 Tons per const. Period - Grub/Land Clear 0.01 0.06 0.03 0.00 0.00 11.63 Pound per day - Grading/Excavation 0.07 0.90 0.48 0.04 0.03 165.18 Tons per const. Period - Grading/Excavation 0.01 0.06 0.03 0.00 0.00 11.63 Pound per day - Drainage/Utilities/Subgrade 0.07 0.87 0.46 0.03 0.03 165.32 Tons per const. Period - Drainage/Utilities/Subgrade 0.00 0.05 0.03 0.00 0.00 10.18
Fugitive dust default values can be overridden in cells C110 through C112.
Fugitive Dust User Override of Max Default PM10 PM10 PM2.5 PM2.5 Acreage Disturbed/Day Maximum Acreage/Day pounds/day tons/per period pounds/day tons/per period Fugitive Dust - Grubbing/Land Clearing 0.3 3.0 0.1 0.6 0.0 Fugitive Dust - Grading/Excavation 0.3 3.0 0.2 0.6 0.0 Fugitive Dust - Drainage/Utilities/Subgrade 0.3 3.0 0.2 0.6 0.0 Off-Road Equipment Emissions
Default Grubbing/Land Clearing Number of Vehicles ROG CO NOx PM10 PM2.5 CO2 Override of Default Number of Vehicles Program-estimate Type pounds/day pounds/day pounds/day pounds/day pounds/day pounds/day Aerial Lifts 0.00 0.00 0.00 0.00 0.00 0.00 Air Compressors 0.00 0.00 0.00 0.00 0.00 0.00 Bore/Drill Rigs 0.00 0.00 0.00 0.00 0.00 0.00 Cement and Mortar Mixers 0.00 0.00 0.00 0.00 0.00 0.00 Concrete/Industrial Saws 0.00 0.00 0.00 0.00 0.00 0.00 Cranes 0.00 0.00 0.00 0.00 0.00 0.00 Crushing/Proc. Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Excavators 0.00 0.00 0.00 0.00 0.00 0.00 Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 Generator Sets 0.00 0.00 0.00 0.00 0.00 0.00 Graders 0.00 0.00 0.00 0.00 0.00 0.00 Off-Highway Tractors 0.00 0.00 0.00 0.00 0.00 0.00 Off-Highway Trucks 0.00 0.00 0.00 0.00 0.00 0.00 Other Construction Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Other General Industrial Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Other Material Handling Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Pavers 0.00 0.00 0.00 0.00 0.00 0.00 Paving Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Plate Compactors 0.00 0.00 0.00 0.00 0.00 0.00 Pressure Washers 0.00 0.00 0.00 0.00 0.00 0.00 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 Rollers 0.00 0.00 0.00 0.00 0.00 0.00 Rough Terrain Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 1 Rubber Tired Dozers 1.51 6.67 12.84 0.53 0.49 1245.79 Rubber Tired Loaders 0000.00 0000.00 0000.00 0000.00 0000.00 0000.00 1 Scrapers 1.61 6.11 14.29 0.55 0.51 1623.76 29 Signal Boards 11.29 33.83 33.41 2.90 2.67 3539.77 Skid Steer Loaders 0.00 0.00 0.00 0.00 0.00 0.00 Surfacing Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Sweepers/Scrubbers 0.00 0.00 0.00 0.00 0.00 0.00 Tractors/Loaders/Backhoes 0.00 0.00 0.00 0.00 0.00 0.00 Trenchers 0.00 0.00 0.00 0.00 0.00 0.00 Welders 0.00 0.00 0.00 0.00 0.00 0.00
Grubbing/Land Clearing pounds per day 14.4 46.6 60.5 4.0 3.7 6409.3 Grubbing/Land Clearing tons per phase 0.3 0.8 1.1 0.1 0.1 112.8
Default Grading/Excavation Number of Vehicles ROG CO NOx PM10 PM2.5 CO2 Override of Default Number of Vehicles Program-estimate Type pounds/day pounds/day pounds/day pounds/day pounds/day pounds/day Aerial Lifts 0.00 0.00 0.00 0.00 0.00 0.00 Air Compressors 0.00 0.00 0.00 0.00 0.00 0.00 Bore/Drill Rigs 0.00 0.00 0.00 0.00 0.00 0.00 Cement and Mortar Mixers 0.00 0.00 0.00 0.00 0.00 0.00 Concrete/Industrial Saws 0.00 0.00 0.00 0.00 0.00 0.00 0 Cranes 0.00 0.00 0.00 0.00 0.00 0.00 Crushing/Proc. Equipment 0.00 0.00 0.00 0.00 0.00 0.00 1 Excavators 0.59 3.25 4.37 0.25 0.23 547.36 Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 Generator Sets 0.00 0.00 0.00 0.00 0.00 0.00 1 Graders 0.77 3.84 5.86 0.33 0.30 647.87 Off-Highway Tractors 0.00 0.00 0.00 0.00 0.00 0.00 Off-Highway Trucks 0.00 0.00 0.00 0.00 0.00 0.00 0 Other Construction Equipment 0.01 0.06 0.08 0.01 0.01 8.63 Other General Industrial Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Other Material Handling Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Pavers 0.00 0.00 0.00 0.00 0.00 0.00 Paving Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Plate Compactors 0.00 0.00 0.00 0.00 0.00 0.00 Pressure Washers 0.00 0.00 0.00 0.00 0.00 0.00 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 Rollers 0.00 0.00 0.00 0.00 0.00 0.00 Rough Terrain Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 Rubber Tired Dozers 0.00 0.00 0.00 0.00 0.00 0.00 1 Rubber Tired Loaders 0.54 2.71 4.11 0.23 0.21 458.86 1 Scrapers 1.61 6.11 14.29 0.55 0.51 1623.76 29 Signal Boards 11.29 33.83 33.41 2.90 2.67 3539.77 Skid Steer Loaders 0.00 0.00 0.00 0.00 0.00 0.00 Surfacing Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Sweepers/Scrubbers 0.00 0.00 0.00 0.00 0.00 0.00 Tractors/Loaders/Backhoes 0.00 0.00 0.00 0.00 0.00 0.00 Trenchers 0.00 0.00 0.00 0.00 0.00 0.00 Welders 0.00 0.00 0.00 0.00 0.00 0.00
Grading/Excavation pounds per day 14.8 49.8 62.1 4.3 3.9 6826.3 Grading tons per phase 1.0 3.5 4.4 0.3 0.3 480.6
Default Drainage/Utilities/Subgrade Number of Vehicles ROG CO NOx PM10 PM2.5 CO2 Override of Default Number of Vehicles Program-estimate pounds/day pounds/day pounds/day pounds/day pounds/day pounds/day Aerial Lifts 0.00 0.00 0.00 0.00 0.00 0.00 Air Compressors 0.00 0.00 0.00 0.00 0.00 0.00 Bore/Drill Rigs 0.00 0.00 0.00 0.00 0.00 0.00 Cement and Mortar Mixers 0.00 0.00 0.00 0.00 0.00 0.00 Concrete/Industrial Saws 0.00 0.00 0.00 0.00 0.00 0.00 Cranes 0.00 0.00 0.00 0.00 0.00 0.00 Crushing/Proc. Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Excavators 0.00 0.00 0.00 0.00 0.00 0.00 Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 Generator Sets 0.00 0.00 0.00 0.00 0.00 0.00 1 Graders 0.76 3.84 5.76 0.32 0.30 647.87 Off-Highway Tractors 0.00 0.00 0.00 0.00 0.00 0.00 Off-Highway Trucks 0.00 0.00 0.00 0.00 0.00 0.00 Other Construction Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Other General Industrial Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Other Material Handling Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Pavers 0.00 0.00 0.00 0.00 0.00 0.00 Paving Equipment 0.00 0.00 0.00 0.00 0.00 0.00 1 Plate Compactors 0.02 0.09 0.11 0.00 0.00 14.83 Pressure Washers 0.00 0.00 0.00 0.00 0.00 0.00 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 Rollers 0.00 0.00 0.00 0.00 0.00 0.00 Rough Terrain Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 Rubber Tired Dozers 0.00 0.00 0.00 0.00 0.00 0.00 Rubber Tired Loaders 0.00 0.00 0.00 0.00 0.00 0.00 1 Scrapers 1.59 6.00 13.98 0.54 0.50 1623.76 29 Signal Boards 10.97 33.49 33.02 2.83 2.60 3539.77 Skid Steer Loaders 0.00 0.00 0.00 0.00 0.00 0.00 Surfacing Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Sweepers/Scrubbers 0.00 0.00 0.00 0.00 0.00 0.00 Tractors/Loaders/Backhoes 0.00 0.00 0.00 0.00 0.00 0.00 1 Trenchers 0.69 2.55 4.23 0.36 0.33 353.84 Welders 0.00 0.00 0.00 0.00 0.00 0.00
Drainage pounds per day 14.0 46.0 57.1 4.1 3.7 6180.1 Drainage tons per phase 0.9 2.8 3.5 0.2 0.2 380.7
Default Paving Number of Vehicles ROG CO NOx PM10 PM2.5 CO2 Override of Default Number of Vehicles Program-estimate Type pounds/day pounds/day pounds/day pounds/day pounds/day pounds/day Aerial Lifts 0.00 0.00 0.00 0.00 0.00 0.00 Air Compressors 0.00 0.00 0.00 0.00 0.00 0.00 Bore/Drill Rigs 0.00 0.00 0.00 0.00 0.00 0.00 Cement and Mortar Mixers 0.00 0.00 0.00 0.00 0.00 0.00 Concrete/Industrial Saws 0.00 0.00 0.00 0.00 0.00 0.00 Cranes 0.00 0.00 0.00 0.00 0.00 0.00 Crushing/Proc. Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Excavators 0.00 0.00 0.00 0.00 0.00 0.00 Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 Generator Sets 0.00 0.00 0.00 0.00 0.00 0.00 Graders 0000.00 0000.00 0000.00 0000.00 0000.00 0000.00 Off-Highway Tractors 0.00 0.00 0.00 0.00 0.00 0.00 Off-Highway Trucks 0.00 0.00 0.00 0.00 0.00 0.00 Other Construction Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Other General Industrial Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Other Material Handling Equipment 0.00 0.00 0.00 0.00 0.00 0.00 1 Pavers 0.73 2.80 4.44 0.38 0.35 386.18 1 Paving Equipment 0.55 2.10 3.35 0.29 0.27 291.96 Plate Compactors 0.00 0.00 0.00 0.00 0.00 0.00 Pressure Washers 0.00 0.00 0.00 0.00 0.00 0.00 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 1 Rollers 0.47 2.05 3.01 0.25 0.23 299.86 Rough Terrain Forklifts 0.00 0.00 0.00 0.00 0.00 0.00 Rubber Tired Dozers 0.00 0.00 0.00 0.00 0.00 0.00 Rubber Tired Loaders 0.00 0.00 0.00 0.00 0.00 0.00 Scrapers 0.00 0.00 0.00 0.00 0.00 0.00 29 Signal Boards 10.16 32.62 32.03 2.64 2.43 3539.77 Skid Steer Loaders 0.00 0.00 0.00 0.00 0.00 0.00 Surfacing Equipment 0.00 0.00 0.00 0.00 0.00 0.00 Sweepers/Scrubbers 0.00 0.00 0.00 0.00 0.00 0.00 Tractors/Loaders/Backhoes 0.00 0.00 0.00 0.00 0.00 0.00 Trenchers 0.00 0.00 0.00 0.00 0.00 0.00 Welders 0.00 0.00 0.00 0.00 0.00 0.00
Paving pounds per day 11.9 39.6 42.8 3.6 3.3 4517.8 Paving tons per phase 0.3 1.0 1.1 0.1 0.1 119.3
Total Emissions all Phases (tons per construction period) => 2.5 8.2 10.1 0.7 0.7 1093.3
Equipment default values for horsepower, load factor, and hours/day can be overridden in cells C285 through C317, E285 through E317, and G285 through G317.
Default Values Default Values Default Values Equipment Horsepower Load Factor Hours/day Aerial Lifts 60 0.46 8 Air Compressors 106 0.48 8 Bore/Drill Rigs 291 0.75 8 Cement and Mortar Mixers 10 0.56 8 Concrete/Industrial Saws 19 0.73 8 Cranes 399 0.43 8 Crushing/Proc. Equipment 142 0.78 8 Excavators 168 0.57 8 Forklifts 145 0.30 8 Generator Sets 549 0.74 8 Graders 174 0.61 8 Off-Highway Tractors 267 0.65 8 Off-Highway Trucks 479 0.57 8 Other Construction Equipment 75 0.62 8 Other General Industrial Equipment 238 0.51 8 Other Material Handling Equipment 191 0.59 8 Pavers 100 0.62 8 Paving Equipment 104 0.53 8 Plate Compactors 8 0.43 8 Pressure Washers 1 0600.60 8 Pumps 53 0.74 8 Rollers 95 0.56 8 Rough Terrain Forklifts 93 0.60 8 Rubber Tired Dozers 357 0.59 8 Rubber Tired Loaders 157 0.54 8 Scrapers 313 0.72 8 Signal Boards 20 0.78 8 Skid Steer Loaders 44 0.55 8 Surfacing Equipment 362 0.45 8 Sweepers/Scrubbers 91 0.68 8 Tractors/Loaders/Backhoes 108 0.55 8 Trenchers 63 0.75 8 Welders 45 0.45 8 Construction Traffic Emissions
AC Transit BRT Construction Traffic Running Emissions Scenario VMT ROG (tpy) ROG (ppd) NOx (tpy) NOx (ppd) PM10 (tpy) PM10 (ppd) PM2.5 (tpy) PM2.5 (ppd) CO (tpy) CO (ppd) 25 MPH 5,186 0.3 1.6 1.2 7.5 0.1 0.3 0.1 0.3 5.5 34.0 30 MPH 5,186 0.2 1.3 1.2 7.2 0.0 0.3 0.0 0.3 5.0 30.9
AC Transit Construction Traffic Change in Running Emissions Scenario VMT ROG (tpy) ROG (ppd) NOx (tpy) NOx (ppd) PM10 (tpy) PM10 (ppd) PM2.5 (tpy) PM2.5 (ppd) CO (tpy) CO (ppd) No Build vs. Build 0 0.0 0.3 0.1 0.4 0.0 0.1 0.0 0.1 0.5 3.0
25 MPH Emission Rates 30 MPH Emission Rates ROG g/mi NOx g/mi PM10 g/mi PM2.5 g/mi CO g/mi ROG g/mi NOx g/mi PM10 g/mi PM2.5 g/mi CO g/mi 0.136 0.659 0.03 0.028 2.97 0.112 0.628 0.025 0.023 2.707
Assumes peak hour traffic is approximately 2,010 (average PM peak hour) vehicles per block. Assumes an average block is approximately 380 feet, and that traffic delays would affect up to 6 blocks during peak hour traffic conditions. iTitle : AC Transit Construction Traffic Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/11/09 10:00:03 Scen Year: 2012 -- All model years in the range 1968 to 2012 selected Season : Annual Area : Bay Area AQMD ***************************************************************************************** Year: 2012 -- Model Years 1968 to 2012 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
District Average District Average Bay Area AQMD
Table 1: Running Exhaust Emissions (grams/mile)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.188 0.289 0.299 2.739 2.159 3.989 0.365 15 0.129 0.203 0.205 1.454 1.563 3.213 0.240 20 0.095 0.149 0.149 0.871 1.177 2.718 0.171 25 0.073 0.116 0.113 0.693 0.922 2.415 0.136 30 0.059 0.095 0.090 0.561 0.750 2.255 0.112
Pollutant Name: Methane Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.046 0.061 0.062 0.134 0.101 0.263 0.057 15 0.037 0.049 0.050 0.075 0.074 0.233 0.045 20 0.029 0.040 0.041 0.048 0.057 0.214 0.036 25 0.024 0.034 0.034 0.039 0.046 0.202 0.030 30 0.021 0.029 0.030 0.033 0.038 0.195 0.026
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 3.153 5.057 4.295 12.573 14.612 26.868 4.464 15 2.768 4.388 3.645 8.878 10.001 23.441 3.797 20 2.469 3.880 3.175 6.623 7.256 21.371 3.318 25 2.232 3.488 2.824 5.367 5.578 20.355 2.970 30 2.042 3.182 2.556 4.506 4.544 20.267 2.707
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.257 0.510 0.844 13.070 24.955 1.100 0.973 15 0.229 0.450 0.745 10.075 20.159 1.098 0.798 20 0.208 0.406 0.676 8.764 17.121 1.104 0.706 25 0.192 0.374 0.629 8.294 15.279 1.119 0.659 30 0.182 0.352 0.600 7.979 14.321 1.140 0.628
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 716.586 890.955 1239.492 2267.065 2539.044 210.545 881.458 15 562.148 699.560 960.898 1939.248 2474.428 181.559 698.622 20 457.714 570.136 777.109 1710.339 2435.085 160.491 575.122 25 386.806 482.260 654.713 1619.579 2410.634 145.436 493.935 30 339.263 423.340 573.877 1549.309 2395.401 135.165 439.256
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.007 0.009 0.012 0.022 0.024 0.003 0.009 15 0.005 0.007 0.009 0.019 0.024 0.002 0.007 20 0.004 0.006 0.008 0.016 0.023 0.002 0.006 25 0.004 0.005 0.006 0.016 0.023 0.002 0.005 30 0.003 0.004 0.006 0.015 0.023 0.002 0.004
Pollutant Name: PM10 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.032 0.063 0.072 0.742 0.595 0.035 0.075 15 0.022 0.044 0.050 0.518 0.446 0.029 0.052 20 0.016 0.032 0.036 0.383 0.347 0.025 0.038 25 0.012 0.024 0.028 0.323 0.279 0.022 0.030 30 0.010 0.020 0.023 0.278 0.233 0.021 0.025
Pollutant Name: PM10 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.008 0.008 0.009 0.023 0.009 0.004 0.009 15 0.008 0.008 0.009 0.023 0.009 0.004 0.009 20 0.008 0.008 0.009 0.023 0.009 0.004 0.009 25 0.008 0.008 0.009 0.023 0.009 0.004 0.009 30 0.008 0.008 0.009 0.023 0.009 0.004 0.009
Pollutant Name: PM10 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.013 0.013 0.013 0.020 0.013 0.006 0.013 15 0.013 0.013 0.013 0.020 0.013 0.006 0.013 20 0.013 0.013 0.013 0.020 0.013 0.006 0.013 25 0.013 0.013 0.013 0.020 0.013 0.006 0.013 30 0.013 0.013 0.013 0.020 0.013 0.006 0.013
Pollutant Name: PM2.5 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.030 0.058 0.066 0.682 0.547 0.027 0.069 15 0.020 0.040 0.046 0.477 0.411 0.022 0.048 20 0.015 0.029 0.034 0.353 0.319 0.019 0.035 25 0.011 0.023 0.026 0.297 0.257 0.017 0.028 30 0.009 0.018 0.021 0.256 0.214 0.016 0.023
Pollutant Name: PM2.5 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.002 0.002 0.002 0.006 0.002 0.001 0.002 15 0.002 0.002 0.002 0.006 0.002 0.001 0.002 20 0.002 0.002 0.002 0.006 0.002 0.001 0.002 25 0.002 0.002 0.002 0.006 0.002 0.001 0.002 30 0.002 0.002 0.002 0.006 0.002 0.001 0.002
Pollutant Name: PM2.5 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
10 0.005 0.005 0.005 0.008 0.005 0.003 0.005 15 0.005 0.005 0.005 0.008 0.005 0.003 0.005 20 0.005 0.005 0.005 0.008 0.005 0.003 0.005 25 0.005 0.005 0.005 0.008 0.005 0.003 0.005 30 0.005 0.005 0.005 0.008 0.005 0.003 0.005
Part 3
Carbon Monoxide Analysis Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 1: Running Exhaust Emissions (grams/mile)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.618 0.764 0.688 7.446 2.558 5.494 1.108 20 0.171 0.216 0.192 1.239 1.011 2.963 0.271
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 6.254 8.769 7.022 21.414 18.273 38.369 8.267 20 3.622 4.994 3.769 8.221 5.713 25.055 4.488
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.464 0.836 1.243 28.519 35.023 1.068 2.447 20 0.308 0.530 0.822 13.185 18.388 1.130 1.262
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 1117.325 1373.293 1880.499 2981.342 2655.975 237.890 1374.243 20 462.617 570.160 776.312 1832.690 2539.525 154.003 611.180
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.011 0.013 0.018 0.029 0.025 0.003 0.013 20 0.005 0.006 0.008 0.018 0.024 0.002 0.006
Pollutant Name: PM10 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.062 0.115 0.115 1.818 0.891 0.055 0.189 20 0.016 0.031 0.032 0.608 0.377 0.031 0.059
Pollutant Name: PM10 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.008 0.008 0.009 0.026 0.008 0.004 0.009 20 0.008 0.008 0.009 0.026 0.008 0.004 0.009
Pollutant Name: PM10 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.013 0.013 0.013 0.022 0.013 0.006 0.013 20 0.013 0.013 0.013 0.022 0.013 0.006 0.013
Pollutant Name: Gasoline - mi/gal Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 7.854 6.332 4.490 3.347 3.338 28.080 7.159 20 18.931 15.258 11.063 9.643 9.621 43.711 17.121
Pollutant Name: Diesel - mi/gal Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 27.924 28.972 19.913 4.027 3.780 0.000 7.161 20 27.924 28.972 19.913 5.335 3.780 0.000 8.177
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 2: Starting Emissions (grams/trip)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.128 0.138 0.208 0.544 0.084 1.820 0.183 10 0.206 0.225 0.357 0.765 0.142 1.913 0.282 20 0.350 0.388 0.635 1.181 0.249 2.126 0.466 30 0.482 0.537 0.886 1.560 0.345 2.377 0.635 40 0.600 0.670 1.111 1.902 0.429 2.666 0.787 50 0.706 0.789 1.311 2.207 0.501 2.992 0.922 60 0.793 0.888 1.478 2.443 0.559 3.181 1.033 120 0.942 1.029 1.557 2.044 0.466 2.456 1.126 180 0.716 0.807 1.417 2.177 0.495 2.509 0.938 240 0.758 0.855 1.501 2.306 0.523 2.696 0.994 300 0.800 0.902 1.583 2.433 0.550 2.881 1.049 360 0.841 0.948 1.663 2.555 0.577 3.064 1.103 420 0.881 0.993 1.741 2.675 0.602 3.247 1.155 480 0.919 1.037 1.817 2.791 0.627 3.428 1.206 540 0.957 1.080 1.891 2.904 0.651 3.608 1.256 600 0.994 1.122 1.963 3.013 0.674 3.787 1.305 660 1.030 1.163 2.034 3.119 0.696 3.964 1.352 720 1.065 1.203 2.103 3.222 0.718 4.140 1.399
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 1.115 1.390 2.406 6.110 1.062 5.463 1.727 10 1.937 2.469 4.394 9.868 1.954 5.634 2.956 20 3.495 4.515 8.145 16.929 3.625 6.012 5.279 30 4.937 6.407 11.596 23.387 5.148 6.439 7.423 40 6.264 8.148 14.749 29.240 6.522 6.917 9.387 50 7.476 9.736 17.603 34.490 7.746 7.444 11.171 60 8.573 11.172 20.157 39.136 8.821 8.020 12.776 120 11.415 14.167 19.582 29.500 6.353 9.602 14.386 180 7.924 10.226 16.560 31.204 6.589 10.105 11.218 240 8.418 10.845 17.435 32.842 6.826 12.141 11.884 300 8.874 11.417 18.257 34.413 7.063 13.955 12.505 360 9.291 11.942 19.024 35.916 7.301 15.546 13.078 420 9.670 12.419 19.738 37.353 7.539 16.915 13.606 480 10.011 12.849 20.399 38.722 7.777 18.061 14.087 540 10.313 13.231 21.006 40.024 8.016 18.985 14.522 600 10.577 13.566 21.559 41.260 8.255 19.686 14.911 660 10.802 13.854 22.058 42.428 8.494 20.165 15.254 720 10.989 14.094 22.504 43.529 8.734 20.421 15.551
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.243 0.389 0.833 0.683 0.220 0.234 0.382 10 0.286 0.448 1.009 1.017 0.330 0.263 0.466 20 0.362 0.552 1.320 1.604 0.524 0.317 0.612 30 0.425 0.639 1.576 2.082 0.682 0.362 0.733 40 0.475 0.707 1.777 2.452 0.804 0.399 0.828 50 0.512 0.758 1.923 2.713 0.891 0.428 0.896 60 0.535 0.791 2.013 2.866 0.941 0.449 0.939 120 0.560 0.835 2.104 2.917 0.958 0.459 0.979 180 0.584 0.870 2.126 2.905 0.954 0.451 1.003 240 0.580 0.863 2.112 2.887 0.948 0.439 0.996 300 0.573 0.854 2.091 2.864 0.941 0.424 0.986 360 0.565 0.841 2.064 2.834 0.932 0.406 0.972 420 0.554 0.825 2.030 2.799 0.921 0.385 0.956 480 0.542 0.806 1.989 2.757 0.908 0.361 0.936 540 0.527 0.783 1.942 2.710 0.893 0.334 0.913 600 0.511 0.758 1.888 2.656 0.876 0.304 0.887 660 0.492 0.729 1.827 2.597 0.858 0.272 0.858 720 0.472 0.697 1.760 2.532 0.837 0.236 0.825
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 11.049 13.485 17.246 7.007 0.943 25.297 12.279 10 13.523 16.429 21.942 10.159 1.625 27.900 15.187 20 18.799 22.731 31.814 16.395 2.977 32.974 21.341 30 24.510 29.585 42.327 22.541 4.312 37.869 27.945 40 30.656 36.990 53.480 28.596 5.631 42.587 34.998 50 37.237 44.946 65.274 34.560 6.934 47.128 42.501 60 44.254 53.454 77.708 40.435 8.219 51.491 50.454 120 91.434 111.376 156.970 66.081 13.799 71.673 102.597 180 104.645 127.452 180.550 76.178 16.176 73.494 117.486 240 117.560 143.187 203.472 85.679 18.413 75.210 132.006 300 130.180 158.581 225.736 94.584 20.509 76.821 146.158 360 142.504 173.635 247.341 102.894 22.465 78.328 159.940 420 154.533 188.348 268.289 110.609 24.281 79.731 173.354 480 166.267 202.721 288.578 117.728 25.956 81.028 186.399 540 177.705 216.753 308.210 124.252 27.491 82.221 199.076 600 188.848 230.444 327.183 130.180 28.886 83.310 211.383 660 199.695 243.794 345.498 135.513 30.141 84.294 223.322 720 210.247 256.804 363.155 140.251 31.256 85.173 234.892
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30 0.000 0.000 0.001 0.001 0.000 0.001 0.000 40 0.000 0.000 0.001 0.001 0.000 0.001 0.001 50 0.000 0.001 0.001 0.001 0.000 0.001 0.001 60 0.001 0.001 0.001 0.001 0.000 0.001 0.001 120 0.001 0.001 0.002 0.001 0.000 0.001 0.001 180 0.001 0.001 0.002 0.001 0.000 0.001 0.001 240 0.001 0.002 0.002 0.001 0.000 0.001 0.001 300 0.001 0.002 0.002 0.002 0.000 0.001 0.002 360 0.002 0.002 0.003 0.002 0.000 0.001 0.002 420 0.002 0.002 0.003 0.002 0.000 0.001 0.002 480 0.002 0.002 0.003 0.002 0.000 0.001 0.002 540 0.002 0.002 0.003 0.002 0.000 0.001 0.002 600 0.002 0.002 0.004 0.002 0.000 0.001 0.002 660 0.002 0.003 0.004 0.002 0.000 0.001 0.002 720 0.002 0.003 0.004 0.002 0.000 0.001 0.003
Pollutant Name: PM10 Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.001 0.001 0.001 0.001 0.000 0.014 0.001 10 0.001 0.002 0.002 0.001 0.000 0.013 0.002 20 0.002 0.004 0.003 0.002 0.000 0.010 0.003 30 0.003 0.006 0.005 0.002 0.001 0.008 0.004 40 0.004 0.008 0.006 0.003 0.001 0.006 0.005 50 0.005 0.009 0.008 0.003 0.001 0.005 0.006 60 0.006 0.011 0.009 0.004 0.001 0.004 0.007 120 0.009 0.016 0.013 0.005 0.001 0.010 0.011 180 0.009 0.017 0.014 0.005 0.002 0.015 0.012 240 0.010 0.018 0.015 0.006 0.002 0.020 0.012 300 0.010 0.019 0.015 0.006 0.002 0.024 0.013 360 0.011 0.020 0.016 0.006 0.002 0.028 0.014 420 0.011 0.020 0.017 0.006 0.002 0.031 0.014 480 0.012 0.021 0.017 0.007 0.002 0.033 0.015 540 0.012 0.022 0.018 0.007 0.002 0.035 0.015 600 0.012 0.022 0.018 0.007 0.002 0.037 0.016 660 0.012 0.023 0.018 0.007 0.002 0.037 0.016 720 0.013 0.023 0.019 0.007 0.002 0.038 0.016
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 4: Hot Soak Emissions (grams/trip)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.059 0.057 0.028 0.009 0.013 0.132 0.052 10 0.109 0.105 0.053 0.017 0.023 0.244 0.096 20 0.186 0.180 0.090 0.030 0.039 0.418 0.165 30 0.239 0.232 0.117 0.039 0.051 0.540 0.212 40 0.259 0.252 0.127 0.042 0.055 0.585 0.229
Hot soak results are scaled to reflect zero emissions for trip lengths of less than 5 minutes (about 25% of in-use trips).
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 5a: Partial Day Diurnal Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.042 0.042 0.020 0.002 0.000 0.075 0.040
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 5b: Multi-Day Diurnal Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.003 0.003 0.002 0.000 0.000 0.006 0.003
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 6a: Partial Day Resting Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.022 0.022 0.011 0.001 0.000 0.035 0.021
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 6b: Multi-Day Resting Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.002 0.002 0.001 0.000 0.000 0.003 0.002
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 7: Estimated Travel Fractions
Pollutant Name: Temperature: ALL Relative Humidity: ALL
LDA LDT MDT HDT UBUS MCY ALL
%VMT 0.526 0.320 0.085 0.058 0.005 0.006 1.000 %TRIP 0.517 0.291 0.112 0.070 0.001 0.008 1.000 %VEH 0.556 0.313 0.075 0.027 0.001 0.028 1.000
Title : EMFAC 2009 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2009 -- Model Years 1965 to 2009 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 8: Evaporative Running Loss Emissions (grams/minute)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
1 0.030 0.459 0.248 0.101 0.109 0.109 0.190 2 0.034 0.240 0.130 0.055 0.058 0.145 0.110 3 0.038 0.169 0.092 0.040 0.042 0.165 0.086 4 0.042 0.135 0.075 0.033 0.033 0.176 0.075 5 0.044 0.115 0.064 0.029 0.028 0.184 0.068 10 0.050 0.079 0.045 0.020 0.019 0.205 0.058 15 0.052 0.071 0.042 0.018 0.016 0.217 0.056 20 0.054 0.069 0.041 0.017 0.015 0.226 0.057 25 0.056 0.071 0.043 0.016 0.014 0.234 0.058 30 0.056 0.071 0.043 0.016 0.014 0.234 0.058 35 0.056 0.071 0.043 0.016 0.014 0.235 0.058 40 0.056 0.071 0.043 0.016 0.014 0.235 0.058 45 0.056 0.071 0.043 0.016 0.014 0.235 0.058 50 0.055 0.071 0.043 0.016 0.014 0.233 0.058 55 0.055 0.071 0.043 0.016 0.014 0.229 0.058 60 0.054 0.071 0.043 0.016 0.014 0.225 0.057
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 1: Running Exhaust Emissions (grams/mile)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.242 0.387 0.443 4.356 2.505 5.026 0.574 20 0.061 0.102 0.120 0.731 0.988 2.566 0.137
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 2.858 4.911 4.642 12.783 17.198 28.395 4.441 20 1.855 3.046 2.716 4.450 5.373 19.088 2.578
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.239 0.500 0.821 15.316 33.512 1.146 1.364 20 0.154 0.313 0.542 7.237 17.615 1.090 0.715
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 1099.105 1376.779 1885.417 2963.632 2633.924 258.119 1355.335 20 454.770 570.633 776.901 1828.815 2506.037 164.507 601.174
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.011 0.013 0.018 0.028 0.025 0.003 0.013 20 0.004 0.006 0.007 0.017 0.024 0.002 0.006
Pollutant Name: PM10 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.064 0.130 0.145 0.838 0.858 0.038 0.138 20 0.016 0.034 0.039 0.308 0.363 0.021 0.042
Pollutant Name: PM10 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.008 0.008 0.009 0.026 0.008 0.004 0.009 20 0.008 0.008 0.009 0.026 0.008 0.004 0.009
Pollutant Name: PM10 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.013 0.013 0.013 0.022 0.013 0.006 0.013 20 0.013 0.013 0.013 0.022 0.013 0.006 0.013
Pollutant Name: Gasoline - mi/gal Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 8.021 6.367 4.496 3.432 3.361 27.795 7.291 20 19.354 15.356 11.089 9.883 9.684 43.718 17.455
Pollutant Name: Diesel - mi/gal Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 28.247 29.005 19.806 4.063 3.812 0.000 6.417 20 28.247 29.005 19.806 5.353 3.812 0.000 7.452
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 2: Starting Emissions (grams/trip)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.046 0.066 0.121 0.257 0.080 1.262 0.085 10 0.084 0.118 0.222 0.417 0.143 1.421 0.143 20 0.154 0.216 0.413 0.714 0.261 1.741 0.253 30 0.218 0.305 0.587 0.980 0.366 2.063 0.353 40 0.275 0.385 0.745 1.215 0.457 2.388 0.442 50 0.326 0.457 0.886 1.418 0.535 2.715 0.522 60 0.370 0.519 1.008 1.580 0.599 2.934 0.590 120 0.475 0.647 1.199 1.359 0.509 2.640 0.685 180 0.352 0.494 1.052 1.444 0.540 2.452 0.565 240 0.373 0.523 1.115 1.527 0.571 2.618 0.598 300 0.394 0.552 1.176 1.607 0.600 2.782 0.631 360 0.414 0.581 1.237 1.685 0.629 2.944 0.664 420 0.434 0.608 1.297 1.761 0.656 3.103 0.695 480 0.453 0.636 1.355 1.834 0.683 3.259 0.726 540 0.472 0.662 1.412 1.904 0.709 3.414 0.756 600 0.491 0.689 1.468 1.972 0.733 3.566 0.786 660 0.509 0.714 1.523 2.038 0.757 3.715 0.814 720 0.526 0.739 1.577 2.101 0.780 3.862 0.842
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.513 0.790 1.459 3.528 1.051 4.248 0.939 10 0.970 1.492 2.773 6.334 1.993 4.982 1.728 20 1.840 2.826 5.265 11.596 3.757 6.394 3.223 30 2.650 4.066 7.577 16.391 5.363 7.734 4.607 40 3.400 5.213 9.709 20.720 6.811 9.001 5.879 50 4.090 6.266 11.660 24.583 8.100 10.195 7.040 60 4.721 7.226 13.430 27.979 9.231 11.318 8.089 120 6.572 9.636 15.120 20.926 6.716 14.378 9.475 180 4.457 6.751 11.754 21.769 6.939 11.365 7.195 240 4.748 7.182 12.474 22.606 7.165 12.845 7.623 300 5.014 7.575 13.134 23.437 7.395 14.183 8.017 360 5.253 7.930 13.733 24.262 7.628 15.379 8.379 420 5.465 8.247 14.271 25.081 7.865 16.432 8.707 480 5.651 8.526 14.750 25.894 8.106 17.343 9.002 540 5.810 8.767 15.167 26.701 8.349 18.112 9.264 600 5.943 8.970 15.525 27.502 8.596 18.739 9.492 660 6.049 9.136 15.822 28.296 8.847 19.223 9.688 720 6.128 9.263 16.059 29.085 9.101 19.566 9.850
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.146 0.274 0.793 0.487 0.249 0.194 0.279 10 0.165 0.307 0.906 0.731 0.375 0.231 0.329 20 0.199 0.366 1.106 1.159 0.596 0.297 0.417 30 0.227 0.414 1.272 1.508 0.776 0.352 0.489 40 0.250 0.454 1.404 1.778 0.915 0.396 0.546 50 0.267 0.483 1.502 1.969 1.013 0.429 0.588 60 0.278 0.502 1.566 2.080 1.070 0.451 0.614 120 0.294 0.535 1.659 2.116 1.089 0.459 0.645 180 0.308 0.558 1.678 2.108 1.085 0.455 0.660 240 0.306 0.554 1.667 2.096 1.079 0.446 0.656 300 0.302 0.548 1.649 2.079 1.071 0.434 0.649 360 0.298 0.540 1.625 2.059 1.060 0.421 0.640 420 0.292 0.529 1.595 2.034 1.048 0.405 0.629 480 0.285 0.516 1.559 2.005 1.033 0.386 0.615 540 0.277 0.501 1.516 1.972 1.016 0.365 0.599 600 0.268 0.484 1.467 1.935 0.997 0.342 0.581 660 0.257 0.465 1.412 1.893 0.976 0.317 0.561 720 0.246 0.443 1.351 1.848 0.953 0.289 0.539
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 11.448 14.101 18.846 4.068 0.884 18.135 12.582 10 13.308 16.514 22.637 6.940 1.628 20.502 14.892 20 17.459 21.859 30.879 12.631 3.104 25.134 19.956 30 22.183 27.896 39.999 18.253 4.563 29.631 25.611 40 27.482 34.626 49.995 23.804 6.004 33.992 31.857 50 33.354 42.048 60.869 29.285 7.428 38.217 38.695 60 39.800 50.163 72.621 34.696 8.835 42.307 46.124 120 88.545 110.575 156.078 58.185 14.932 60.909 100.109 180 100.935 126.151 178.622 68.160 17.574 64.192 114.310 240 113.196 141.538 200.776 77.546 20.060 67.282 128.303 300 125.328 156.736 222.541 86.344 22.390 70.181 142.088 360 137.330 171.746 243.918 94.553 24.565 72.889 155.665 420 149.203 186.567 264.905 102.173 26.583 75.404 169.035 480 160.948 201.198 285.503 109.205 28.446 77.728 182.196 540 172.563 215.641 305.712 115.648 30.152 79.860 195.149 600 184.048 229.895 325.532 121.503 31.703 81.800 207.895 660 195.405 243.960 344.962 126.769 33.098 83.549 220.433 720 206.633 257.836 364.004 131.446 34.336 85.106 232.762
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30 0.000 0.000 0.001 0.000 0.000 0.000 0.000 40 0.000 0.000 0.001 0.001 0.000 0.001 0.000 50 0.000 0.001 0.001 0.001 0.000 0.001 0.000 60 0.000 0.001 0.001 0.001 0.000 0.001 0.001 120 0.001 0.001 0.002 0.001 0.000 0.001 0.001 180 0.001 0.001 0.002 0.001 0.000 0.001 0.001 240 0.001 0.001 0.002 0.001 0.000 0.001 0.001 300 0.001 0.002 0.002 0.001 0.000 0.001 0.002 360 0.001 0.002 0.003 0.001 0.000 0.001 0.002 420 0.002 0.002 0.003 0.001 0.000 0.001 0.002 480 0.002 0.002 0.003 0.001 0.000 0.001 0.002 540 0.002 0.002 0.003 0.002 0.000 0.001 0.002 600 0.002 0.002 0.003 0.002 0.000 0.001 0.002 660 0.002 0.003 0.004 0.002 0.000 0.001 0.002 720 0.002 0.003 0.004 0.002 0.000 0.001 0.002
Pollutant Name: PM10 Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.001 0.001 0.001 0.000 0.000 0.010 0.001 10 0.001 0.002 0.002 0.001 0.000 0.009 0.002 20 0.002 0.004 0.004 0.001 0.000 0.007 0.003 30 0.003 0.006 0.006 0.002 0.001 0.006 0.004 40 0.004 0.008 0.008 0.003 0.001 0.004 0.006 50 0.005 0.010 0.009 0.003 0.001 0.004 0.007 60 0.006 0.012 0.011 0.003 0.001 0.003 0.008 120 0.009 0.018 0.016 0.005 0.002 0.007 0.012 180 0.009 0.020 0.018 0.005 0.002 0.011 0.013 240 0.010 0.021 0.019 0.005 0.002 0.014 0.014 300 0.011 0.023 0.020 0.005 0.002 0.017 0.015 360 0.011 0.024 0.021 0.005 0.002 0.020 0.016 420 0.012 0.025 0.022 0.006 0.002 0.022 0.016 480 0.012 0.026 0.023 0.006 0.002 0.023 0.017 540 0.013 0.026 0.023 0.006 0.002 0.025 0.017 600 0.013 0.027 0.024 0.006 0.002 0.026 0.018 660 0.013 0.027 0.024 0.006 0.002 0.026 0.018 720 0.013 0.028 0.025 0.007 0.002 0.026 0.018
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 4: Hot Soak Emissions (grams/trip)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.048 0.057 0.032 0.006 0.012 0.087 0.046 10 0.089 0.105 0.058 0.010 0.023 0.161 0.085 20 0.152 0.179 0.100 0.018 0.039 0.276 0.145 30 0.194 0.230 0.128 0.023 0.050 0.357 0.187 40 0.210 0.249 0.139 0.025 0.054 0.388 0.202
Hot soak results are scaled to reflect zero emissions for trip lengths of less than 5 minutes (about 25% of in-use trips).
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 5a: Partial Day Diurnal Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.032 0.040 0.024 0.001 0.000 0.068 0.034
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 5b: Multi-Day Diurnal Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.003 0.003 0.002 0.000 0.000 0.006 0.003
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 6a: Partial Day Resting Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.019 0.024 0.016 0.001 0.000 0.031 0.020
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 6b: Multi-Day Resting Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.002 0.002 0.001 0.000 0.000 0.003 0.002
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 7: Estimated Travel Fractions
Pollutant Name: Temperature: ALL Relative Humidity: ALL
LDA LDT MDT HDT UBUS MCY ALL
%VMT 0.534 0.319 0.080 0.055 0.005 0.007 1.000 %TRIP 0.520 0.289 0.112 0.069 0.001 0.008 1.000 %VEH 0.558 0.313 0.075 0.026 0.001 0.028 1.000
Title : EMFAC 2015 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 8: Evaporative Running Loss Emissions (grams/minute)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
1 0.015 0.439 0.278 0.114 0.163 0.024 0.178 2 0.016 0.225 0.144 0.060 0.085 0.061 0.096 3 0.018 0.156 0.101 0.042 0.059 0.080 0.071 4 0.021 0.124 0.081 0.033 0.046 0.091 0.060 5 0.023 0.104 0.070 0.028 0.039 0.098 0.054 10 0.028 0.068 0.048 0.018 0.024 0.114 0.042 15 0.030 0.058 0.042 0.015 0.019 0.121 0.039 20 0.031 0.055 0.040 0.013 0.017 0.125 0.039 25 0.032 0.054 0.040 0.013 0.016 0.128 0.039 30 0.032 0.054 0.040 0.013 0.016 0.128 0.039 35 0.032 0.054 0.040 0.013 0.016 0.129 0.039 40 0.032 0.054 0.041 0.013 0.016 0.129 0.039 45 0.032 0.055 0.041 0.013 0.016 0.129 0.039 50 0.032 0.055 0.041 0.013 0.016 0.129 0.039 55 0.031 0.055 0.041 0.013 0.016 0.128 0.039 60 0.031 0.055 0.041 0.013 0.016 0.127 0.039
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 1: Running Exhaust Emissions (grams/mile)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.047 0.089 0.128 1.408 1.406 4.846 0.177 20 0.011 0.020 0.032 0.252 0.576 2.407 0.047
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.816 1.386 1.906 4.845 7.980 24.319 1.487 20 0.593 1.003 1.300 1.451 2.494 16.668 0.942
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.063 0.119 0.226 4.164 19.272 1.185 0.404 20 0.041 0.077 0.151 2.053 10.164 1.077 0.220
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 1075.847 1376.465 1897.757 2923.595 2436.750 266.396 1335.443 20 444.934 569.336 778.970 1813.611 2094.058 168.754 588.973
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.010 0.013 0.018 0.028 0.023 0.003 0.013 20 0.004 0.005 0.007 0.017 0.020 0.002 0.006
Pollutant Name: PM10 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.067 0.141 0.160 0.159 0.583 0.030 0.105 20 0.017 0.035 0.041 0.092 0.245 0.017 0.030
Pollutant Name: PM10 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.008 0.008 0.009 0.025 0.009 0.004 0.009 20 0.008 0.008 0.009 0.025 0.009 0.004 0.009
Pollutant Name: PM10 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 0.013 0.013 0.013 0.021 0.013 0.006 0.013 20 0.013 0.013 0.013 0.021 0.013 0.006 0.013
Pollutant Name: Gasoline - mi/gal Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 8.225 6.425 4.507 3.509 3.498 27.680 7.424 20 19.872 15.518 11.131 10.104 10.071 43.725 17.803
Pollutant Name: Diesel - mi/gal Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
1 29.156 29.156 19.475 4.138 4.171 0.000 5.492 20 29.156 29.156 19.475 5.391 4.171 0.000 6.555
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 2: Starting Emissions (grams/trip)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.004 0.009 0.033 0.054 0.093 0.926 0.020 10 0.009 0.018 0.065 0.106 0.181 1.130 0.034 20 0.017 0.035 0.127 0.201 0.343 1.523 0.060 30 0.025 0.051 0.187 0.285 0.486 1.896 0.085 40 0.033 0.067 0.245 0.358 0.611 2.249 0.108 50 0.040 0.082 0.300 0.420 0.716 2.582 0.129 60 0.046 0.096 0.353 0.471 0.803 2.823 0.148 120 0.077 0.159 0.595 0.427 0.729 2.833 0.207 180 0.054 0.113 0.473 0.453 0.773 2.475 0.167 240 0.058 0.120 0.503 0.479 0.817 2.632 0.177 300 0.061 0.127 0.534 0.503 0.858 2.786 0.188 360 0.065 0.134 0.564 0.527 0.899 2.937 0.198 420 0.068 0.142 0.594 0.549 0.937 3.085 0.208 480 0.071 0.149 0.624 0.571 0.975 3.229 0.218 540 0.075 0.156 0.654 0.592 1.011 3.371 0.228 600 0.078 0.163 0.683 0.613 1.045 3.509 0.237 660 0.081 0.169 0.713 0.632 1.079 3.644 0.247 720 0.085 0.176 0.742 0.651 1.111 3.776 0.256
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.091 0.170 0.562 1.034 0.966 3.466 0.261 10 0.179 0.337 1.113 2.027 1.893 4.584 0.497 20 0.350 0.659 2.178 3.885 3.629 6.705 0.947 30 0.513 0.966 3.196 5.576 5.207 8.670 1.371 40 0.669 1.257 4.166 7.099 6.629 10.480 1.767 50 0.816 1.533 5.089 8.453 7.894 12.134 2.137 60 0.955 1.793 5.964 9.639 9.002 13.634 2.479 120 1.542 2.866 9.510 7.418 6.928 17.945 3.375 180 1.009 1.886 6.162 7.635 7.130 12.385 2.405 240 1.100 2.053 6.727 7.859 7.339 13.505 2.590 300 1.179 2.201 7.222 8.090 7.555 14.536 2.754 360 1.248 2.328 7.647 8.329 7.778 15.478 2.899 420 1.306 2.434 8.004 8.574 8.007 16.330 3.025 480 1.352 2.521 8.291 8.827 8.243 17.093 3.131 540 1.388 2.588 8.508 9.086 8.486 17.767 3.217 600 1.412 2.634 8.657 9.353 8.735 18.351 3.283 660 1.426 2.660 8.736 9.627 8.991 18.846 3.330 720 1.429 2.666 8.746 9.909 9.253 19.252 3.358
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.029 0.069 0.589 0.176 0.349 0.167 0.116 10 0.031 0.072 0.611 0.265 0.526 0.210 0.127 20 0.033 0.078 0.651 0.421 0.837 0.286 0.146 30 0.035 0.083 0.686 0.549 1.090 0.348 0.162 40 0.037 0.087 0.717 0.647 1.285 0.398 0.175 50 0.039 0.091 0.743 0.716 1.423 0.434 0.185 60 0.040 0.093 0.765 0.757 1.504 0.457 0.192 120 0.044 0.102 0.841 0.770 1.530 0.462 0.206 180 0.046 0.107 0.852 0.767 1.524 0.461 0.210 240 0.045 0.107 0.845 0.763 1.516 0.454 0.208 300 0.045 0.105 0.834 0.757 1.504 0.445 0.206 360 0.044 0.103 0.819 0.750 1.490 0.434 0.202 420 0.043 0.101 0.799 0.741 1.472 0.421 0.198 480 0.042 0.098 0.774 0.731 1.452 0.407 0.193 540 0.040 0.094 0.745 0.719 1.428 0.390 0.187 600 0.038 0.090 0.712 0.706 1.402 0.372 0.180 660 0.036 0.086 0.674 0.691 1.373 0.351 0.172 720 0.034 0.080 0.632 0.675 1.340 0.329 0.163
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 12.035 15.351 21.734 2.751 1.994 13.052 13.444 10 13.461 17.190 24.410 5.488 3.977 15.241 15.228 20 16.807 21.501 30.650 10.914 7.910 19.540 19.332 30 20.816 26.654 38.077 16.280 11.799 23.733 24.153 40 25.486 32.649 46.690 21.585 15.643 27.820 29.689 50 30.818 39.486 56.489 26.829 19.444 31.801 35.942 60 36.812 47.166 67.474 32.012 23.200 35.676 42.910 120 86.207 110.269 157.147 54.446 39.460 53.070 98.647 180 97.800 125.120 178.386 64.324 46.619 57.348 112.086 240 109.386 139.957 199.589 73.619 53.355 61.375 125.471 300 120.965 154.781 220.757 82.331 59.669 65.151 138.801 360 132.538 169.592 241.887 90.460 65.561 68.676 152.078 420 144.105 184.389 262.982 98.006 71.029 71.949 165.300 480 155.665 199.173 284.041 104.969 76.076 74.972 178.468 540 167.218 213.943 305.063 111.349 80.699 77.743 191.581 600 178.766 228.700 326.049 117.145 84.901 80.263 204.641 660 190.306 243.443 346.999 122.359 88.679 82.532 217.646 720 201.841 258.172 367.913 126.990 92.035 84.550 230.597
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 40 0.000 0.000 0.001 0.000 0.000 0.000 0.000 50 0.000 0.000 0.001 0.000 0.000 0.001 0.000 60 0.000 0.000 0.001 0.000 0.000 0.001 0.000 120 0.001 0.001 0.002 0.001 0.001 0.001 0.001 180 0.001 0.001 0.002 0.001 0.001 0.001 0.001 240 0.001 0.001 0.002 0.001 0.001 0.001 0.001 300 0.001 0.002 0.002 0.001 0.001 0.001 0.001 360 0.001 0.002 0.002 0.001 0.001 0.001 0.002 420 0.001 0.002 0.003 0.001 0.001 0.001 0.002 480 0.002 0.002 0.003 0.001 0.001 0.001 0.002 540 0.002 0.002 0.003 0.001 0.001 0.001 0.002 600 0.002 0.002 0.003 0.001 0.001 0.001 0.002 660 0.002 0.002 0.003 0.001 0.001 0.001 0.002 720 0.002 0.003 0.004 0.001 0.001 0.001 0.002
Pollutant Name: PM10 Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.000 0.001 0.001 0.000 0.000 0.007 0.001 10 0.001 0.002 0.002 0.001 0.001 0.006 0.001 20 0.002 0.004 0.004 0.001 0.001 0.005 0.003 30 0.003 0.006 0.005 0.002 0.002 0.004 0.004 40 0.003 0.007 0.007 0.002 0.002 0.003 0.005 50 0.004 0.009 0.009 0.003 0.003 0.003 0.006 60 0.005 0.011 0.010 0.003 0.003 0.003 0.007 120 0.008 0.017 0.017 0.005 0.004 0.006 0.012 180 0.009 0.019 0.019 0.005 0.004 0.008 0.013 240 0.010 0.021 0.020 0.005 0.004 0.010 0.014 300 0.011 0.023 0.022 0.005 0.004 0.012 0.015 360 0.012 0.024 0.023 0.005 0.005 0.014 0.016 420 0.012 0.025 0.024 0.005 0.005 0.015 0.017 480 0.013 0.026 0.025 0.005 0.005 0.017 0.017 540 0.013 0.027 0.026 0.006 0.005 0.018 0.018 600 0.013 0.027 0.026 0.006 0.005 0.018 0.018 660 0.013 0.028 0.027 0.006 0.005 0.019 0.018 720 0.013 0.028 0.027 0.006 0.005 0.019 0.018
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 4: Hot Soak Emissions (grams/trip)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
5 0.019 0.032 0.025 0.003 0.009 0.076 0.023 10 0.034 0.060 0.047 0.005 0.016 0.140 0.042 20 0.059 0.101 0.080 0.008 0.027 0.241 0.071 30 0.075 0.130 0.102 0.011 0.034 0.312 0.091 40 0.081 0.140 0.110 0.011 0.037 0.339 0.099
Hot soak results are scaled to reflect zero emissions for trip lengths of less than 5 minutes (about 25% of in-use trips).
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 5a: Partial Day Diurnal Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.011 0.025 0.027 0.001 0.000 0.070 0.018
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 5b: Multi-Day Diurnal Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.001 0.002 0.002 0.000 0.000 0.007 0.001
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 6a: Partial Day Resting Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.008 0.019 0.021 0.000 0.000 0.032 0.013
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 6b: Multi-Day Resting Loss Emissions (grams/hour)
Pollutant Name: Reactive Org Gases Temperature: ALL Relative Humidity: ALL
Temp degF LDA LDT MDT HDT UBUS MCY ALL
57 0.001 0.001 0.001 0.000 0.000 0.003 0.001
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 7: Estimated Travel Fractions
Pollutant Name: Temperature: ALL Relative Humidity: ALL
LDA LDT MDT HDT UBUS MCY ALL
%VMT 0.536 0.320 0.079 0.053 0.005 0.007 1.000 %TRIP 0.521 0.287 0.113 0.069 0.001 0.008 1.000 %VEH 0.557 0.313 0.075 0.025 0.001 0.028 1.000
Title : EMFAC 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/27 09:59:53 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
County Average Alameda County Average
Table 8: Evaporative Running Loss Emissions (grams/minute)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: ALL
Time min LDA LDT MDT HDT UBUS MCY ALL
1 0.009 0.174 0.191 0.029 0.163 0.003 0.078 2 0.007 0.090 0.098 0.015 0.082 0.036 0.042 3 0.008 0.064 0.070 0.010 0.056 0.053 0.031 4 0.009 0.052 0.057 0.008 0.043 0.063 0.027 5 0.011 0.046 0.050 0.007 0.035 0.070 0.025 10 0.013 0.033 0.035 0.005 0.021 0.083 0.021 15 0.014 0.029 0.031 0.004 0.017 0.088 0.021 20 0.015 0.028 0.030 0.004 0.015 0.090 0.020 25 0.015 0.028 0.030 0.004 0.015 0.092 0.020 30 0.015 0.028 0.030 0.004 0.015 0.092 0.020 35 0.015 0.028 0.030 0.004 0.015 0.092 0.020 40 0.015 0.028 0.030 0.004 0.015 0.092 0.020 45 0.015 0.028 0.030 0.004 0.015 0.092 0.020 50 0.015 0.028 0.030 0.004 0.015 0.092 0.020 55 0.015 0.028 0.030 0.004 0.015 0.092 0.021 60 0.015 0.028 0.030 0.004 0.015 0.092 0.021
Concentrations of CO for Project
2009 Existing 1-Hour 8-Hour Bckgrnd Bckgrnd Model Conc. Conc. RESULTS Parts Per Million Intersection 1-hour 1-hour 8-hour Shattuck Ave & University Ave (West) 3 2.4 0.6 4 2.8 Fulton Ave & Bancroft Wy 3 2.4 0.7 4 2.9 Adeline St & Ashby Ave 3 2.4 0.8 4 3.0 College Ave/Claremont Ave & 62nd St/Florio St 3 2.4 0.5 4 2.8 Telegraph Ave & 40th St 3 2.4 0.7 4 2.9 Broadway & W Grand Ave 3 2.4 0.7 4 2.9 Foothill Blvd & Fruitvale Ave 3 2.4 0.5 4 2.8 International Blvd & Seminary Ave 3 2.4 0.5 4 2.8 International Blvd & 66th Ave/Havenscourt Blvd 3 2.4 0.7 4 2.9 International Blvd & 73rd Ave 3 2.4 0.7 4 2.9 International Blvd & 98th Ave 3 2.4 0.9 4 3.0 E 14th St & Davis St/Callan Ave 3 2.4 0.7 4 2.9
2015 Without Project 1-Hour 8-Hour Bckgrnd Bckgrnd Model Conc. Conc. RESULTS Parts Per Million Intersection 1-hour 1-hour 8-hour Shattuck Ave & University Ave (West) 1.09 0.77 0.5 2 1.1 Fulton Ave & Bancroft Wy 1.09 0.77 0.4 1 1.1 Adeline St & Ashby Ave 1.09 0.77 0.5 2 1.1 College Ave/Claremont Ave & 62nd St/Florio St 1.09 0.77 0.3 1 1.0 Telegraph Ave & 40th St 1.09 0.77 0.5 2 1.1 Broadway & W Grand Ave 1.09 0.77 0.4 1 1.1 Foothill Blvd & Fruitvale Ave 1.09 0.77 0.3 1 1.0 International Blvd & Seminary Ave 1.09 0.77 0.4 1 1.1 International Blvd & 66th Ave/Havenscourt Blvd 1.09 0.77 0.4 1 1.1 International Blvd & 73rd Ave 1.09 0.77 0.5 2 1.1 International Blvd & 98th Ave 1.09 0.77 0.5 2 1.1 E 14th St & Davis St/Callan Ave 1.09 0.77 0.4 1 1.1
2015 With Project 1-Hour 8-Hour Bckgrnd Bckgrnd Model Conc. Conc. RESULTS Parts Per Million Intersection 1-hour 1-hour 8-hour Shattuck Ave & University Ave (West) 1.09 0.77 0.5 2 1.1 Fulton Ave & Bancroft Wy 1.09 0.77 0.4 1 1.1 Adeline St & Ashby Ave 1.09 0.77 0.5 2 1.1 College Ave/Claremont Ave & 62nd St/Florio St 1.09 0.77 0.2 1 0.9 Telegraph Ave & 40th St 1.09 0.77 0.4 1 1.1 Broadway & W Grand Ave 1.09 0.77 0.5 2 1.1 Foothill Blvd & Fruitvale Ave 1.09 0.77 0.3 1 1.0 International Blvd & Seminary Ave 1.09 0.77 0.3 1 1.0 International Blvd & 66th Ave/Havenscourt Blvd 1.09 0.77 0.4 1 1.1 International Blvd & 73rd Ave 1.09 0.77 0.4 1 1.1 International Blvd & 98th Ave 1.09 0.77 0.4 1 1.1 E 14th St & Davis St/Callan Ave 1.09 0.77 0.4 1 1.1
taha 2009-072 2035 Without Project 1-Hour 8-Hour Bckgrnd Bckgrnd Model Conc. Conc. RESULTS Parts Per Million Intersection 1-hour 1-hour 8-hour Shattuck Ave & University Ave (West) 1.41 0.99 0.1 2 1.1 Fulton Ave & Bancroft Wy 1.41 0.99 0.1 2 1.1 Adeline St & Ashby Ave 1.41 0.99 0.3 2 1.2 College Ave/Claremont Ave & 62nd St/Florio St 1.41 0.99 0 1 1.0 Telegraph Ave & 40th St 1.41 0.99 0.1 2 1.1 Broadway & W Grand Ave 1.41 0.99 0.2 2 1.1 Foothill Blvd & Fruitvale Ave 1.41 0.99 0.1 2 1.1 International Blvd & Seminary Ave 1.41 0.99 0.2 2 1.1 International Blvd & 66th Ave/Havenscourt Blvd 1.41 0.99 0.2 2 1.1 International Blvd & 73rd Ave 1.41 0.99 0.1 2 1.1 International Blvd & 98th Ave 1.41 0.99 0.2 2 1.1 E 14th St & Davis St/Callan Ave 1.41 0.99 0.1 2 1.1
2035 With Project 1-Hour 8-Hour Bckgrnd Bckgrnd Model Conc. Conc. RESULTS Parts Per Million Intersection 1-hour 1-hour 8-hour Shattuck Ave & University Ave (West) 1.41 0.99 0.1 2 1.1 Fulton Ave & Bancroft Wy 1.41 0.99 0.1 2 1.1 Adeline St & Ashby Ave 1.41 0.99 0.2 2 1.1 College Ave/Claremont Ave & 62nd St/Florio St 1.41 0.99 0.1 2 1.1 Telegraph Ave & 40th St 1.41 0.99 0.1 2 1.1 Broadway & W Grand Ave 1.41 0.99 0.2 2 1.1 Foothill Blvd & Fruitvale Ave 1.41 0.99 0.1 2 1.1 International Blvd & Seminary Ave 1.41 0.99 0.1 2 1.1 International Blvd & 66th Ave/Havenscourt Blvd 1.41 0.99 0.2 2 1.1 International Blvd & 73rd Ave 1.41 0.99 0.1 2 1.1 International Blvd & 98th Ave 1.41 0.99 0.1 2 1.1 E 14th St & Davis St/Callan Ave 1.41 0.99 0.1 2 1.1
State Standard 20 9.0
taha 2009-072 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Shattuck Ave & University Ave - PM RUN: Existing 2009
DATE : 11/11/10 TIME : 9:29:35
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBD * 500.0 500.0 500.0 1000.0 * 500. 360. AG 615. 4.5 .0 44.0 2. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 652. 4.5 .0 56.0 3. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 861. 4.5 .0 44.0 4. SBQ * 482.0 536.0 482.0 586.0 * 50. 360. AG 47. 100.0 .0 36.0 .63 2.5 5. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 710. 4.5 .0 56.0 6. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 332. 4.5 .0 44.0 7. EBQ * 464.0 482.0 444.6 482.0 * 19. 270. AG 17. 100.0 .0 36.0 .22 1.0 8. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1083. 4.5 .0 56.0 9. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 637. 4.5 .0 44.0 10. WBQ * 500.0 518.0 529.6 518.0 * 30. 90. AG 17. 100.0 .0 36.0 .34 1.5
PAGE 2 JOB: Shattuck Ave & University Ave - PM RUN: Existing 2009
DATE : 11/11/10 TIME : 9:29:35
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------4. SBQ * 60 42 3.0 652 1600 8.27 3 3 7. EBQ * 60 15 3.0 710 1600 8.27 3 3 10. WBQ * 60 15 3.0 1083 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 520.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 520.0 444.0 5.4 * PAGE 3 JOB: Shattuck Ave & University Ave - PM RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .3 .3 .4 10. * .3 .1 .6 .1 20. * .3 .0 .5 .1 30. * .2 .0 .5 .1 40. * .2 .0 .4 .2 50. * .3 .0 .3 .2 60. * .3 .0 .4 .3 70. * .3 .0 .5 .3 80. * .3 .0 .4 .2 90. * .5 .1 .1 .0 100. * .6 .3 .1 .0 110. * .6 .4 .1 .0 120. * .5 .2 .1 .0 130. * .4 .2 .1 .0 140. * .2 .2 .1 .0 150. * .4 .1 .2 .0 160. * .4 .1 .2 .0 170. * .4 .1 .2 .0 180. * .3 .3 .1 .1 190. * .2 .4 .0 .2 200. * .2 .5 .0 .2 210. * .2 .5 .0 .2 220. * .2 .4 .0 .1 230. * .2 .4 .0 .1 240. * .2 .5 .0 .1 250. * .2 .5 .0 .1 260. * .3 .6 .0 .1 270. * .1 .4 .1 .2 280. * .0 .3 .3 .4 290. * .0 .3 .3 .4 300. * .0 .3 .2 .3 310. * .0 .3 .2 .3 320. * .0 .2 .2 .3 330. * .0 .3 .2 .4 340. * .0 .4 .2 .3 350. * .0 .5 .2 .6 360. * .1 .3 .3 .4 ------*------MAX * .6 .6 .6 .6 DEGR. * 100 260 10 350
THE HIGHEST CONCENTRATION OF .60 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Shattuck Ave & University Ave - PM RUN: No Build 2015
DATE : 11/11/10 TIME : 9:33:28
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBD * 500.0 500.0 500.0 1000.0 * 500. 360. AG 688. 2.6 .0 44.0 2. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 730. 2.6 .0 56.0 3. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 977. 2.6 .0 44.0 4. SBQ * 482.0 536.0 482.0 595.8 * 60. 360. AG 25. 100.0 .0 36.0 .70 3.0 5. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 833. 2.6 .0 56.0 6. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 368. 2.6 .0 44.0 7. EBQ * 464.0 482.0 441.3 482.0 * 23. 270. AG 9. 100.0 .0 36.0 .26 1.2 8. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1154. 2.6 .0 56.0 9. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 684. 2.6 .0 44.0 10. WBQ * 500.0 518.0 531.5 518.0 * 31. 90. AG 9. 100.0 .0 36.0 .36 1.6
PAGE 2 JOB: Shattuck Ave & University Ave - PM RUN: No Build 2015
DATE : 11/11/10 TIME : 9:33:28
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------4. SBQ * 60 42 3.0 730 1600 4.44 3 3 7. EBQ * 60 15 3.0 833 1600 4.44 3 3 10. WBQ * 60 15 3.0 1154 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 520.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 520.0 444.0 5.4 * PAGE 3 JOB: Shattuck Ave & University Ave - PM RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .3 .2 .3 10. * .2 .0 .3 .1 20. * .2 .0 .3 .1 30. * .2 .0 .2 .1 40. * .2 .0 .2 .1 50. * .2 .0 .3 .1 60. * .2 .0 .2 .1 70. * .2 .0 .2 .1 80. * .2 .0 .3 .2 90. * .3 .1 .1 .0 100. * .4 .2 .1 .0 110. * .3 .2 .1 .0 120. * .2 .1 .1 .0 130. * .1 .1 .1 .0 140. * .2 .1 .1 .0 150. * .2 .1 .1 .0 160. * .1 .1 .1 .0 170. * .2 .1 .2 .0 180. * .2 .3 .1 .1 190. * .0 .4 .0 .2 200. * .0 .3 .0 .1 210. * .2 .2 .0 .1 220. * .2 .3 .0 .1 230. * .2 .4 .0 .1 240. * .2 .4 .0 .1 250. * .2 .5 .0 .1 260. * .2 .5 .0 .1 270. * .0 .3 .1 .2 280. * .0 .3 .1 .3 290. * .0 .3 .2 .3 300. * .0 .3 .2 .3 310. * .0 .3 .1 .2 320. * .0 .2 .1 .2 330. * .0 .2 .1 .0 340. * .0 .2 .1 .2 350. * .0 .3 .1 .2 360. * .1 .3 .2 .3 ------*------MAX * .4 .5 .3 .3 DEGR. * 100 250 10 0
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Shattuck Ave & University Ave - PM RUN: Build 2015
DATE : 11/11/10 TIME : 9:38:48
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBD * 500.0 500.0 500.0 1000.0 * 500. 360. AG 674. 2.6 .0 44.0 2. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 713. 2.6 .0 56.0 3. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 961. 2.6 .0 44.0 4. SBQ * 482.0 536.0 482.0 593.3 * 57. 360. AG 25. 100.0 .0 36.0 .68 2.9 5. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 828. 2.6 .0 56.0 6. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 365. 2.6 .0 44.0 7. EBQ * 464.0 482.0 441.4 482.0 * 23. 270. AG 9. 100.0 .0 36.0 .26 1.1 8. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1158. 2.6 .0 56.0 9. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 699. 2.6 .0 44.0 10. WBQ * 500.0 518.0 531.7 518.0 * 32. 90. AG 9. 100.0 .0 36.0 .36 1.6
PAGE 2 JOB: Shattuck Ave & University Ave - PM RUN: Build 2015
DATE : 11/11/10 TIME : 9:38:48
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------4. SBQ * 60 42 3.0 713 1600 4.44 3 3 7. EBQ * 60 15 3.0 828 1600 4.44 3 3 10. WBQ * 60 15 3.0 1158 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 520.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 520.0 444.0 5.4 * PAGE 3 JOB: Shattuck Ave & University Ave - PM RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .2 .2 .3 10. * .2 .0 .3 .1 20. * .2 .0 .3 .1 30. * .2 .0 .2 .1 40. * .2 .0 .2 .1 50. * .2 .0 .3 .1 60. * .2 .0 .2 .1 70. * .2 .0 .2 .1 80. * .2 .0 .3 .2 90. * .3 .1 .1 .0 100. * .4 .2 .1 .0 110. * .3 .2 .1 .0 120. * .2 .1 .1 .0 130. * .2 .1 .1 .0 140. * .1 .1 .1 .0 150. * .2 .1 .1 .0 160. * .2 .1 .1 .0 170. * .2 .1 .1 .0 180. * .2 .3 .1 .1 190. * .0 .4 .0 .1 200. * .1 .3 .0 .1 210. * .2 .2 .0 .1 220. * .2 .1 .0 .1 230. * .2 .4 .0 .1 240. * .2 .4 .0 .1 250. * .2 .5 .0 .1 260. * .2 .5 .0 .1 270. * .0 .3 .1 .2 280. * .0 .3 .1 .3 290. * .0 .3 .2 .3 300. * .0 .3 .2 .3 310. * .0 .3 .1 .2 320. * .0 .2 .1 .2 330. * .0 .2 .1 .0 340. * .0 .2 .1 .2 350. * .0 .3 .1 .2 360. * .1 .2 .2 .3 ------*------MAX * .4 .5 .3 .3 DEGR. * 100 250 10 0
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Shattuck Ave & University Ave - PM RUN: No Build 2035
DATE : 11/11/10 TIME : 9:42:48
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBD * 500.0 500.0 500.0 1000.0 * 500. 360. AG 754. .9 .0 44.0 2. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 791. .9 .0 56.0 3. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 966. .9 .0 44.0 4. SBQ * 482.0 536.0 482.0 598.7 * 63. 360. AG 8. 100.0 .0 36.0 .71 3.2 5. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 761. .9 .0 56.0 6. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 408. .9 .0 44.0 7. EBQ * 464.0 482.0 441.9 482.0 * 22. 270. AG 3. 100.0 .0 36.0 .24 1.1 8. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1314. .9 .0 56.0 9. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 738. .9 .0 44.0 10. WBQ * 500.0 518.0 538.3 518.0 * 38. 90. AG 3. 100.0 .0 36.0 .42 1.9
PAGE 2 JOB: Shattuck Ave & University Ave - PM RUN: No Build 2035
DATE : 11/11/10 TIME : 9:42:48
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------4. SBQ * 60 41 3.0 791 1600 1.49 3 3 7. EBQ * 60 16 3.0 761 1600 1.49 3 3 10. WBQ * 60 16 3.0 1314 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 520.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 520.0 444.0 5.4 * PAGE 3 JOB: Shattuck Ave & University Ave - PM RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .1 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .1 .1 .0 .0 120. * .0 .1 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .0 360. * .0 .1 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 100 0 170 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Shattuck Ave & University Ave - PM RUN: Build 2035
DATE : 11/11/10 TIME : 9:45:48
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBD * 500.0 500.0 500.0 1000.0 * 500. 360. AG 803. .9 .0 44.0 2. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 777. .9 .0 56.0 3. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 920. .9 .0 44.0 4. SBQ * 482.0 536.0 482.0 603.2 * 67. 360. AG 8. 100.0 .0 36.0 .75 3.4 5. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 823. .9 .0 56.0 6. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 434. .9 .0 44.0 7. EBQ * 464.0 482.0 441.5 482.0 * 22. 270. AG 3. 100.0 .0 36.0 .26 1.1 8. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1305. .9 .0 56.0 9. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 748. .9 .0 44.0 10. WBQ * 500.0 518.0 535.7 518.0 * 36. 90. AG 3. 100.0 .0 36.0 .41 1.8
PAGE 2 JOB: Shattuck Ave & University Ave - PM RUN: Build 2035
DATE : 11/11/10 TIME : 9:45:48
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------4. SBQ * 60 42 3.0 777 1600 1.49 3 3 7. EBQ * 60 15 3.0 823 1600 1.49 3 3 10. WBQ * 60 15 3.0 1305 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 520.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 520.0 444.0 5.4 * PAGE 3 JOB: Shattuck Ave & University Ave - PM RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .1 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .1 .1 .0 .0 120. * .0 .1 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .1 360. * .0 .1 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 100 0 170 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Fulton St & Bancroft Way - PM Peak RUN: Existing 2009
DATE : 10/27/10 TIME : 9:36:20
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 108. 4.5 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 776. 4.5 .0 44.0 3. NBQ * 512.0 500.0 512.0 491.7 * 8. 180. AG 21. 100.0 .0 24.0 .08 .4 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 965. 4.5 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 978. 4.5 .0 56.0 6. SBQ * 482.0 536.0 482.0 585.1 * 49. 360. AG 31. 100.0 .0 36.0 .45 2.5 7. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1040. 4.5 .0 56.0 8. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 359. 4.5 .0 44.0 9. WBQ * 524.0 518.0 578.9 518.0 * 55. 90. AG 32. 100.0 .0 36.0 .50 2.8
PAGE 2 JOB: Fulton St & Bancroft Way - PM Peak RUN: Existing 2009
DATE : 10/27/10 TIME : 9:36:20
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 28 3.0 108 1600 8.27 3 3 6. SBQ * 60 28 3.0 965 1600 8.27 3 3 9. WBQ * 60 29 3.0 1040 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 544.0 556.0 5.4 * 3. Rcpt_3 * 444.0 480.0 5.4 * 4. Rcpt_4 * 544.0 480.0 5.4 * PAGE 3 JOB: Fulton St & Bancroft Way - PM Peak RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .1 .3 10. * .4 .0 .4 .2 20. * .3 .0 .4 .2 30. * .3 .0 .4 .2 40. * .3 .0 .3 .3 50. * .2 .0 .3 .2 60. * .3 .0 .4 .2 70. * .3 .0 .5 .3 80. * .3 .0 .4 .3 90. * .5 .1 .3 .1 100. * .6 .3 .1 .0 110. * .6 .3 .1 .0 120. * .3 .2 .1 .0 130. * .2 .2 .1 .0 140. * .2 .3 .2 .0 150. * .2 .2 .2 .0 160. * .3 .2 .3 .0 170. * .3 .2 .3 .0 180. * .1 .2 .1 .0 190. * .0 .4 .0 .2 200. * .0 .5 .0 .2 210. * .1 .3 .0 .2 220. * .1 .3 .0 .1 230. * .1 .3 .0 .1 240. * .1 .3 .0 .1 250. * .1 .3 .0 .1 260. * .1 .4 .0 .1 270. * .0 .3 .0 .1 280. * .0 .3 .1 .2 290. * .0 .3 .1 .2 300. * .0 .2 .1 .3 310. * .0 .2 .1 .3 320. * .0 .2 .1 .4 330. * .0 .3 .1 .3 340. * .0 .4 .0 .6 350. * .0 .4 .0 .7 360. * .1 .1 .1 .3 ------*------MAX * .6 .5 .5 .7 DEGR. * 100 200 70 350
THE HIGHEST CONCENTRATION OF .70 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Fulton St & Bancroft Way - PM Peak RUN: No Build 2015
DATE : 10/27/10 TIME : 9:47: 5
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 109. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 816. 2.6 .0 44.0 3. NBQ * 512.0 500.0 512.0 491.4 * 9. 180. AG 12. 100.0 .0 24.0 .08 .4 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1008. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1022. 2.6 .0 56.0 6. SBQ * 482.0 536.0 482.0 589.3 * 53. 360. AG 17. 100.0 .0 36.0 .48 2.7 7. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1129. 2.6 .0 56.0 8. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 408. 2.6 .0 44.0 9. WBQ * 524.0 518.0 581.6 518.0 * 58. 90. AG 17. 100.0 .0 36.0 .52 2.9
PAGE 2 JOB: Fulton St & Bancroft Way - PM Peak RUN: No Build 2015
DATE : 10/27/10 TIME : 9:47: 5
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 29 3.0 109 1600 4.44 3 3 6. SBQ * 60 29 3.0 1008 1600 4.44 3 3 9. WBQ * 60 28 3.0 1129 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 544.0 556.0 5.4 * 3. Rcpt_3 * 444.0 480.0 5.4 * 4. Rcpt_4 * 544.0 480.0 5.4 * PAGE 3 JOB: Fulton St & Bancroft Way - PM Peak RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .1 .2 10. * .3 .0 .3 .1 20. * .2 .0 .2 .1 30. * .2 .0 .2 .1 40. * .2 .0 .2 .1 50. * .2 .0 .1 .1 60. * .2 .0 .1 .1 70. * .2 .0 .2 .2 80. * .1 .0 .3 .2 90. * .2 .1 .2 .1 100. * .3 .2 .1 .0 110. * .2 .2 .1 .0 120. * .2 .1 .1 .0 130. * .1 .1 .1 .0 140. * .1 .1 .1 .0 150. * .2 .1 .1 .0 160. * .1 .1 .2 .0 170. * .2 .1 .2 .0 180. * .1 .1 .1 .0 190. * .0 .2 .0 .1 200. * .0 .2 .0 .1 210. * .0 .3 .0 .1 220. * .0 .3 .0 .1 230. * .0 .2 .0 .1 240. * .0 .2 .0 .1 250. * .1 .2 .0 .1 260. * .1 .3 .0 .1 270. * .0 .2 .0 .1 280. * .0 .2 .1 .2 290. * .0 .2 .1 .0 300. * .0 .2 .0 .1 310. * .0 .2 .0 .3 320. * .0 .2 .0 .3 330. * .0 .2 .0 .3 340. * .0 .2 .0 .3 350. * .0 .2 .0 .4 360. * .1 .1 .1 .2 ------*------MAX * .3 .3 .3 .4 DEGR. * 10 210 10 350
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Fulton St & Bancroft Way - PM Peak RUN: Build 2015
DATE : 10/27/10 TIME : 9:52:32
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 110. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 812. 2.6 .0 44.0 3. NBQ * 512.0 500.0 512.0 491.3 * 9. 180. AG 12. 100.0 .0 24.0 .08 .4 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1000. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1033. 2.6 .0 56.0 6. SBQ * 482.0 536.0 482.0 588.8 * 53. 360. AG 17. 100.0 .0 36.0 .48 2.7 7. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1110. 2.6 .0 56.0 8. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 375. 2.6 .0 44.0 9. WBQ * 524.0 518.0 582.7 518.0 * 59. 90. AG 17. 100.0 .0 36.0 .53 3.0
PAGE 2 JOB: Fulton St & Bancroft Way - PM Peak RUN: Build 2015
DATE : 10/27/10 TIME : 9:52:32
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 29 3.0 110 1600 4.44 3 3 6. SBQ * 60 29 3.0 1000 1600 4.44 3 3 9. WBQ * 60 29 3.0 1110 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 544.0 556.0 5.4 * 3. Rcpt_3 * 444.0 480.0 5.4 * 4. Rcpt_4 * 544.0 480.0 5.4 * PAGE 3 JOB: Fulton St & Bancroft Way - PM Peak RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .1 .2 10. * .3 .0 .3 .1 20. * .2 .0 .2 .1 30. * .2 .0 .2 .1 40. * .2 .0 .2 .1 50. * .1 .0 .1 .1 60. * .2 .0 .1 .1 70. * .1 .0 .2 .2 80. * .1 .0 .3 .2 90. * .2 .1 .2 .1 100. * .3 .2 .1 .0 110. * .2 .2 .1 .0 120. * .2 .1 .1 .0 130. * .1 .1 .1 .0 140. * .1 .1 .1 .0 150. * .2 .1 .1 .0 160. * .1 .1 .2 .0 170. * .2 .1 .2 .0 180. * .1 .1 .1 .0 190. * .0 .2 .0 .1 200. * .0 .2 .0 .1 210. * .0 .3 .0 .1 220. * .0 .3 .0 .1 230. * .0 .2 .0 .1 240. * .0 .2 .0 .1 250. * .1 .2 .0 .1 260. * .1 .3 .0 .1 270. * .0 .2 .0 .1 280. * .0 .2 .1 .2 290. * .0 .2 .1 .0 300. * .0 .2 .0 .1 310. * .0 .2 .0 .3 320. * .0 .2 .0 .3 330. * .0 .2 .0 .3 340. * .0 .2 .0 .3 350. * .0 .2 .0 .4 360. * .1 .1 .1 .2 ------*------MAX * .3 .3 .3 .4 DEGR. * 10 210 10 350
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Fulton St & Bancroft Way - PM Peak RUN: No Build 2035
DATE : 11/10/10 TIME : 15:33:28
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 106. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 945. .9 .0 44.0 3. NBQ * 512.0 500.0 512.0 490.7 * 9. 180. AG 4. 100.0 .0 24.0 .09 .5 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1136. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1151. .9 .0 56.0 6. SBQ * 482.0 536.0 482.0 602.1 * 66. 360. AG 6. 100.0 .0 36.0 .62 3.4 7. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1536. .9 .0 56.0 8. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 682. .9 .0 44.0 9. WBQ * 524.0 518.0 594.0 518.0 * 70. 90. AG 5. 100.0 .0 36.0 .64 3.6
PAGE 2 JOB: Fulton St & Bancroft Way - PM Peak RUN: No Build 2035
DATE : 11/10/10 TIME : 15:33:28
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 32 3.0 106 1600 1.49 3 3 6. SBQ * 60 32 3.0 1136 1600 1.49 3 3 9. WBQ * 60 25 3.0 1536 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 544.0 556.0 5.4 * 3. Rcpt_3 * 444.0 480.0 5.4 * 4. Rcpt_4 * 544.0 480.0 5.4 * PAGE 3 JOB: Fulton St & Bancroft Way - PM Peak RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .1 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .1 60. * .0 .0 .0 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .1 .1 .0 .0 120. * .0 .1 .0 .0 130. * .0 .1 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .0 .0 .0 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 100 10 50
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Fulton St & Bancroft Way - PM Peak RUN: Build 2035
DATE : 10/27/10 TIME : 10:28:16
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 110. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 953. .9 .0 44.0 3. NBQ * 512.0 500.0 512.0 490.1 * 10. 180. AG 4. 100.0 .0 24.0 .09 .5 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1029. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1147. .9 .0 56.0 6. SBQ * 482.0 536.0 482.0 597.9 * 62. 360. AG 7. 100.0 .0 36.0 .59 3.1 7. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1549. .9 .0 56.0 8. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 588. .9 .0 44.0 9. WBQ * 524.0 518.0 591.7 518.0 * 68. 90. AG 5. 100.0 .0 36.0 .62 3.4
PAGE 2 JOB: Fulton St & Bancroft Way - PM Peak RUN: Build 2035
DATE : 10/27/10 TIME : 10:28:16
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 33 3.0 110 1600 1.49 3 3 6. SBQ * 60 33 3.0 1029 1600 1.49 3 3 9. WBQ * 60 24 3.0 1549 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 544.0 556.0 5.4 * 3. Rcpt_3 * 444.0 480.0 5.4 * 4. Rcpt_4 * 544.0 480.0 5.4 * PAGE 3 JOB: Fulton St & Bancroft Way - PM Peak RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .1 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .1 60. * .0 .0 .0 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .1 .1 .0 .0 120. * .0 .1 .0 .0 130. * .0 .1 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .0 .0 .0 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 100 10 50
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Adeline Street & Ashby Avenue - PM Peak RUN: Existing 2009
DATE : 10/27/10 TIME : 11:16:54
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 678. 4.5 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 770. 4.5 .0 44.0 3. NBQ * 518.0 464.0 518.0 429.4 * 35. 180. AG 17. 100.0 .0 36.0 .31 1.8 4. SBA * 476.0 1000.0 476.0 500.0 * 500. 180. AG 902. 4.5 .0 68.0 5. SBD * 476.0 536.0 476.0 1000.0 * 464. 360. AG 798. 4.5 .0 44.0 6. SBQ * 476.0 536.0 476.0 570.4 * 34. 360. AG 41. 100.0 .0 48.0 .31 1.8 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 855. 4.5 .0 36.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 731. 4.5 .0 44.0 9. EBQ * 452.0 482.0 406.8 482.0 * 45. 270. AG 32. 100.0 .0 36.0 .41 2.3 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 714. 4.5 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 850. 4.5 .0 44.0 12. WBQ * 536.0 518.0 573.7 518.0 * 38. 90. AG 32. 100.0 .0 36.0 .34 1.9
PAGE 2 JOB: Adeline Street & Ashby Avenue - PM Peak RUN: Existing 2009
DATE : 10/27/10 TIME : 11:16:54
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 28 3.0 678 1600 4.44 3 3 6. SBQ * 60 28 3.0 902 1600 8.27 3 3 9. EBQ * 60 29 3.0 855 1600 8.27 3 3 12. WBQ * 60 29 3.0 714 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 532.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 432.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: Adeline Street & Ashby Avenue - PM Peak RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .5 .1 .5 .4 10. * .2 .0 .8 .2 20. * .1 .0 .7 .2 30. * .0 .0 .4 .2 40. * .0 .0 .4 .2 50. * .0 .0 .3 .2 60. * .0 .0 .3 .2 70. * .0 .0 .3 .3 80. * .0 .0 .4 .3 90. * .1 .1 .2 .1 100. * .3 .3 .1 .0 110. * .3 .3 .1 .0 120. * .2 .2 .1 .0 130. * .3 .2 .1 .0 140. * .3 .2 .1 .0 150. * .3 .2 .1 .0 160. * .4 .3 .1 .0 170. * .5 .3 .1 .0 180. * .5 .4 .0 .1 190. * .5 .5 .0 .2 200. * .4 .4 .0 .2 210. * .4 .4 .0 .1 220. * .5 .3 .0 .1 230. * .4 .3 .0 .1 240. * .4 .5 .0 .1 250. * .6 .6 .0 .1 260. * .7 .7 .0 .1 270. * .5 .5 .1 .2 280. * .4 .3 .3 .4 290. * .3 .3 .3 .4 300. * .3 .3 .3 .4 310. * .3 .3 .2 .4 320. * .4 .3 .2 .4 330. * .5 .3 .3 .6 340. * .6 .4 .3 .7 350. * .7 .4 .3 .7 360. * .5 .1 .5 .4 ------*------MAX * .7 .7 .8 .7 DEGR. * 350 260 10 340
THE HIGHEST CONCENTRATION OF .80 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: No Build 2015
DATE : 11/ 8/10 TIME : 13:17:56
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 925. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 693. 2.6 .0 44.0 3. NBQ * 518.0 452.0 518.0 409.9 * 42. 180. AG 15. 100.0 .0 36.0 .39 2.1 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 734. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 895. 2.6 .0 44.0 6. SBQ * 482.0 536.0 482.0 569.4 * 33. 360. AG 15. 100.0 .0 36.0 .31 1.7 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 979. 2.6 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 752. 2.6 .0 44.0 9. EBQ * 464.0 476.0 421.3 476.0 * 43. 270. AG 25. 100.0 .0 48.0 .40 2.2 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 356. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 654. 2.6 .0 44.0 12. WBQ * 536.0 518.0 556.6 518.0 * 21. 90. AG 19. 100.0 .0 36.0 .19 1.0
PAGE 2 JOB: 14th Ave & Davis St - PM RUN: No Build 2015
DATE : 11/ 8/10 TIME : 13:17:56
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 25 3.0 925 1600 4.44 3 3 6. SBQ * 60 25 3.0 734 1600 4.44 3 3 9. EBQ * 60 32 3.0 979 1600 4.44 3 3 12. WBQ * 60 32 3.0 356 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .0 .3 .2 10. * .1 .0 .4 .1 20. * .2 .0 .3 .1 30. * .2 .0 .3 .1 40. * .1 .0 .2 .1 50. * .1 .0 .2 .1 60. * .1 .0 .3 .1 70. * .1 .0 .3 .1 80. * .1 .0 .3 .1 90. * .1 .0 .2 .0 100. * .3 .1 .2 .0 110. * .2 .2 .2 .0 120. * .2 .1 .2 .0 130. * .1 .1 .2 .0 140. * .3 .0 .2 .0 150. * .3 .0 .2 .0 160. * .3 .0 .2 .0 170. * .3 .0 .2 .0 180. * .3 .1 .1 .1 190. * .1 .3 .0 .3 200. * .1 .2 .0 .2 210. * .2 .2 .0 .2 220. * .2 .2 .0 .2 230. * .2 .2 .0 .2 240. * .2 .2 .0 .2 250. * .2 .3 .0 .2 260. * .2 .2 .0 .1 270. * .0 .1 .1 .2 280. * .0 .0 .2 .2 290. * .0 .1 .2 .4 300. * .0 .1 .1 .3 310. * .0 .1 .1 .1 320. * .0 .2 .1 .2 330. * .0 .2 .1 .3 340. * .0 .2 .2 .3 350. * .0 .2 .2 .3 360. * .1 .0 .3 .2 ------*------MAX * .3 .3 .4 .4 DEGR. * 100 190 10 290
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: Build 2015
DATE : 11/ 8/10 TIME : 13:39:34
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 903. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 721. 2.6 .0 44.0 3. NBQ * 518.0 452.0 518.0 409.2 * 43. 180. AG 15. 100.0 .0 36.0 .39 2.2 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 671. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 876. 2.6 .0 44.0 6. SBQ * 482.0 536.0 482.0 567.7 * 32. 360. AG 15. 100.0 .0 36.0 .29 1.6 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 986. 2.6 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 733. 2.6 .0 44.0 9. EBQ * 464.0 476.0 422.3 476.0 * 42. 270. AG 25. 100.0 .0 48.0 .38 2.1 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 339. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 569. 2.6 .0 44.0 12. WBQ * 536.0 518.0 555.2 518.0 * 19. 90. AG 18. 100.0 .0 36.0 .18 1.0 f PAGE 2 JOB: 14th Ave & Davis St - PM RUN: Build 2015
DATE : 11/ 8/10 TIME : 13:39:34
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 26 3.0 903 1600 4.44 3 3 6. SBQ * 60 26 3.0 671 1600 4.44 3 3 9. EBQ * 60 31 3.0 986 1600 4.44 3 3 12. WBQ * 60 31 3.0 339 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .3 .2 10. * .1 .0 .4 .0 20. * .2 .0 .3 .1 30. * .2 .0 .3 .1 40. * .2 .0 .2 .1 50. * .1 .0 .2 .1 60. * .1 .0 .3 .1 70. * .0 .0 .3 .1 80. * .0 .0 .3 .1 90. * .1 .0 .2 .0 100. * .2 .1 .2 .0 110. * .1 .1 .2 .0 120. * .2 .1 .2 .0 130. * .1 .0 .2 .0 140. * .1 .0 .2 .0 150. * .2 .0 .2 .0 160. * .3 .0 .2 .0 170. * .3 .0 .2 .0 180. * .2 .1 .1 .1 190. * .1 .2 .0 .3 200. * .1 .2 .0 .2 210. * .1 .2 .0 .2 220. * .1 .2 .0 .2 230. * .2 .2 .0 .2 240. * .2 .2 .0 .2 250. * .2 .3 .0 .2 260. * .2 .3 .0 .1 270. * .0 .1 .1 .2 280. * .0 .1 .2 .3 290. * .0 .1 .1 .3 300. * .0 .1 .1 .3 310. * .0 .1 .1 .1 320. * .0 .1 .1 .2 330. * .0 .2 .1 .3 340. * .0 .2 .2 .3 350. * .0 .1 .2 .2 360. * .0 .0 .3 .2 ------*------MAX * .3 .3 .4 .3 DEGR. * 160 250 10 190
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: No Build 2035
DATE : 11/ 8/10 TIME : 13:50:50
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1082. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 895. .9 .0 44.0 3. NBQ * 518.0 452.0 518.0 400.8 * 51. 180. AG 5. 100.0 .0 36.0 .47 2.6 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 836. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1207. .9 .0 44.0 6. SBQ * 482.0 536.0 482.0 575.5 * 40. 360. AG 5. 100.0 .0 36.0 .36 2.0 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 1104. .9 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 772. .9 .0 44.0 9. EBQ * 464.0 476.0 417.2 476.0 * 47. 270. AG 8. 100.0 .0 48.0 .43 2.4 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 492. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 640. .9 .0 44.0 12. WBQ * 536.0 518.0 563.8 518.0 * 28. 90. AG 6. 100.0 .0 36.0 .26 1.4
PAGE 2 JOB: 14th Ave & Davis St - PM RUN: No Build 2035
DATE : 11/ 8/10 TIME : 13:50:50
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 26 3.0 1082 1600 1.49 3 3 6. SBQ * 60 26 3.0 836 1600 1.49 3 3 9. EBQ * 60 31 3.0 1104 1600 1.49 3 3 12. WBQ * 60 31 3.0 492 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .1 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 190 160 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: Build 2035
DATE : 11/ 8/10 TIME : 14:19:50
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1365. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1068. .9 .0 44.0 3. NBQ * 518.0 452.0 518.0 392.3 * 60. 180. AG 5. 100.0 .0 36.0 .55 3.0 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 813. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1167. .9 .0 44.0 6. SBQ * 482.0 536.0 482.0 571.6 * 36. 360. AG 5. 100.0 .0 36.0 .33 1.8 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 1143. .9 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 801. .9 .0 44.0 9. EBQ * 464.0 476.0 412.6 476.0 * 51. 270. AG 9. 100.0 .0 48.0 .49 2.6 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 423. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 708. .9 .0 44.0 12. WBQ * 536.0 518.0 561.4 518.0 * 25. 90. AG 7. 100.0 .0 36.0 .24 1.3
PAGE 2 JOB: 14th Ave & Davis St - PM RUN: Build 2035
DATE : 11/ 8/10 TIME : 14:19:50
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 24 3.0 1365 1600 1.49 3 3 6. SBQ * 60 24 3.0 813 1600 1.49 3 3 9. EBQ * 60 33 3.0 1143 1600 1.49 3 3 12. WBQ * 60 33 3.0 423 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .1 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 170 190 160 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: College Ave & 62nd St/Claremont Ave RUN: Existing 2009
DATE : 11/10/10 TIME : 17: 4: 8
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 419. 4.5 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 467. 4.5 .0 32.0 3. NBQ * 512.0 464.0 512.0 430.9 * 33. 180. AG 21. 100.0 .0 24.0 .30 1.7 4. SBA * 494.0 1000.0 494.0 500.0 * 500. 180. AG 425. 4.5 .0 32.0 5. SBD * 494.0 500.0 494.0 .0 * 500. 180. AG 537. 4.5 .0 32.0 6. SBQ * 494.0 524.0 494.0 591.4 * 67. 360. AG 11. 100.0 .0 12.0 .61 3.4 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 498. 4.5 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 377. 4.5 .0 44.0 9. EBQ * 488.0 482.0 462.6 482.0 * 25. 270. AG 31. 100.0 .0 36.0 .23 1.3 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 380. 4.5 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 341. 4.5 .0 44.0 12. WBQ * 524.0 512.0 553.1 512.0 * 29. 90. AG 21. 100.0 .0 24.0 .26 1.5
PAGE 2 JOB: College Ave & 62nd St/Claremont Ave RUN: Existing 2009
DATE : 11/10/10 TIME : 17: 4: 8
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 29 3.0 419 1600 8.27 3 3 6. SBQ * 60 29 3.0 425 1600 8.27 3 3 9. EBQ * 60 28 3.0 498 1600 8.27 3 3 12. WBQ * 60 28 3.0 380 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 468.0 544.0 5.4 * 2. Rcpt_2 * 544.0 544.0 5.4 * 3. Rcpt_3 * 468.0 444.0 5.4 * 4. Rcpt_4 * 544.0 444.0 5.4 * PAGE 3 JOB: College Ave & 62nd St/Claremont Ave RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .3 .1 10. * .2 .0 .4 .0 20. * .2 .0 .5 .0 30. * .2 .0 .3 .1 40. * .2 .0 .1 .1 50. * .2 .0 .2 .1 60. * .2 .0 .4 .2 70. * .2 .0 .4 .2 80. * .2 .0 .3 .2 90. * .3 .1 .3 .0 100. * .4 .2 .1 .0 110. * .4 .2 .2 .0 120. * .4 .2 .2 .0 130. * .1 .1 .2 .0 140. * .1 .1 .2 .0 150. * .3 .1 .2 .0 160. * .2 .1 .2 .0 170. * .5 .0 .3 .0 180. * .3 .3 .1 .1 190. * .1 .3 .0 .2 200. * .1 .4 .0 .2 210. * .1 .3 .0 .2 220. * .2 .3 .0 .2 230. * .2 .2 .0 .2 240. * .2 .2 .0 .2 250. * .2 .3 .0 .2 260. * .2 .3 .0 .3 270. * .1 .2 .1 .4 280. * .0 .1 .1 .5 290. * .0 .1 .2 .5 300. * .0 .1 .1 .3 310. * .0 .1 .1 .2 320. * .0 .2 .1 .1 330. * .0 .2 .1 .3 340. * .0 .2 .1 .2 350. * .0 .2 .1 .2 360. * .1 .1 .3 .1 ------*------MAX * .5 .4 .5 .5 DEGR. * 170 200 20 280
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: College Ave & 62nd St/Claremont Ave RUN: No Build 2015
DATE : 11/10/10 TIME : 17:30:47
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 441. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 514. 2.6 .0 32.0 3. NBQ * 512.0 464.0 512.0 424.3 * 40. 180. AG 13. 100.0 .0 24.0 .38 2.0 4. SBA * 494.0 1000.0 494.0 500.0 * 500. 180. AG 475. 2.6 .0 32.0 5. SBD * 494.0 500.0 494.0 .0 * 500. 180. AG 816. 2.6 .0 32.0 6. SBQ * 494.0 524.0 494.0 623.3 * 99. 360. AG 7. 100.0 .0 12.0 .81 5.0 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 572. 2.6 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 426. 2.6 .0 44.0 9. EBQ * 488.0 482.0 463.1 482.0 * 25. 270. AG 14. 100.0 .0 36.0 .23 1.3 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 683. 2.6 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 415. 2.6 .0 44.0 12. WBQ * 524.0 512.0 568.8 512.0 * 45. 90. AG 10. 100.0 .0 24.0 .41 2.3
PAGE 2 JOB: College Ave & 62nd St/Claremont Ave RUN: No Build 2015
DATE : 11/10/10 TIME : 17:30:47
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 33 3.0 441 1600 4.44 3 3 6. SBQ * 60 33 3.0 475 1600 4.44 3 3 9. EBQ * 60 24 3.0 572 1600 4.44 3 3 12. WBQ * 60 24 3.0 683 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 468.0 544.0 5.4 * 2. Rcpt_2 * 544.0 544.0 5.4 * 3. Rcpt_3 * 468.0 444.0 5.4 * 4. Rcpt_4 * 544.0 444.0 5.4 * PAGE 3 JOB: College Ave & 62nd St/Claremont Ave RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .1 .0 10. * .2 .0 .2 .0 20. * .2 .0 .1 .0 30. * .1 .0 .1 .0 40. * .1 .0 .1 .0 50. * .0 .0 .1 .0 60. * .0 .0 .2 .1 70. * .0 .0 .3 .2 80. * .0 .0 .3 .2 90. * .1 .1 .1 .0 100. * .1 .1 .1 .0 110. * .1 .1 .1 .0 120. * .1 .1 .1 .0 130. * .0 .1 .1 .0 140. * .0 .1 .1 .0 150. * .0 .1 .1 .0 160. * .2 .1 .2 .0 170. * .3 .1 .3 .0 180. * .1 .1 .1 .0 190. * .0 .3 .0 .2 200. * .0 .3 .0 .2 210. * .0 .2 .0 .2 220. * .0 .2 .0 .1 230. * .0 .0 .0 .1 240. * .2 .0 .0 .1 250. * .2 .1 .0 .1 260. * .2 .2 .0 .0 270. * .0 .0 .0 .1 280. * .0 .0 .1 .1 290. * .0 .0 .1 .2 300. * .0 .0 .1 .1 310. * .0 .0 .1 .0 320. * .0 .0 .0 .0 330. * .0 .1 .0 .0 340. * .0 .2 .0 .2 350. * .0 .2 .0 .2 360. * .0 .0 .1 .0 ------*------MAX * .3 .3 .3 .2 DEGR. * 170 190 70 70
THE HIGHEST CONCENTRATION OF .30 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: College Ave & 62nd St/Claremont Ave RUN: Build 2015
DATE : 11/10/10 TIME : 17:36: 9
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 450. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 546. 2.6 .0 32.0 3. NBQ * 512.0 464.0 512.0 429.6 * 34. 180. AG 11. 100.0 .0 24.0 .31 1.8 4. SBA * 494.0 1000.0 494.0 500.0 * 500. 180. AG 579. 2.6 .0 32.0 5. SBD * 494.0 500.0 494.0 .0 * 500. 180. AG 690. 2.6 .0 32.0 6. SBQ * 494.0 524.0 494.0 623.3 * 99. 360. AG 6. 100.0 .0 12.0 .81 5.0 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 599. 2.6 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 430. 2.6 .0 44.0 9. EBQ * 488.0 482.0 456.4 482.0 * 32. 270. AG 17. 100.0 .0 36.0 .29 1.6 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 425. 2.6 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 387. 2.6 .0 44.0 12. WBQ * 524.0 512.0 557.6 512.0 * 34. 90. AG 12. 100.0 .0 24.0 .31 1.7
PAGE 2 JOB: College Ave & 62nd St/Claremont Ave RUN: Build 2015
DATE : 11/10/10 TIME : 17:36: 9
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 28 3.0 450 1600 4.44 3 3 6. SBQ * 60 28 3.0 579 1600 4.44 3 3 9. EBQ * 60 29 3.0 599 1600 4.44 3 3 12. WBQ * 60 29 3.0 425 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 468.0 544.0 5.4 * 2. Rcpt_2 * 544.0 544.0 5.4 * 3. Rcpt_3 * 468.0 444.0 5.4 * 4. Rcpt_4 * 544.0 444.0 5.4 * PAGE 3 JOB: College Ave & 62nd St/Claremont Ave RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .0 .1 .0 10. * .2 .0 .2 .0 20. * .2 .0 .2 .0 30. * .2 .0 .1 .0 40. * .1 .0 .1 .0 50. * .1 .0 .1 .0 60. * .1 .0 .1 .0 70. * .0 .0 .2 .1 80. * .0 .0 .2 .1 90. * .0 .0 .1 .0 100. * .1 .1 .1 .0 110. * .1 .1 .1 .0 120. * .0 .1 .1 .0 130. * .1 .0 .1 .0 140. * .1 .0 .1 .0 150. * .0 .0 .1 .0 160. * .2 .0 .2 .0 170. * .2 .0 .2 .0 180. * .1 .0 .1 .0 190. * .0 .2 .0 .2 200. * .0 .2 .0 .2 210. * .0 .1 .0 .2 220. * .0 .0 .0 .1 230. * .0 .0 .0 .0 240. * .1 .1 .0 .0 250. * .2 .1 .0 .0 260. * .2 .2 .0 .0 270. * .0 .0 .0 .1 280. * .0 .0 .1 .1 290. * .0 .0 .1 .1 300. * .0 .0 .1 .0 310. * .0 .0 .1 .0 320. * .0 .1 .1 .0 330. * .0 .2 .0 .0 340. * .0 .2 .0 .2 350. * .0 .2 .0 .2 360. * .1 .0 .1 .0 ------*------MAX * .2 .2 .2 .2 DEGR. * 10 190 10 190
THE HIGHEST CONCENTRATION OF .20 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: College Avenue & 62nd St/Claremont Av RUN: No Build 2035
DATE : 11/11/10 TIME : 9:56: 5
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 613. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 624. .9 .0 32.0 3. NBQ * 512.0 464.0 512.0 417.1 * 47. 180. AG 4. 100.0 .0 24.0 .43 2.4 4. SBA * 494.0 1000.0 494.0 500.0 * 500. 180. AG 666. .9 .0 32.0 5. SBD * 494.0 500.0 494.0 .0 * 500. 180. AG 642. .9 .0 32.0 6. SBQ * 494.0 524.0 494.0 683.1 * 159. 360. AG 2. 100.0 .0 12.0 .93 8.1 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 676. .9 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 590. .9 .0 44.0 9. EBQ * 488.0 482.0 452.3 482.0 * 36. 270. AG 6. 100.0 .0 36.0 .32 1.8 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 562. .9 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 661. .9 .0 44.0 12. WBQ * 524.0 512.0 568.6 512.0 * 45. 90. AG 4. 100.0 .0 24.0 .41 2.3
PAGE 2 JOB: College Avenue & 62nd St/Claremont Av RUN: No Build 2035
DATE : 11/11/10 TIME : 9:56: 5
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 28 3.0 613 1600 1.49 3 3 6. SBQ * 60 28 3.0 666 1600 1.49 3 3 9. EBQ * 60 29 3.0 676 1600 1.49 3 3 12. WBQ * 60 29 3.0 562 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 468.0 544.0 5.4 * 2. Rcpt_2 * 544.0 544.0 5.4 * 3. Rcpt_3 * 468.0 444.0 5.4 * 4. Rcpt_4 * 544.0 444.0 5.4 * PAGE 3 JOB: College Avenue & 62nd St/Claremont Av RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .0 .0 .0 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .0 .0 .0 360. * .0 .0 .0 .0 ------*------MAX * .0 .0 .0 .0 DEGR. * 0 0 0 0
THE HIGHEST CONCENTRATION OF .00 PPM OCCURRED AT RECEPTOR . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: College Avenue & 62nd St/Claremont Av RUN: Build 2035
DATE : 11/10/10 TIME : 18:40:21
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 557. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 766. .9 .0 32.0 3. NBQ * 512.0 464.0 512.0 421.4 * 43. 180. AG 4. 100.0 .0 24.0 .39 2.2 4. SBA * 494.0 1000.0 494.0 500.0 * 500. 180. AG 1132. .9 .0 32.0 5. SBD * 494.0 500.0 494.0 .0 * 500. 180. AG 770. .9 .0 32.0 6. SBQ * 494.0 524.0 494.0 4968.9 * 4445. 360. AG 2. 100.0 .0 12.0 1.57 225.8 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 873. .9 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 656. .9 .0 44.0 9. EBQ * 488.0 482.0 441.9 482.0 * 46. 270. AG 6. 100.0 .0 36.0 .42 2.3 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 705. .9 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 1075. .9 .0 44.0 12. WBQ * 524.0 512.0 579.8 512.0 * 56. 90. AG 4. 100.0 .0 24.0 .51 2.8
PAGE 2 JOB: College Avenue & 62nd St/Claremont Av RUN: Build 2035
DATE : 11/10/10 TIME : 18:40:21
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 28 3.0 557 1600 1.49 3 3 6. SBQ * 60 28 3.0 1132 1600 1.49 3 3 9. EBQ * 60 29 3.0 873 1600 1.49 3 3 12. WBQ * 60 29 3.0 705 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 468.0 544.0 5.4 * 2. Rcpt_2 * 544.0 544.0 5.4 * 3. Rcpt_3 * 468.0 444.0 5.4 * 4. Rcpt_4 * 544.0 444.0 5.4 * PAGE 3 JOB: College Avenue & 62nd St/Claremont Av RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .0 .0 30. * .1 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .0 .0 .0 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .1 .0 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .0 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 260 10 280
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Telegraph Ave & 40th St RUN: Existing 2009
DATE : 11/ 1/10 TIME : 12:36:11
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1012. 4.5 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 987. 4.5 .0 44.0 3. NBQ * 518.0 464.0 518.0 416.1 * 48. 180. AG 29. 100.0 .0 36.0 .44 2.4 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 664. 4.5 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 642. 4.5 .0 44.0 6. SBQ * 482.0 536.0 482.0 567.4 * 31. 360. AG 29. 100.0 .0 36.0 .29 1.6 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 616. 4.5 .0 56.0 8. EBD * 500.0 482.0 100.0 482.0 * 400. 270. AG 497. 4.5 .0 44.0 9. EBQ * 464.0 482.0 429.3 482.0 * 35. 270. AG 34. 100.0 .0 36.0 .32 1.8 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 747. 4.5 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 913. 4.5 .0 44.0 12. WBQ * 536.0 518.0 578.2 518.0 * 42. 90. AG 34. 100.0 .0 36.0 .39 2.1
PAGE 2 JOB: Telegraph Ave & 40th St RUN: Existing 2009
DATE : 11/ 1/10 TIME : 12:36:11
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 26 3.0 1012 1600 8.27 3 3 6. SBQ * 60 26 3.0 664 1600 8.27 3 3 9. EBQ * 60 31 3.0 616 1600 8.27 3 3 12. WBQ * 60 31 3.0 747 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: Telegraph Ave & 40th St RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .5 .3 10. * .3 .0 .7 .2 20. * .4 .0 .7 .1 30. * .2 .0 .6 .1 40. * .2 .0 .4 .1 50. * .2 .0 .6 .1 60. * .2 .0 .4 .1 70. * .2 .0 .3 .1 80. * .3 .0 .3 .1 90. * .4 .1 .3 .0 100. * .5 .2 .3 .0 110. * .5 .2 .2 .0 120. * .4 .2 .2 .0 130. * .3 .1 .2 .0 140. * .3 .1 .2 .0 150. * .5 .2 .2 .0 160. * .5 .2 .4 .0 170. * .7 .2 .3 .0 180. * .4 .4 .1 .1 190. * .2 .6 .0 .4 200. * .3 .5 .0 .4 210. * .3 .4 .0 .3 220. * .3 .4 .0 .3 230. * .4 .4 .0 .3 240. * .4 .6 .0 .3 250. * .4 .7 .0 .3 260. * .3 .7 .0 .3 270. * .1 .4 .1 .5 280. * .0 .2 .4 .7 290. * .0 .2 .4 .6 300. * .0 .2 .3 .5 310. * .0 .3 .3 .2 320. * .0 .3 .3 .3 330. * .0 .3 .3 .4 340. * .0 .3 .4 .5 350. * .0 .4 .4 .6 360. * .1 .1 .5 .3 ------*------MAX * .7 .7 .7 .7 DEGR. * 170 260 10 280
THE HIGHEST CONCENTRATION OF .70 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Telegraph Ave & 40th St RUN: No Build 2015
DATE : 11/ 1/10 TIME : 12:49:50
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1143. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1125. 2.6 .0 44.0 3. NBQ * 518.0 464.0 518.0 414.0 * 50. 180. AG 14. 100.0 .0 36.0 .46 2.5 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 809. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 753. 2.6 .0 44.0 6. SBQ * 482.0 536.0 482.0 571.3 * 35. 360. AG 14. 100.0 .0 36.0 .33 1.8 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 675. 2.6 .0 56.0 8. EBD * 500.0 482.0 100.0 482.0 * 400. 270. AG 561. 2.6 .0 44.0 9. EBQ * 464.0 482.0 425.9 482.0 * 38. 270. AG 18. 100.0 .0 36.0 .35 1.9 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 786. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 974. 2.6 .0 44.0 12. WBQ * 536.0 518.0 583.3 518.0 * 47. 90. AG 20. 100.0 .0 36.0 .45 2.4
PAGE 2 JOB: Telegraph Ave & 40th St RUN: No Build 2015
DATE : 11/ 1/10 TIME : 12:49:50
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 24 3.0 1143 1600 4.44 3 3 6. SBQ * 60 24 3.0 809 1600 4.44 3 3 9. EBQ * 60 31 3.0 675 1600 4.44 3 3 12. WBQ * 60 33 3.0 786 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: Telegraph Ave & 40th St RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .4 .1 10. * .2 .0 .3 .0 20. * .2 .0 .3 .0 30. * .2 .0 .2 .1 40. * .2 .0 .3 .0 50. * .2 .0 .1 .1 60. * .2 .0 .3 .1 70. * .2 .0 .3 .1 80. * .2 .0 .3 .1 90. * .3 .1 .2 .0 100. * .3 .1 .2 .0 110. * .3 .1 .2 .0 120. * .2 .1 .2 .0 130. * .2 .1 .2 .0 140. * .3 .1 .2 .0 150. * .2 .1 .2 .0 160. * .3 .2 .2 .0 170. * .3 .2 .2 .0 180. * .2 .3 .0 .1 190. * .1 .5 .0 .3 200. * .1 .3 .0 .3 210. * .1 .4 .0 .2 220. * .1 .2 .0 .2 230. * .1 .2 .0 .1 240. * .2 .3 .0 .1 250. * .2 .4 .0 .1 260. * .1 .4 .0 .1 270. * .1 .2 .0 .2 280. * .0 .1 .3 .4 290. * .0 .1 .3 .4 300. * .0 .2 .3 .2 310. * .0 .2 .3 .2 320. * .0 .2 .2 .1 330. * .0 .2 .2 .3 340. * .0 .3 .1 .2 350. * .0 .3 .1 .3 360. * .1 .1 .4 .1 ------*------MAX * .3 .5 .4 .4 DEGR. * 90 190 0 280
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Telegraph Ave & 40th St RUN: Build 2015
DATE : 11/ 1/10 TIME : 13: 9:41
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 989. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 939. 2.6 .0 32.0 3. NBQ * 512.0 464.0 512.0 391.1 * 73. 180. AG 11. 100.0 .0 24.0 .66 3.7 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 634. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 603. 2.6 .0 32.0 6. SBQ * 488.0 536.0 488.0 582.8 * 47. 360. AG 11. 100.0 .0 24.0 .42 2.4 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 684. 2.6 .0 56.0 8. EBD * 500.0 482.0 100.0 482.0 * 400. 270. AG 574. 2.6 .0 44.0 9. EBQ * 476.0 482.0 438.6 482.0 * 37. 270. AG 18. 100.0 .0 36.0 .34 1.9 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 772. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 963. 2.6 .0 44.0 12. WBQ * 524.0 518.0 566.2 518.0 * 42. 90. AG 18. 100.0 .0 36.0 .39 2.1
PAGE 2 JOB: Telegraph Ave & 40th St RUN: Build 2015
DATE : 11/ 1/10 TIME : 13: 9:41
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 27 3.0 989 1600 4.44 3 3 6. SBQ * 60 27 3.0 634 1600 4.44 3 3 9. EBQ * 60 30 3.0 684 1600 4.44 3 3 12. WBQ * 60 30 3.0 772 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: Telegraph Ave & 40th St RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .2 .0 10. * .2 .0 .3 .0 20. * .2 .0 .4 .0 30. * .2 .0 .2 .0 40. * .2 .0 .2 .0 50. * .2 .0 .0 .1 60. * .1 .0 .2 .1 70. * .1 .0 .2 .1 80. * .1 .0 .2 .1 90. * .2 .1 .1 .0 100. * .2 .1 .1 .0 110. * .2 .1 .1 .0 120. * .0 .1 .1 .0 130. * .1 .1 .1 .0 140. * .2 .1 .1 .0 150. * .2 .1 .2 .0 160. * .3 .1 .2 .0 170. * .3 .1 .2 .0 180. * .1 .2 .0 .0 190. * .1 .3 .0 .1 200. * .1 .3 .0 .2 210. * .1 .2 .0 .1 220. * .1 .1 .0 .1 230. * .1 .2 .0 .1 240. * .2 .3 .0 .1 250. * .2 .4 .0 .1 260. * .1 .4 .0 .1 270. * .1 .2 .0 .2 280. * .0 .1 .3 .4 290. * .0 .1 .3 .4 300. * .0 .1 .3 .2 310. * .0 .1 .3 .2 320. * .0 .1 .3 .1 330. * .0 .2 .2 .2 340. * .0 .2 .2 .2 350. * .0 .1 .1 .2 360. * .0 .0 .2 .0 ------*------MAX * .3 .4 .4 .4 DEGR. * 160 250 20 280
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Telegraph Ave & 40th St RUN: No Build 2035
DATE : 11/10/10 TIME : 15: 5:54
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1431. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1248. .9 .0 44.0 3. NBQ * 518.0 464.0 518.0 406.6 * 57. 180. AG 4. 100.0 .0 36.0 .54 2.9 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1318. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1117. .9 .0 44.0 6. SBQ * 482.0 536.0 482.0 588.8 * 53. 360. AG 4. 100.0 .0 36.0 .50 2.7 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 753. .9 .0 56.0 8. EBD * 500.0 482.0 100.0 482.0 * 400. 270. AG 857. .9 .0 44.0 9. EBQ * 464.0 482.0 416.0 482.0 * 48. 270. AG 7. 100.0 .0 36.0 .47 2.4 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 971. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 1251. .9 .0 44.0 12. WBQ * 536.0 518.0 597.8 518.0 * 62. 90. AG 7. 100.0 .0 36.0 .61 3.1
PAGE 2 JOB: Telegraph Ave & 40th St RUN: No Build 2035
DATE : 11/10/10 TIME : 15: 5:54
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 22 3.0 1431 1600 1.49 3 3 6. SBQ * 60 22 3.0 1318 1600 1.49 3 3 9. EBQ * 60 35 3.0 753 1600 1.49 3 3 12. WBQ * 60 35 3.0 971 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: Telegraph Ave & 40th St RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .1 .0 30. * .1 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .0 .1 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .1 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .1 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .1 230. * .0 .0 .0 .0 240. * .1 .0 .0 .0 250. * .1 .1 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .1 .0 .0 340. * .0 .1 .0 .1 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 100 10 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Telegraph Ave & 40th St RUN: Build 2035
DATE : 11/ 1/10 TIME : 13:16:40
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 1018. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 1031. .9 .0 32.0 3. NBQ * 512.0 464.0 512.0 381.4 * 83. 180. AG 4. 100.0 .0 24.0 .74 4.2 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 811. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 739. .9 .0 32.0 6. SBQ * 488.0 536.0 488.0 595.8 * 60. 360. AG 4. 100.0 .0 24.0 .54 3.0 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 779. .9 .0 56.0 8. EBD * 500.0 482.0 100.0 482.0 * 400. 270. AG 728. .9 .0 44.0 9. EBQ * 476.0 482.0 433.5 482.0 * 42. 270. AG 6. 100.0 .0 36.0 .39 2.2 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 974. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 1174. .9 .0 44.0 12. WBQ * 524.0 518.0 577.1 518.0 * 53. 90. AG 6. 100.0 .0 36.0 .49 2.7
PAGE 2 JOB: Telegraph Ave & 40th St RUN: Build 2035
DATE : 11/ 1/10 TIME : 13:16:40
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 27 3.0 1108 1600 1.49 3 3 6. SBQ * 60 27 3.0 811 1600 1.49 3 3 9. EBQ * 60 30 3.0 779 1600 1.49 3 3 12. WBQ * 60 30 3.0 974 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: Telegraph Ave & 40th St RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .0 .1 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .0 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .1 .0 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .0 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .0 .1 DEGR. * 100 100 0 350
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Broadway & Grand Ave - PM RUN: Existing 2009
DATE : 11/ 1/10 TIME : 14: 5:34
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 524.0 .0 524.0 500.0 * 500. 360. AG 927. 4.5 .0 68.0 2. NBD * 524.0 500.0 524.0 1000.0 * 500. 360. AG 662. 4.5 .0 44.0 3. NBQ * 524.0 464.0 524.0 431.2 * 33. 180. AG 38. 100.0 .0 48.0 .30 1.7 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 513. 4.5 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 426. 4.5 .0 44.0 6. SBQ * 482.0 524.0 482.0 548.3 * 24. 360. AG 29. 100.0 .0 36.0 .22 1.2 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 735. 4.5 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 858. 4.5 .0 44.0 9. EBQ * 464.0 482.0 422.5 482.0 * 42. 270. AG 34. 100.0 .0 36.0 .38 2.1 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 441. 4.5 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 670. 4.5 .0 44.0 12. WBQ * 548.0 512.0 585.3 512.0 * 37. 90. AG 23. 100.0 .0 24.0 .34 1.9
PAGE 2 JOB: Broadway & Grand Ave - PM RUN: Existing 2009
DATE : 11/ 1/10 TIME : 14: 5:34
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 26 3.0 927 1600 8.27 3 3 6. SBQ * 60 26 3.0 513 1600 8.27 3 3 9. EBQ * 60 31 3.0 735 1600 8.27 3 3 12. WBQ * 60 31 3.0 441 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 544.0 5.4 * 2. Rcpt_2 * 568.0 544.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 568.0 444.0 5.4 * PAGE 3 JOB: Broadway & Grand Ave - PM RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .4 .2 10. * .3 .0 .5 .1 20. * .2 .0 .5 .1 30. * .2 .0 .4 .1 40. * .2 .0 .3 .1 50. * .2 .0 .2 .2 60. * .2 .0 .5 .3 70. * .2 .0 .6 .3 80. * .2 .0 .6 .3 90. * .4 .1 .4 .1 100. * .6 .2 .2 .0 110. * .7 .3 .2 .0 120. * .4 .2 .2 .0 130. * .4 .2 .2 .0 140. * .3 .2 .2 .0 150. * .4 .2 .2 .0 160. * .5 .3 .2 .0 170. * .5 .3 .2 .0 180. * .4 .4 .0 .1 190. * .3 .6 .0 .3 200. * .2 .6 .0 .3 210. * .2 .4 .0 .3 220. * .2 .3 .0 .1 230. * .2 .4 .0 .1 240. * .2 .3 .0 .1 250. * .3 .3 .0 .1 260. * .3 .4 .0 .2 270. * .1 .2 .1 .3 280. * .0 .1 .3 .5 290. * .0 .2 .3 .5 300. * .0 .2 .2 .4 310. * .0 .2 .2 .3 320. * .0 .2 .2 .3 330. * .0 .2 .3 .4 340. * .0 .2 .3 .4 350. * .0 .2 .3 .4 360. * .1 .1 .4 .2 ------*------MAX * .7 .6 .6 .5 DEGR. * 110 190 70 280
THE HIGHEST CONCENTRATION OF .70 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Broadway & Grand Ave - PM RUN: No Build 2015
DATE : 11/ 1/10 TIME : 14:10: 7
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 524.0 .0 524.0 500.0 * 500. 360. AG 985. 2.6 .0 68.0 2. NBD * 524.0 500.0 524.0 1000.0 * 500. 360. AG 706. 2.6 .0 44.0 3. NBQ * 524.0 464.0 524.0 427.7 * 36. 180. AG 21. 100.0 .0 48.0 .33 1.8 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 550. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 445. 2.6 .0 44.0 6. SBQ * 482.0 524.0 482.0 551.0 * 27. 360. AG 16. 100.0 .0 36.0 .25 1.4 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 898. 2.6 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1062. 2.6 .0 44.0 9. EBQ * 464.0 482.0 415.0 482.0 * 49. 270. AG 18. 100.0 .0 36.0 .45 2.5 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 493. 2.6 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 713. 2.6 .0 44.0 12. WBQ * 548.0 512.0 588.4 512.0 * 40. 90. AG 12. 100.0 .0 24.0 .37 2.0
PAGE 2 JOB: Broadway & Grand Ave - PM RUN: No Build 2015
DATE : 11/ 1/10 TIME : 14:10: 7
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 27 3.0 985 1600 4.44 3 3 6. SBQ * 60 27 3.0 550 1600 4.44 3 3 9. EBQ * 60 30 3.0 898 1600 4.44 3 3 12. WBQ * 60 30 3.0 493 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 544.0 5.4 * 2. Rcpt_2 * 568.0 544.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 568.0 444.0 5.4 * PAGE 3 JOB: Broadway & Grand Ave - PM RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .1 .1 10. * .1 .0 .3 .1 20. * .2 .0 .3 .1 30. * .2 .0 .2 .1 40. * .1 .0 .1 .1 50. * .0 .0 .1 .1 60. * .0 .0 .2 .1 70. * .0 .0 .2 .1 80. * .0 .0 .3 .2 90. * .0 .0 .2 .1 100. * .2 .2 .1 .0 110. * .2 .2 .1 .0 120. * .2 .2 .1 .0 130. * .2 .2 .1 .0 140. * .2 .1 .1 .0 150. * .3 .1 .1 .0 160. * .4 .1 .2 .0 170. * .4 .1 .2 .0 180. * .2 .2 .0 .1 190. * .2 .3 .0 .2 200. * .2 .2 .0 .1 210. * .2 .2 .0 .1 220. * .2 .2 .0 .1 230. * .2 .0 .0 .1 240. * .2 .1 .0 .1 250. * .2 .2 .0 .1 260. * .2 .2 .0 .2 270. * .1 .1 .1 .3 280. * .0 .0 .3 .4 290. * .0 .0 .2 .3 300. * .0 .1 .2 .3 310. * .0 .1 .2 .2 320. * .0 .1 .1 .2 330. * .0 .1 .1 .2 340. * .0 .1 .1 .2 350. * .0 .1 .1 .2 360. * .0 .0 .1 .1 ------*------MAX * .4 .3 .3 .4 DEGR. * 160 190 10 280
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Broadway & Grand Ave - PM RUN: Build 2015
DATE : 11/ 1/10 TIME : 14:17:30
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 524.0 .0 524.0 500.0 * 500. 360. AG 1117. 2.6 .0 68.0 2. NBD * 524.0 500.0 524.0 1000.0 * 500. 360. AG 711. 2.6 .0 44.0 3. NBQ * 524.0 464.0 524.0 422.8 * 41. 180. AG 21. 100.0 .0 48.0 .37 2.1 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 596. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 619. 2.6 .0 44.0 6. SBQ * 482.0 524.0 482.0 553.2 * 29. 360. AG 16. 100.0 .0 36.0 .27 1.5 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1021. 2.6 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1065. 2.6 .0 44.0 9. EBQ * 464.0 482.0 408.2 482.0 * 56. 270. AG 18. 100.0 .0 36.0 .51 2.8 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 513. 2.6 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 852. 2.6 .0 44.0 12. WBQ * 548.0 512.0 590.0 512.0 * 42. 90. AG 12. 100.0 .0 24.0 .38 2.1
PAGE 2 JOB: Broadway & Grand Ave - PM RUN: Build 2015
DATE : 11/ 1/10 TIME : 14:17:30
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 27 3.0 1117 1600 4.44 3 3 6. SBQ * 60 27 3.0 596 1600 4.44 3 3 9. EBQ * 60 30 3.0 1021 1600 4.44 3 3 12. WBQ * 60 30 3.0 513 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 544.0 5.4 * 2. Rcpt_2 * 568.0 544.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 568.0 444.0 5.4 * PAGE 3 JOB: Broadway & Grand Ave - PM RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .2 .1 10. * .1 .0 .3 .1 20. * .2 .0 .4 .1 30. * .2 .0 .2 .1 40. * .1 .0 .1 .1 50. * .1 .0 .2 .1 60. * .0 .0 .2 .1 70. * .0 .0 .3 .1 80. * .0 .0 .3 .2 90. * .1 .0 .2 .1 100. * .2 .2 .1 .0 110. * .2 .2 .1 .0 120. * .2 .2 .1 .0 130. * .3 .2 .2 .0 140. * .2 .1 .2 .0 150. * .3 .1 .2 .0 160. * .4 .1 .2 .0 170. * .4 .1 .2 .0 180. * .2 .2 .0 .1 190. * .2 .3 .0 .2 200. * .2 .3 .0 .3 210. * .2 .2 .0 .1 220. * .2 .2 .0 .1 230. * .2 .1 .0 .1 240. * .2 .2 .0 .1 250. * .2 .2 .0 .1 260. * .3 .2 .0 .2 270. * .1 .1 .1 .3 280. * .0 .0 .3 .5 290. * .0 .0 .3 .3 300. * .0 .1 .2 .4 310. * .0 .1 .2 .2 320. * .0 .1 .2 .2 330. * .0 .1 .2 .3 340. * .0 .2 .2 .3 350. * .0 .1 .1 .2 360. * .0 .0 .2 .1 ------*------MAX * .4 .3 .4 .5 DEGR. * 160 190 20 280
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Broadway & Grand Ave - PM RUN: No Build 2035
DATE : 11/10/10 TIME : 14:40:38
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 524.0 .0 524.0 500.0 * 500. 360. AG 1125. .9 .0 68.0 2. NBD * 524.0 500.0 524.0 1000.0 * 500. 360. AG 837. .9 .0 44.0 3. NBQ * 524.0 464.0 524.0 419.4 * 45. 180. AG 8. 100.0 .0 48.0 .41 2.3 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 739. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 616. .9 .0 44.0 6. SBQ * 482.0 524.0 482.0 563.0 * 39. 360. AG 6. 100.0 .0 36.0 .35 2.0 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1059. .9 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1391. .9 .0 44.0 9. EBQ * 464.0 482.0 410.0 482.0 * 54. 270. AG 6. 100.0 .0 36.0 .49 2.7 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 905. .9 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 984. .9 .0 44.0 12. WBQ * 548.0 512.0 617.2 512.0 * 69. 90. AG 4. 100.0 .0 24.0 .63 3.5
PAGE 2 JOB: Broadway & Grand Ave - PM RUN: No Build 2035
DATE : 11/10/10 TIME : 14:40:38
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 29 3.0 1125 1600 1.49 3 3 6. SBQ * 60 29 3.0 739 1600 1.49 3 3 9. EBQ * 60 28 3.0 1059 1600 1.49 3 3 12. WBQ * 60 28 3.0 905 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 544.0 5.4 * 2. Rcpt_2 * 568.0 544.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 568.0 444.0 5.4 * PAGE 3 JOB: Broadway & Grand Ave - PM RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .2 .1 .0 .0 110. * .1 .2 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .1 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .1 .0 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .0 .0 .0 360. * .0 .0 .0 .0 ------*------MAX * .2 .2 .1 .1 DEGR. * 100 110 70 60
THE HIGHEST CONCENTRATION OF .20 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Broadway & Grand Ave - PM RUN: Build 2035
DATE : 11/ 1/10 TIME : 14:33: 3
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 524.0 .0 524.0 500.0 * 500. 360. AG 1253. .9 .0 68.0 2. NBD * 524.0 500.0 524.0 1000.0 * 500. 360. AG 836. .9 .0 44.0 3. NBQ * 524.0 464.0 524.0 414.4 * 50. 180. AG 8. 100.0 .0 48.0 .45 2.5 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 749. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 728. .9 .0 44.0 6. SBQ * 482.0 524.0 482.0 563.5 * 39. 360. AG 6. 100.0 .0 36.0 .36 2.0 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1162. .9 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1385. .9 .0 44.0 9. EBQ * 464.0 482.0 404.7 482.0 * 59. 270. AG 6. 100.0 .0 36.0 .54 3.0 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 897. .9 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 1112. .9 .0 44.0 12. WBQ * 548.0 512.0 616.6 512.0 * 69. 90. AG 4. 100.0 .0 24.0 .62 3.5
PAGE 2 JOB: Broadway & Grand Ave - PM RUN: Build 2035
DATE : 11/ 1/10 TIME : 14:33: 3
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 29 3.0 1253 1600 1.49 3 3 6. SBQ * 60 29 3.0 749 1600 1.49 3 3 9. EBQ * 60 28 3.0 1162 1600 1.49 3 3 12. WBQ * 60 28 3.0 897 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 544.0 5.4 * 2. Rcpt_2 * 568.0 544.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 568.0 444.0 5.4 * PAGE 3 JOB: Broadway & Grand Ave - PM RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .2 .1 .0 .0 110. * .1 .1 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .1 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .1 .0 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .0 .0 .0 360. * .0 .0 .0 .0 ------*------MAX * .2 .1 .1 .1 DEGR. * 100 100 70 60
THE HIGHEST CONCENTRATION OF .20 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Existing 2009
DATE : 11/ 2/10 TIME : 9:58:54
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 405. 4.5 .0 25.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 327. 4.5 .0 32.0 3. NBQ * 512.0 476.0 512.0 439.5 * 36. 180. AG 24. 100.0 .0 24.0 .34 1.9 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 352. 4.5 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 366. 4.5 .0 32.0 6. SBQ * 488.0 512.0 488.0 543.8 * 32. 360. AG 24. 100.0 .0 24.0 .30 1.6 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 734. 4.5 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 718. 4.5 .0 44.0 9. EBQ * 476.0 488.0 427.8 488.0 * 48. 270. AG 18. 100.0 .0 24.0 .44 2.4 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 343. 4.5 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 423. 4.5 .0 32.0 12. WBQ * 524.0 506.0 569.0 506.0 * 45. 90. AG 9. 100.0 .0 12.0 .42 2.3
PAGE 2 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Existing 2009
DATE : 11/ 2/10 TIME : 9:58:54
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 33 3.0 405 1600 8.27 3 3 6. SBQ * 60 33 3.0 352 1600 8.27 3 3 9. EBQ * 60 24 3.0 734 1600 8.27 3 3 12. WBQ * 60 24 3.0 343 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 532.0 5.4 * 2. Rcpt_2 * 544.0 534.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 544.0 456.0 5.4 * PAGE 3 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .0 .2 .1 10. * .2 .0 .3 .1 20. * .2 .0 .3 .1 30. * .1 .0 .1 .1 40. * .1 .0 .1 .1 50. * .1 .0 .2 .1 60. * .1 .0 .4 .3 70. * .0 .0 .2 .3 80. * .1 .0 .3 .3 90. * .3 .2 .2 .1 100. * .4 .3 .0 .0 110. * .4 .3 .0 .0 120. * .2 .2 .1 .0 130. * .2 .2 .1 .0 140. * .2 .2 .1 .0 150. * .4 .2 .2 .0 160. * .4 .1 .2 .0 170. * .4 .1 .2 .0 180. * .3 .2 .0 .0 190. * .2 .3 .0 .2 200. * .2 .3 .0 .2 210. * .2 .4 .0 .2 220. * .2 .2 .0 .1 230. * .2 .1 .0 .1 240. * .2 .1 .0 .1 250. * .3 .3 .0 .2 260. * .3 .3 .0 .1 270. * .2 .2 .1 .2 280. * .0 .0 .3 .4 290. * .0 .0 .3 .5 300. * .0 .0 .3 .4 310. * .0 .1 .2 .2 320. * .0 .1 .1 .1 330. * .0 .2 .1 .2 340. * .0 .2 .1 .3 350. * .0 .2 .1 .3 360. * .1 .0 .2 .1 ------*------MAX * .4 .4 .4 .5 DEGR. * 100 210 60 290
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Foothill Blvd & Fruitvale Ave - PM RUN: No Build 2015
DATE : 11/ 2/10 TIME : 10: 4:30
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 422. 2.6 .0 25.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 336. 2.6 .0 32.0 3. NBQ * 512.0 476.0 512.0 439.1 * 37. 180. AG 13. 100.0 .0 24.0 .34 1.9 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 476. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 424. 2.6 .0 32.0 6. SBQ * 488.0 512.0 488.0 553.6 * 42. 360. AG 13. 100.0 .0 24.0 .39 2.1 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 770. 2.6 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 741. 2.6 .0 44.0 9. EBQ * 476.0 488.0 423.4 488.0 * 53. 270. AG 10. 100.0 .0 24.0 .48 2.7 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 381. 2.6 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 548. 4.4 .0 32.0 12. WBQ * 524.0 506.0 576.1 506.0 * 52. 90. AG 5. 100.0 .0 12.0 .48 2.6
PAGE 2 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: No Build 2015
DATE : 11/ 2/10 TIME : 10: 4:30
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 32 3.0 422 1600 4.44 3 3 6. SBQ * 60 32 3.0 476 1600 4.44 3 3 9. EBQ * 60 25 3.0 770 1600 4.44 3 3 12. WBQ * 60 25 3.0 381 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 532.0 5.4 * 2. Rcpt_2 * 544.0 534.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 544.0 456.0 5.4 * PAGE 3 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .2 .1 10. * .1 .0 .3 .1 20. * .1 .0 .3 .1 30. * .1 .0 .2 .1 40. * .0 .0 .1 .1 50. * .0 .0 .1 .1 60. * .0 .0 .1 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .1 .1 100. * .2 .2 .0 .0 110. * .1 .2 .0 .0 120. * .2 .1 .0 .0 130. * .1 .1 .0 .0 140. * .1 .1 .0 .0 150. * .2 .1 .0 .0 160. * .3 .1 .1 .0 170. * .3 .0 .1 .0 180. * .2 .1 .0 .0 190. * .2 .1 .0 .1 200. * .2 .2 .0 .1 210. * .2 .1 .0 .0 220. * .2 .0 .0 .0 230. * .2 .0 .0 .0 240. * .2 .2 .0 .0 250. * .2 .2 .0 .0 260. * .3 .3 .0 .0 270. * .1 .1 .1 .1 280. * .0 .0 .2 .2 290. * .0 .0 .2 .2 300. * .0 .0 .2 .2 310. * .0 .0 .2 .2 320. * .0 .0 .2 .1 330. * .0 .0 .2 .1 340. * .0 .1 .2 .2 350. * .0 .1 .2 .3 360. * .0 .0 .2 .1 ------*------MAX * .3 .3 .3 .3 DEGR. * 160 260 10 350
THE HIGHEST CONCENTRATION OF .30 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Build 2015
DATE : 11/ 2/10 TIME : 10:10:37
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 423. 2.6 .0 25.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 333. 2.6 .0 32.0 3. NBQ * 512.0 476.0 512.0 437.9 * 38. 180. AG 13. 100.0 .0 24.0 .36 1.9 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 403. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 429. 2.6 .0 32.0 6. SBQ * 488.0 512.0 488.0 548.3 * 36. 360. AG 13. 100.0 .0 24.0 .34 1.8 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 746. 2.6 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 738. 2.6 .0 44.0 9. EBQ * 476.0 488.0 427.0 488.0 * 49. 270. AG 10. 100.0 .0 24.0 .45 2.5 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 387. 2.6 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 459. 4.4 .0 32.0 12. WBQ * 524.0 506.0 574.8 506.0 * 51. 90. AG 5. 100.0 .0 12.0 .47 2.6
PAGE 2 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Build 2015
DATE : 11/ 2/10 TIME : 10:10:37
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 33 3.0 423 1600 4.44 3 3 6. SBQ * 60 33 3.0 403 1600 4.44 3 3 9. EBQ * 60 24 3.0 746 1600 4.44 3 3 12. WBQ * 60 24 3.0 387 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 532.0 5.4 * 2. Rcpt_2 * 544.0 534.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 544.0 456.0 5.4 * PAGE 3 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .1 .1 10. * .1 .0 .2 .1 20. * .1 .0 .2 .1 30. * .0 .0 .1 .1 40. * .0 .0 .1 .1 50. * .0 .0 .1 .1 60. * .0 .0 .1 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .1 .1 100. * .2 .2 .0 .0 110. * .1 .2 .0 .0 120. * .2 .1 .0 .0 130. * .1 .1 .0 .0 140. * .1 .1 .0 .0 150. * .2 .1 .0 .0 160. * .3 .1 .1 .0 170. * .2 .0 .1 .0 180. * .2 .1 .0 .0 190. * .1 .1 .0 .1 200. * .2 .2 .0 .1 210. * .2 .1 .0 .0 220. * .2 .0 .0 .0 230. * .2 .0 .0 .0 240. * .2 .2 .0 .0 250. * .2 .2 .0 .0 260. * .3 .2 .0 .0 270. * .1 .1 .1 .1 280. * .0 .0 .2 .2 290. * .0 .0 .2 .2 300. * .0 .0 .2 .2 310. * .0 .0 .2 .1 320. * .0 .0 .2 .1 330. * .0 .0 .2 .1 340. * .0 .0 .2 .1 350. * .0 .1 .1 .2 360. * .0 .0 .1 .1 ------*------MAX * .3 .2 .2 .2 DEGR. * 160 100 10 280
THE HIGHEST CONCENTRATION OF .30 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Foothill Blvd & Fruitvale Ave - PM RUN: No Build 2035
DATE : 11/10/10 TIME : 14:17:36
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 515. .9 .0 25.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 506. .9 .0 32.0 3. NBQ * 512.0 476.0 512.0 429.6 * 46. 180. AG 4. 100.0 .0 24.0 .44 2.4 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 536. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 600. .9 .0 32.0 6. SBQ * 488.0 512.0 488.0 560.4 * 48. 360. AG 4. 100.0 .0 24.0 .46 2.5 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 1045. .9 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 891. .9 .0 44.0 9. EBQ * 476.0 488.0 407.5 488.0 * 69. 270. AG 3. 100.0 .0 24.0 .63 3.5 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 403. .9 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 502. .9 .0 32.0 12. WBQ * 524.0 506.0 576.9 506.0 * 53. 90. AG 2. 100.0 .0 12.0 .49 2.7
PAGE 2 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: No Build 2035
DATE : 11/10/10 TIME : 14:17:36
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 33 3.0 515 1600 1.49 3 3 6. SBQ * 60 33 3.0 536 1600 1.49 3 3 9. EBQ * 60 24 3.0 1045 1600 1.49 3 3 12. WBQ * 60 24 3.0 403 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 532.0 5.4 * 2. Rcpt_2 * 544.0 534.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 544.0 456.0 5.4 * PAGE 3 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .0 .0 .0 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .0 .0 .0 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 260 260 80 80
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Build 2035
DATE : 11/ 2/10 TIME : 10:19:36
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 545. .9 .0 25.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 393. .9 .0 32.0 3. NBQ * 512.0 476.0 512.0 428.4 * 48. 180. AG 4. 100.0 .0 24.0 .44 2.4 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 522. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 628. .9 .0 32.0 6. SBQ * 488.0 512.0 488.0 557.7 * 46. 360. AG 4. 100.0 .0 24.0 .43 2.3 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 937. .9 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 885. .9 .0 44.0 9. EBQ * 476.0 488.0 412.0 488.0 * 64. 270. AG 3. 100.0 .0 24.0 .59 3.3 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 413. .9 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 511. .9 .0 32.0 12. WBQ * 524.0 506.0 580.5 506.0 * 56. 90. AG 2. 100.0 .0 12.0 .52 2.9
PAGE 2 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Build 2035
DATE : 11/ 2/10 TIME : 10:19:36
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 32 3.0 545 1600 1.49 3 3 6. SBQ * 60 32 3.0 522 1600 1.49 3 3 9. EBQ * 60 25 3.0 937 1600 1.49 3 3 12. WBQ * 60 25 3.0 413 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 532.0 5.4 * 2. Rcpt_2 * 544.0 534.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 544.0 456.0 5.4 * PAGE 3 JOB: Foothill Blvd & Fruitvale Ave - PM RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .0 .0 .0 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .0 .0 .0 360. * .0 .0 .0 .0 ------*------MAX * .0 .0 .1 .1 DEGR. * 0 0 80 80
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Seminary Ave - PM RUN: Existing 2009
DATE : 11/ 2/10 TIME : 11:10:20
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 862. 4.5 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 854. 4.5 .0 44.0 3. NBQ * 518.0 488.0 518.0 463.5 * 24. 180. AG 16. 100.0 .0 36.0 .29 1.2 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1033. 4.5 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 990. 4.5 .0 44.0 6. SBQ * 482.0 512.0 482.0 538.3 * 26. 360. AG 16. 100.0 .0 36.0 .31 1.3 7. EBA * .0 494.0 500.0 494.0 * 500. 90. AG 271. 4.5 .0 32.0 8. EBD * 500.0 494.0 1000.0 494.0 * 500. 90. AG 379. 4.5 .0 32.0 9. EBQ * 464.0 494.0 377.2 494.0 * 87. 270. AG 16. 100.0 .0 12.0 .85 4.4 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 342. 4.5 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 285. 4.5 .0 32.0 12. WBQ * 536.0 506.0 936.5 506.0 * 401. 90. AG 16. 100.0 .0 12.0 1.07 20.3
PAGE 2 JOB: International Blvd & Seminary Ave - PM RUN: Existing 2009
DATE : 11/ 2/10 TIME : 11:10:20
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 14 3.0 962 1600 8.27 3 3 6. SBQ * 60 14 3.0 1033 1600 8.27 3 3 9. EBQ * 60 43 3.0 271 1600 8.27 3 3 12. WBQ * 60 43 3.0 342 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 532.0 5.4 * 2. Rcpt_2 * 556.0 532.0 5.4 * 3. Rcpt_3 * 444.0 468.0 5.4 * 4. Rcpt_4 * 556.0 468.0 5.4 * PAGE 3 JOB: International Blvd & Seminary Ave - PM RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .2 .2 10. * .4 .0 .4 .1 20. * .4 .0 .3 .1 30. * .3 .0 .3 .1 40. * .3 .0 .3 .1 50. * .3 .0 .3 .2 60. * .2 .0 .2 .3 70. * .2 .0 .4 .3 80. * .2 .0 .5 .3 90. * .3 .1 .3 .1 100. * .5 .3 .2 .0 110. * .4 .3 .2 .0 120. * .2 .3 .2 .0 130. * .4 .3 .3 .0 140. * .3 .2 .3 .0 150. * .3 .2 .3 .0 160. * .3 .0 .3 .0 170. * .4 .0 .4 .0 180. * .1 .1 .1 .1 190. * .0 .4 .0 .4 200. * .0 .4 .0 .4 210. * .0 .4 .0 .3 220. * .0 .4 .0 .2 230. * .1 .4 .0 .2 240. * .1 .3 .0 .2 250. * .2 .3 .0 .2 260. * .2 .4 .0 .2 270. * .0 .3 .0 .3 280. * .0 .2 .2 .4 290. * .0 .2 .2 .3 300. * .0 .2 .3 .3 310. * .0 .2 .2 .4 320. * .0 .2 .0 .4 330. * .0 .3 .0 .3 340. * .0 .4 .0 .5 350. * .0 .3 .0 .5 360. * .1 .1 .2 .2 ------*------MAX * .5 .4 .5 .5 DEGR. * 100 190 80 340
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Seminary Ave - PM RUN: No Build 2015
DATE : 11/ 2/10 TIME : 11:16:33
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 926. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 948. 2.6 .0 44.0 3. NBQ * 518.0 488.0 518.0 464.4 * 24. 180. AG 8. 100.0 .0 36.0 .28 1.2 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1110. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1044. 2.6 .0 44.0 6. SBQ * 482.0 512.0 482.0 540.3 * 28. 360. AG 8. 100.0 .0 36.0 .34 1.4 7. EBA * .0 494.0 500.0 494.0 * 500. 90. AG 326. 2.6 .0 32.0 8. EBD * 500.0 494.0 1000.0 494.0 * 500. 90. AG 425. 2.6 .0 32.0 9. EBQ * 464.0 494.0 229.1 494.0 * 235. 270. AG 9. 100.0 .0 12.0 1.02 11.9 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 366. 2.6 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 311. 2.6 .0 32.0 12. WBQ * 536.0 506.0 1184.9 506.0 * 649. 90. AG 9. 100.0 .0 12.0 1.15 33.0
PAGE 2 JOB: International Blvd & Seminary Ave - PM RUN: No Build 2015
DATE : 11/ 2/10 TIME : 11:16:33
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 14 3.0 926 1600 4.44 3 3 6. SBQ * 60 14 3.0 1110 1600 4.44 3 3 9. EBQ * 60 43 3.0 326 1600 4.44 3 3 12. WBQ * 60 43 3.0 366 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 532.0 5.4 * 2. Rcpt_2 * 556.0 532.0 5.4 * 3. Rcpt_3 * 444.0 468.0 5.4 * 4. Rcpt_4 * 556.0 468.0 5.4 * PAGE 3 JOB: International Blvd & Seminary Ave - PM RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .1 .1 10. * .3 .0 .3 .0 20. * .3 .0 .2 .0 30. * .2 .0 .2 .0 40. * .2 .0 .2 .0 50. * .2 .0 .1 .0 60. * .2 .0 .1 .1 70. * .2 .0 .1 .1 80. * .2 .0 .4 .2 90. * .2 .0 .2 .0 100. * .3 .3 .2 .0 110. * .1 .2 .2 .0 120. * .1 .0 .2 .0 130. * .2 .0 .2 .0 140. * .2 .0 .2 .0 150. * .2 .0 .2 .0 160. * .2 .0 .2 .0 170. * .3 .0 .3 .0 180. * .1 .1 .1 .1 190. * .0 .3 .0 .3 200. * .0 .2 .0 .2 210. * .0 .2 .0 .2 220. * .0 .2 .0 .2 230. * .0 .1 .0 .2 240. * .0 .1 .0 .2 250. * .0 .1 .0 .2 260. * .1 .3 .0 .2 270. * .0 .2 .0 .2 280. * .0 .2 .1 .3 290. * .0 .2 .1 .1 300. * .0 .2 .0 .2 310. * .0 .2 .0 .1 320. * .0 .2 .0 .2 330. * .0 .2 .0 .2 340. * .0 .2 .0 .2 350. * .0 .2 .0 .3 360. * .1 .1 .1 .1 ------*------MAX * .3 .3 .4 .3 DEGR. * 10 100 80 190
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Seminary Ave - PM RUN: Build 2015
DATE : 11/ 2/10 TIME : 11:32: 2
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 815. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 823. 2.6 .0 32.0 3. NBQ * 512.0 488.0 512.0 445.7 * 42. 180. AG 8. 100.0 .0 24.0 .42 2.1 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 589. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 546. 2.6 .0 32.0 6. SBQ * 488.0 512.0 488.0 542.5 * 31. 360. AG 8. 100.0 .0 24.0 .31 1.6 7. EBA * .0 494.0 500.0 494.0 * 500. 90. AG 330. 2.6 .0 32.0 8. EBD * 500.0 494.0 1000.0 494.0 * 500. 90. AG 433. 2.6 .0 32.0 9. EBQ * 476.0 494.0 403.0 494.0 * 73. 270. AG 8. 100.0 .0 12.0 .73 3.7 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 359. 2.6 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 291. 2.6 .0 32.0 12. WBQ * 524.0 506.0 610.6 506.0 * 87. 90. AG 8. 100.0 .0 12.0 .79 4.4
PAGE 2 JOB: International Blvd & Seminary Ave - PM RUN: Build 2015
DATE : 11/ 2/10 TIME : 11:32: 2
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 19 3.0 815 1600 4.44 3 3 6. SBQ * 60 19 3.0 589 1600 4.44 3 3 9. EBQ * 60 38 3.0 330 1600 4.44 3 3 12. WBQ * 60 38 3.0 359 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 532.0 5.4 * 2. Rcpt_2 * 544.0 532.0 5.4 * 3. Rcpt_3 * 456.0 468.0 5.4 * 4. Rcpt_4 * 544.0 468.0 5.4 * PAGE 3 JOB: International Blvd & Seminary Ave - PM RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .1 .1 10. * .2 .0 .2 .0 20. * .2 .0 .2 .0 30. * .2 .0 .2 .0 40. * .2 .0 .1 .0 50. * .2 .0 .0 .0 60. * .1 .0 .0 .1 70. * .1 .0 .1 .1 80. * .0 .0 .2 .2 90. * .0 .0 .1 .0 100. * .2 .2 .0 .0 110. * .1 .2 .1 .0 120. * .0 .0 .1 .0 130. * .0 .0 .1 .0 140. * .1 .0 .2 .0 150. * .2 .0 .2 .0 160. * .2 .0 .2 .0 170. * .2 .0 .2 .0 180. * .0 .1 .0 .1 190. * .0 .3 .0 .2 200. * .0 .2 .0 .2 210. * .0 .1 .0 .1 220. * .0 .0 .0 .1 230. * .0 .1 .0 .1 240. * .0 .1 .0 .1 250. * .0 .1 .0 .1 260. * .1 .3 .0 .1 270. * .0 .1 .0 .1 280. * .0 .1 .1 .2 290. * .0 .1 .1 .1 300. * .0 .1 .0 .1 310. * .0 .1 .0 .1 320. * .0 .1 .0 .0 330. * .0 .2 .0 .2 340. * .0 .2 .0 .2 350. * .0 .2 .0 .2 360. * .1 .1 .1 .1 ------*------MAX * .2 .3 .2 .2 DEGR. * 10 190 10 80
THE HIGHEST CONCENTRATION OF .30 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Seminary Ave - PM RUN: No Build 2035
DATE : 11/10/10 TIME : 13:32:53
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1249. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1284. .9 .0 44.0 3. NBQ * 518.0 488.0 518.0 463.0 * 25. 180. AG 2. 100.0 .0 36.0 .35 1.3 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1508. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1429. .9 .0 44.0 6. SBQ * 482.0 512.0 482.0 542.2 * 30. 360. AG 2. 100.0 .0 36.0 .43 1.5 7. EBA * .0 494.0 500.0 494.0 * 500. 90. AG 272. .9 .0 32.0 8. EBD * 500.0 494.0 1000.0 494.0 * 500. 90. AG 438. .9 .0 32.0 9. EBQ * 464.0 494.0 -15.4 494.0 * 479. 270. AG 3. 100.0 .0 12.0 1.14 24.4 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 405. .9 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 283. .9 .0 32.0 12. WBQ * 536.0 506.0 2400.0 506.0 * 1864. 90. AG 3. 100.0 .0 12.0 1.69 94.7
PAGE 2 JOB: International Blvd & Seminary Ave - PM RUN: No Build 2035
DATE : 11/10/10 TIME : 13:32:53
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 11 3.0 1249 1600 1.49 3 3 6. SBQ * 60 11 3.0 1508 1600 1.49 3 3 9. EBQ * 60 46 3.0 272 1600 1.49 3 3 12. WBQ * 60 46 3.0 405 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 532.0 5.4 * 2. Rcpt_2 * 556.0 532.0 5.4 * 3. Rcpt_3 * 444.0 468.0 5.4 * 4. Rcpt_4 * 556.0 468.0 5.4 * PAGE 3 JOB: International Blvd & Seminary Ave - PM RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .1 .0 30. * .1 .0 .0 .0 40. * .1 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .1 .0 160. * .1 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .1 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .1 .0 .0 340. * .0 .2 .0 .2 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .2 .1 .2 DEGR. * 10 340 10 340
THE HIGHEST CONCENTRATION OF .20 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Seminary Ave - PM RUN: Build 2035
DATE : 11/ 2/10 TIME : 11:39:34
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 910. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 946. .9 .0 32.0 3. NBQ * 512.0 488.0 512.0 443.2 * 45. 180. AG 2. 100.0 .0 24.0 .46 2.3 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 696. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 688. .9 .0 32.0 6. SBQ * 488.0 512.0 488.0 546.3 * 34. 360. AG 2. 100.0 .0 24.0 .35 1.7 7. EBA * .0 494.0 500.0 494.0 * 500. 90. AG 384. .9 .0 32.0 8. EBD * 500.0 494.0 1000.0 494.0 * 500. 90. AG 457. .9 .0 32.0 9. EBQ * 476.0 494.0 354.4 494.0 * 122. 270. AG 3. 100.0 .0 12.0 .90 6.2 10. WBA * 1000.0 506.0 500.0 506.0 * 500. 270. AG 386. .9 .0 32.0 11. WBD * 500.0 506.0 .0 506.0 * 500. 270. AG 285. .9 .0 32.0 12. WBQ * 524.0 506.0 647.9 506.0 * 124. 90. AG 3. 100.0 .0 12.0 .91 6.3
PAGE 2 JOB: International Blvd & Seminary Ave - PM RUN: Build 2035
DATE : 11/ 2/10 TIME : 11:39:34
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 18 3.0 910 1600 1.49 3 3 6. SBQ * 60 18 3.0 696 1600 1.49 3 3 9. EBQ * 60 39 3.0 384 1600 1.49 3 3 12. WBQ * 60 39 3.0 386 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 532.0 5.4 * 2. Rcpt_2 * 544.0 532.0 5.4 * 3. Rcpt_3 * 456.0 468.0 5.4 * 4. Rcpt_4 * 544.0 468.0 5.4 * PAGE 3 JOB: International Blvd & Seminary Ave - PM RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .1 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .0 .1 .0 .1 DEGR. * 0 190 0 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International & 66th Ave/Havenscourt Bl. RUN: Existing 2009
DATE : 11/10/10 TIME : 12:34:53
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 925. 4.5 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 976. 4.5 .0 44.0 3. NBQ * 518.0 476.0 518.0 452.4 * 24. 180. AG 16. 100.0 .0 36.0 .28 1.2 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 1135. 4.5 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 1106. 4.5 .0 44.0 6. SBQ * 488.0 524.0 488.0 567.4 * 43. 360. AG 10. 100.0 .0 24.0 .52 2.2 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 376. 4.5 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 349. 4.5 .0 32.0 9. EBQ * 476.0 488.0 431.8 488.0 * 44. 270. AG 32. 100.0 .0 24.0 .59 2.2 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 273. 4.5 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 278. 4.5 .0 32.0 12. WBQ * 536.0 512.0 568.0 512.0 * 32. 90. AG 32. 100.0 .0 24.0 .43 1.6
PAGE 2 JOB: International & 66th Ave/Havenscourt Bl. RUN: Existing 2009
DATE : 11/10/10 TIME : 12:34:53
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 14 3.0 925 1600 8.27 3 3 6. SBQ * 60 14 3.0 1135 1600 8.27 3 3 9. EBQ * 60 43 3.0 376 1600 8.27 3 3 12. WBQ * 60 43 3.0 273 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 544.0 5.4 * 2. Rcpt_2 * 556.0 544.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 556.0 456.0 5.4 * PAGE 3 JOB: International & 66th Ave/Havenscourt Bl. RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .2 .1 .4 .2 10. * .6 .0 .7 .0 20. * .5 .0 .7 .0 30. * .3 .0 .5 .1 40. * .3 .0 .4 .1 50. * .3 .0 .3 .1 60. * .3 .0 .3 .1 70. * .3 .0 .4 .2 80. * .2 .0 .4 .1 90. * .3 .0 .4 .0 100. * .4 .2 .2 .0 110. * .5 .2 .2 .0 120. * .4 .2 .3 .0 130. * .3 .0 .3 .0 140. * .3 .0 .3 .0 150. * .3 .0 .3 .0 160. * .5 .0 .5 .0 170. * .6 .1 .6 .0 180. * .3 .2 .2 .1 190. * .1 .6 .0 .5 200. * .0 .5 .0 .4 210. * .0 .5 .0 .4 220. * .0 .3 .0 .3 230. * .1 .2 .0 .2 240. * .2 .4 .0 .2 250. * .2 .4 .0 .2 260. * .2 .4 .0 .2 270. * .0 .2 .1 .3 280. * .0 .2 .1 .4 290. * .0 .2 .1 .4 300. * .0 .2 .1 .2 310. * .0 .2 .1 .3 320. * .0 .3 .1 .4 330. * .0 .4 .2 .5 340. * .0 .4 .2 .4 350. * .0 .5 .1 .6 360. * .2 .1 .4 .2 ------*------MAX * .6 .6 .7 .6 DEGR. * 10 190 10 350
THE HIGHEST CONCENTRATION OF .70 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International & 66th Ave/Havenscourt Bl. RUN: No Build 2015
DATE : 11/10/10 TIME : 12:39:25
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1020. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1052. 2.6 .0 44.0 3. NBQ * 518.0 476.0 518.0 450.0 * 26. 180. AG 8. 100.0 .0 36.0 .31 1.3 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 1261. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 1249. 2.6 .0 44.0 6. SBQ * 488.0 524.0 488.0 564.3 * 40. 360. AG 6. 100.0 .0 24.0 .48 2.0 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 456. 2.6 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 425. 2.6 .0 32.0 9. EBQ * 476.0 488.0 417.2 488.0 * 59. 270. AG 17. 100.0 .0 24.0 .71 3.0 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 304. 2.6 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 315. 2.6 .0 32.0 12. WBQ * 536.0 512.0 571.7 512.0 * 36. 90. AG 17. 100.0 .0 24.0 .48 1.8
PAGE 2 JOB: International & 66th Ave/Havenscourt Bl. RUN: No Build 2015
DATE : 11/10/10 TIME : 12:39:25
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 14 3.0 1020 1600 4.44 3 3 6. SBQ * 60 14 3.0 1052 1600 4.44 3 3 9. EBQ * 60 43 3.0 456 1600 4.44 3 3 12. WBQ * 60 43 3.0 304 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 544.0 5.4 * 2. Rcpt_2 * 556.0 544.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 556.0 456.0 5.4 * PAGE 3 JOB: International & 66th Ave/Havenscourt Bl. RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .1 .1 10. * .3 .0 .3 .0 20. * .3 .0 .3 .0 30. * .3 .0 .3 .0 40. * .2 .0 .2 .0 50. * .2 .0 .1 .0 60. * .2 .0 .1 .0 70. * .2 .0 .3 .1 80. * .2 .0 .3 .1 90. * .2 .0 .2 .0 100. * .3 .1 .2 .0 110. * .2 .0 .2 .0 120. * .2 .0 .2 .0 130. * .1 .0 .2 .0 140. * .2 .0 .2 .0 150. * .3 .0 .3 .0 160. * .2 .0 .3 .0 170. * .3 .0 .3 .0 180. * .1 .1 .1 .1 190. * .0 .3 .0 .3 200. * .0 .2 .0 .3 210. * .0 .2 .0 .2 220. * .0 .2 .0 .2 230. * .0 .2 .0 .2 240. * .0 .2 .0 .2 250. * .0 .2 .0 .2 260. * .1 .4 .0 .2 270. * .0 .2 .0 .2 280. * .0 .2 .1 .3 290. * .0 .2 .1 .2 300. * .0 .2 .1 .2 310. * .0 .2 .0 .2 320. * .0 .2 .0 .2 330. * .0 .2 .1 .2 340. * .0 .2 .0 .2 350. * .0 .3 .0 .3 360. * .1 .1 .1 .1 ------*------MAX * .3 .4 .3 .3 DEGR. * 10 260 10 190
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International & 66th Ave/Havenscourt Bl. RUN: Build 2015
DATE : 11/10/10 TIME : 12:54:19
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 1140. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 1193. 2.6 .0 32.0 3. NBQ * 512.0 476.0 512.0 419.9 * 56. 180. AG 7. 100.0 .0 24.0 .58 2.8 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 963. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 985. 2.6 .0 32.0 6. SBQ * 488.0 524.0 488.0 571.3 * 47. 360. AG 7. 100.0 .0 24.0 .49 2.4 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 553. 2.6 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 475. 2.6 .0 32.0 9. EBQ * 476.0 488.0 417.1 488.0 * 59. 270. AG 15. 100.0 .0 24.0 .65 3.0 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 400. 2.6 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 403. 2.6 .0 32.0 12. WBQ * 524.0 512.0 566.7 512.0 * 43. 90. AG 15. 100.0 .0 24.0 .47 2.2
PAGE 2 JOB: International & 66th Ave/Havenscourt Bl. RUN: Build 2015
DATE : 11/10/10 TIME : 12:54:19
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 18 3.0 1140 1600 4.44 3 3 6. SBQ * 60 18 3.0 963 1600 4.44 3 3 9. EBQ * 60 39 3.0 553 1600 4.44 3 3 12. WBQ * 60 39 3.0 400 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 544.0 5.4 * 2. Rcpt_2 * 544.0 544.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 544.0 456.0 5.4 * PAGE 3 JOB: International & 66th Ave/Havenscourt Bl. RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .1 .1 10. * .3 .0 .3 .0 20. * .2 .0 .2 .0 30. * .2 .0 .2 .0 40. * .2 .0 .2 .0 50. * .2 .0 .1 .0 60. * .2 .0 .2 .1 70. * .2 .0 .3 .1 80. * .2 .0 .3 .1 90. * .2 .0 .2 .0 100. * .4 .1 .2 .0 110. * .2 .1 .2 .0 120. * .2 .0 .2 .0 130. * .1 .0 .2 .0 140. * .2 .0 .2 .0 150. * .3 .0 .2 .0 160. * .2 .0 .2 .0 170. * .3 .0 .3 .0 180. * .1 .1 .1 .1 190. * .0 .3 .0 .3 200. * .0 .2 .0 .3 210. * .0 .2 .0 .2 220. * .0 .2 .0 .2 230. * .0 .1 .0 .2 240. * .0 .2 .0 .2 250. * .2 .3 .0 .2 260. * .2 .4 .0 .2 270. * .0 .2 .0 .3 280. * .0 .2 .1 .3 290. * .0 .2 .1 .3 300. * .0 .2 .1 .2 310. * .0 .2 .1 .1 320. * .0 .2 .1 .2 330. * .0 .2 .0 .3 340. * .0 .3 .0 .2 350. * .0 .3 .0 .3 360. * .1 .1 .1 .1 ------*------MAX * .4 .4 .3 .3 DEGR. * 100 260 10 190
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International & 66th Ave/Havenscourt Bl. RUN: No Build 2035
DATE : 11/10/10 TIME : 12:43:40
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1546. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1553. .9 .0 44.0 3. NBQ * 518.0 476.0 518.0 436.6 * 39. 180. AG 3. 100.0 .0 36.0 .47 2.0 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 858. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 896. .9 .0 44.0 6. SBQ * 488.0 524.0 488.0 556.8 * 33. 360. AG 2. 100.0 .0 24.0 .39 1.7 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 353. .9 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 304. .9 .0 32.0 9. EBQ * 476.0 488.0 434.6 488.0 * 41. 270. AG 6. 100.0 .0 24.0 .55 2.1 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 467. .9 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 471. .9 .0 32.0 12. WBQ * 536.0 512.0 597.2 512.0 * 61. 90. AG 6. 100.0 .0 24.0 .73 3.1
PAGE 2 JOB: International & 66th Ave/Havenscourt Bl. RUN: No Build 2035
DATE : 11/10/10 TIME : 12:43:40
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 14 3.0 1546 1600 1.49 3 3 6. SBQ * 60 14 3.0 858 1600 1.49 3 3 9. EBQ * 60 43 3.0 353 1600 1.49 3 3 12. WBQ * 60 43 3.0 467 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 544.0 5.4 * 2. Rcpt_2 * 556.0 544.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 556.0 456.0 5.4 * PAGE 3 JOB: International & 66th Ave/Havenscourt Bl. RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .2 .0 .2 .0 20. * .1 .0 .1 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .1 .0 160. * .1 .0 .1 .0 170. * .2 .0 .2 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .1 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .1 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .1 .0 .0 330. * .0 .1 .0 .0 340. * .0 .1 .0 .1 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .2 .1 .2 .1 DEGR. * 10 190 10 190
THE HIGHEST CONCENTRATION OF .20 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International & 66th Ave/Havenscourt Bl. RUN: Build 2035
DATE : 11/10/10 TIME : 13: 0:52
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 1506. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 1480. .9 .0 32.0 3. NBQ * 512.0 476.0 512.0 422.5 * 54. 180. AG 2. 100.0 .0 24.0 .67 2.7 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 1791. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 1711. .9 .0 32.0 6. SBQ * 488.0 524.0 488.0 592.9 * 69. 360. AG 2. 100.0 .0 24.0 .80 3.5 7. EBA * .0 488.0 500.0 488.0 * 500. 90. AG 569. .9 .0 44.0 8. EBD * 500.0 488.0 1000.0 488.0 * 500. 90. AG 617. .9 .0 32.0 9. EBQ * 476.0 488.0 342.4 488.0 * 134. 270. AG 6. 100.0 .0 24.0 .97 6.8 10. WBA * 1000.0 512.0 500.0 512.0 * 500. 270. AG 396. .9 .0 44.0 11. WBD * 500.0 512.0 .0 512.0 * 500. 270. AG 454. .9 .0 32.0 12. WBQ * 524.0 512.0 574.7 512.0 * 51. 90. AG 5. 100.0 .0 24.0 .68 2.6
PAGE 2 JOB: International & 66th Ave/Havenscourt Bl. RUN: Build 2035
DATE : 11/10/10 TIME : 13: 0:52
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 13 3.0 1506 1600 1.49 3 3 6. SBQ * 60 13 3.0 1791 1600 1.49 3 3 9. EBQ * 60 44 3.0 569 1600 1.49 3 3 12. WBQ * 60 44 3.0 396 1600 1.19 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 544.0 5.4 * 2. Rcpt_2 * 544.0 544.0 5.4 * 3. Rcpt_3 * 456.0 456.0 5.4 * 4. Rcpt_4 * 544.0 456.0 5.4 * PAGE 3 JOB: International & 66th Ave/Havenscourt Bl. RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .0 .1 .0 10. * .2 .0 .2 .0 20. * .2 .0 .2 .0 30. * .1 .0 .0 .0 40. * .1 .0 .0 .0 50. * .1 .0 .1 .0 60. * .1 .0 .1 .0 70. * .1 .0 .0 .0 80. * .0 .0 .0 .0 90. * .1 .0 .0 .0 100. * .0 .0 .0 .0 110. * .1 .0 .0 .0 120. * .1 .0 .1 .0 130. * .1 .0 .1 .0 140. * .0 .0 .1 .0 150. * .0 .0 .1 .0 160. * .2 .0 .2 .0 170. * .2 .0 .2 .0 180. * .1 .1 .0 .0 190. * .0 .2 .0 .2 200. * .0 .2 .0 .2 210. * .0 .1 .0 .2 220. * .0 .0 .0 .1 230. * .0 .0 .0 .1 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .0 .0 290. * .0 .0 .0 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .2 .0 .0 330. * .0 .2 .0 .1 340. * .0 .2 .0 .2 350. * .0 .2 .0 .2 360. * .1 .0 .1 .0 ------*------MAX * .2 .2 .2 .2 DEGR. * 10 190 10 190
THE HIGHEST CONCENTRATION OF .20 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Hegenberger Expwy RUN: Existing 2009
DATE : 11/ 2/10 TIME : 14:40:24
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 748. 4.5 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 778. 4.5 .0 44.0 3. NBQ * 518.0 440.0 518.0 396.4 * 44. 180. AG 35. 100.0 .0 36.0 .41 2.2 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 806. 4.5 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 906. 4.5 .0 44.0 6. SBQ * 482.0 536.0 482.0 582.9 * 47. 360. AG 35. 100.0 .0 36.0 .44 2.4 7. EBA * .0 470.0 500.0 470.0 * 500. 90. AG 1096. 4.5 .0 72.0 8. EBD * 500.0 470.0 1000.0 470.0 * 500. 90. AG 1035. 4.5 .0 56.0 9. EBQ * 464.0 470.0 434.1 470.0 * 30. 270. AG 46. 100.0 .0 60.0 .27 1.5 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 896. 4.5 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 827. 4.5 .0 44.0 12. WBQ * 536.0 518.0 576.7 518.0 * 41. 90. AG 28. 100.0 .0 36.0 .37 2.1
PAGE 2 JOB: International Blvd & Hegenberger Expwy RUN: Existing 2009
DATE : 11/ 2/10 TIME : 14:40:24
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 32 3.0 748 1600 8.27 3 3 6. SBQ * 60 32 3.0 806 1600 8.27 3 3 9. EBQ * 60 25 3.0 1096 1600 8.27 3 3 12. WBQ * 60 25 3.0 896 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 420.0 5.4 * 4. Rcpt_4 * 556.0 420.0 5.4 * PAGE 3 JOB: International Blvd & Hegenberger Expwy RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .4 .3 10. * .3 .0 .6 .2 20. * .3 .0 .6 .2 30. * .3 .0 .4 .2 40. * .2 .0 .4 .2 50. * .2 .0 .5 .3 60. * .3 .0 .5 .3 70. * .3 .0 .5 .3 80. * .3 .0 .6 .3 90. * .4 .1 .4 .1 100. * .7 .4 .3 .0 110. * .7 .4 .2 .0 120. * .5 .3 .2 .0 130. * .3 .3 .2 .0 140. * .4 .2 .3 .0 150. * .5 .2 .3 .0 160. * .6 .3 .3 .0 170. * .7 .3 .3 .0 180. * .4 .4 .1 .1 190. * .2 .6 .0 .3 200. * .2 .5 .0 .3 210. * .2 .5 .0 .3 220. * .2 .4 .0 .2 230. * .2 .4 .0 .2 240. * .3 .5 .0 .3 250. * .4 .7 .0 .3 260. * .3 .6 .0 .3 270. * .1 .4 .1 .4 280. * .0 .3 .4 .7 290. * .0 .2 .3 .6 300. * .0 .2 .3 .4 310. * .0 .2 .3 .5 320. * .0 .2 .3 .4 330. * .0 .3 .2 .3 340. * .0 .3 .2 .5 350. * .0 .3 .3 .5 360. * .1 .1 .4 .3 ------*------MAX * .7 .7 .6 .7 DEGR. * 100 250 10 280
THE HIGHEST CONCENTRATION OF .70 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Hegenberger Expwy RUN: No Build 2015
DATE : 11/ 2/10 TIME : 14:46:52
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 832. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 880. 2.6 .0 44.0 3. NBQ * 518.0 440.0 518.0 393.0 * 47. 180. AG 18. 100.0 .0 36.0 .43 2.4 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 956. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1115. 2.6 .0 44.0 6. SBQ * 482.0 536.0 482.0 589.9 * 54. 360. AG 18. 100.0 .0 36.0 .50 2.7 7. EBA * .0 470.0 500.0 470.0 * 500. 90. AG 1137. 2.6 .0 72.0 8. EBD * 500.0 470.0 1000.0 470.0 * 500. 90. AG 1035. 2.6 .0 56.0 9. EBQ * 464.0 470.0 431.7 470.0 * 32. 270. AG 26. 100.0 .0 60.0 .29 1.6 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 994. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 889. 2.6 .0 44.0 12. WBQ * 536.0 518.0 583.1 518.0 * 47. 90. AG 15. 100.0 .0 36.0 .43 2.4
PAGE 2 JOB: International Blvd & Hegenberger Expwy RUN: No Build 2015
DATE : 11/ 2/10 TIME : 14:46:52
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 31 3.0 832 1600 4.44 3 3 6. SBQ * 60 31 3.0 956 1600 4.44 3 3 9. EBQ * 60 26 3.0 1137 1600 4.44 3 3 12. WBQ * 60 26 3.0 994 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 420.0 5.4 * 4. Rcpt_4 * 556.0 420.0 5.4 * PAGE 3 JOB: International Blvd & Hegenberger Expwy RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .3 .2 10. * .3 .0 .4 .1 20. * .2 .0 .4 .2 30. * .2 .0 .3 .2 40. * .2 .0 .2 .2 50. * .2 .0 .3 .2 60. * .2 .0 .4 .2 70. * .3 .0 .3 .2 80. * .1 .0 .3 .1 90. * .3 .1 .2 .0 100. * .4 .3 .1 .0 110. * .4 .2 .1 .0 120. * .3 .2 .2 .0 130. * .3 .2 .2 .0 140. * .2 .2 .2 .0 150. * .4 .2 .2 .0 160. * .4 .2 .2 .0 170. * .5 .2 .3 .0 180. * .3 .3 .1 .1 190. * .2 .4 .0 .2 200. * .2 .4 .0 .2 210. * .2 .3 .0 .2 220. * .2 .3 .0 .2 230. * .2 .3 .0 .2 240. * .2 .4 .0 .2 250. * .2 .4 .0 .2 260. * .2 .4 .0 .3 270. * .1 .3 .1 .4 280. * .0 .2 .2 .4 290. * .0 .2 .2 .4 300. * .0 .2 .2 .4 310. * .0 .2 .2 .3 320. * .0 .2 .1 .2 330. * .0 .2 .1 .3 340. * .0 .2 .1 .4 350. * .0 .2 .1 .3 360. * .1 .1 .3 .2 ------*------MAX * .5 .4 .4 .4 DEGR. * 170 190 10 270
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Hegenberger Expwy RUN: Build 2015
DATE : 11/ 2/10 TIME : 15: 4:29
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 809. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 816. 2.6 .0 32.0 3. NBQ * 512.0 440.0 512.0 356.5 * 84. 180. AG 14. 100.0 .0 24.0 .76 4.2 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 552. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 652. 2.6 .0 32.0 6. SBQ * 488.0 536.0 488.0 588.8 * 53. 360. AG 14. 100.0 .0 24.0 .52 2.7 7. EBA * .0 470.0 500.0 470.0 * 500. 90. AG 1096. 2.6 .0 72.0 8. EBD * 500.0 470.0 1000.0 470.0 * 500. 90. AG 1035. 2.6 .0 56.0 9. EBQ * 476.0 470.0 449.7 470.0 * 26. 270. AG 22. 100.0 .0 60.0 .25 1.3 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 998. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 952. 2.6 .0 44.0 12. WBQ * 524.0 518.0 563.9 518.0 * 40. 90. AG 13. 100.0 .0 36.0 .38 2.0
PAGE 2 JOB: International Blvd & Hegenberger Expwy RUN: Build 2015
DATE : 11/ 2/10 TIME : 15: 4:29
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 35 3.0 809 1600 4.44 3 3 6. SBQ * 60 35 3.0 552 1600 4.44 3 3 9. EBQ * 60 22 3.0 1096 1600 4.44 3 3 12. WBQ * 60 22 3.0 998 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 556.0 5.4 * 2. Rcpt_2 * 544.0 556.0 5.4 * 3. Rcpt_3 * 456.0 420.0 5.4 * 4. Rcpt_4 * 544.0 420.0 5.4 * PAGE 3 JOB: International Blvd & Hegenberger Expwy RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .1 .2 .2 10. * .2 .0 .4 .1 20. * .2 .0 .2 .2 30. * .2 .0 .2 .2 40. * .2 .0 .2 .2 50. * .2 .0 .4 .2 60. * .1 .0 .4 .2 70. * .1 .0 .3 .2 80. * .0 .0 .2 .1 90. * .1 .1 .1 .0 100. * .3 .3 .0 .0 110. * .3 .2 .1 .0 120. * .3 .2 .2 .0 130. * .2 .2 .2 .0 140. * .2 .2 .2 .0 150. * .2 .2 .2 .0 160. * .3 .2 .2 .0 170. * .4 .2 .2 .0 180. * .3 .3 .0 .1 190. * .2 .4 .0 .2 200. * .2 .3 .0 .2 210. * .2 .3 .0 .2 220. * .2 .3 .0 .1 230. * .2 .3 .0 .1 240. * .2 .3 .0 .1 250. * .2 .3 .0 .1 260. * .2 .4 .0 .1 270. * .1 .2 .1 .2 280. * .0 .1 .1 .3 290. * .0 .1 .2 .3 300. * .0 .1 .2 .3 310. * .0 .1 .2 .3 320. * .0 .1 .2 .2 330. * .0 .1 .1 .2 340. * .0 .2 .1 .4 350. * .0 .2 .1 .3 360. * .0 .1 .2 .2 ------*------MAX * .4 .4 .4 .4 DEGR. * 170 190 10 340
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Hegenberger Expwy RUN: No Build 2035
DATE : 11/ 8/10 TIME : 16:55:59
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1185. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1275. .9 .0 44.0 3. NBQ * 518.0 440.0 518.0 377.4 * 63. 180. AG 6. 100.0 .0 36.0 .57 3.2 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1349. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1474. .9 .0 44.0 6. SBQ * 482.0 536.0 482.0 607.2 * 71. 360. AG 6. 100.0 .0 36.0 .65 3.6 7. EBA * .0 470.0 500.0 470.0 * 500. 90. AG 1382. .9 .0 72.0 8. EBD * 500.0 470.0 1000.0 470.0 * 500. 90. AG 1184. .9 .0 56.0 9. EBQ * 464.0 470.0 421.7 470.0 * 42. 270. AG 8. 100.0 .0 60.0 .38 2.1 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1218. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 1201. .9 .0 44.0 12. WBQ * 536.0 518.0 598.2 518.0 * 62. 90. AG 5. 100.0 .0 36.0 .56 3.2
PAGE 2 JOB: International Blvd & Hegenberger Expwy RUN: No Build 2035
DATE : 11/ 8/10 TIME : 16:55:59
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 29 3.0 1185 1600 1.49 3 3 6. SBQ * 60 29 3.0 1349 1600 1.49 3 3 9. EBQ * 60 28 3.0 1382 1600 1.29 3 3 12. WBQ * 60 28 3.0 1218 1600 1.29 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 420.0 5.4 * 4. Rcpt_4 * 556.0 420.0 5.4 * PAGE 3 JOB: International Blvd & Hegenberger Expwy RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .0 .0 30. * .1 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .0 .1 .0 .0 120. * .0 .1 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .1 .0 150. * .0 .0 .1 .0 160. * .1 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .1 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .1 .0 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .1 300. * .0 .0 .1 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .1 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 100 10 70
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & Hegenberger Expwy RUN: Build 2035
DATE : 11/ 2/10 TIME : 15:10:21
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 937. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 906. .9 .0 32.0 3. NBQ * 512.0 440.0 512.0 318.5 * 121. 180. AG 5. 100.0 .0 24.0 .88 6.2 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 609. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 753. .9 .0 32.0 6. SBQ * 488.0 536.0 488.0 594.2 * 58. 360. AG 5. 100.0 .0 24.0 .57 3.0 7. EBA * .0 470.0 500.0 470.0 * 500. 90. AG 1361. .9 .0 72.0 8. EBD * 500.0 470.0 1000.0 470.0 * 500. 90. AG 1230. .9 .0 56.0 9. EBQ * 476.0 470.0 443.3 470.0 * 33. 270. AG 7. 100.0 .0 60.0 .31 1.7 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 1111. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 1129. .9 .0 44.0 12. WBQ * 524.0 518.0 568.5 518.0 * 45. 90. AG 4. 100.0 .0 36.0 .42 2.3
PAGE 2 JOB: International Blvd & Hegenberger Expwy RUN: Build 2035
DATE : 11/ 2/10 TIME : 15:10:21
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 35 3.0 937 1600 1.49 3 3 6. SBQ * 60 35 3.0 609 1600 1.49 3 3 9. EBQ * 60 22 3.0 1361 1600 1.49 3 3 12. WBQ * 60 22 3.0 1111 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 556.0 5.4 * 2. Rcpt_2 * 544.0 556.0 5.4 * 3. Rcpt_3 * 456.0 420.0 5.4 * 4. Rcpt_4 * 544.0 420.0 5.4 * PAGE 3 JOB: International Blvd & Hegenberger Expwy RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .1 .1 .0 .0 110. * .0 .1 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .1 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .1 .1 .0 .0 260. * .1 .1 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .1 300. * .0 .0 .1 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 100 100 70 70
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & 98th Ave -- PM RUN: Existing 2009
DATE : 11/ 3/10 TIME : 9:42:47
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 769. 4.5 .0 68.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 945. 4.5 .0 44.0 3. NBQ * 518.0 464.0 518.0 434.6 * 29. 180. AG 41. 100.0 .0 48.0 .27 1.5 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1085. 4.5 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 951. 4.5 .0 44.0 6. SBQ * 482.0 548.0 482.0 603.3 * 55. 360. AG 31. 100.0 .0 36.0 .50 2.8 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1209. 4.5 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1180. 4.5 .0 44.0 9. EBQ * 464.0 482.0 400.1 482.0 * 64. 270. AG 32. 100.0 .0 36.0 .58 3.2 10. WBA * 1000.0 524.0 500.0 524.0 * 500. 270. AG 641. 4.5 .0 68.0 11. WBD * 500.0 524.0 .0 524.0 * 500. 270. AG 628. 4.5 .0 44.0 12. WBQ * 536.0 524.0 561.4 524.0 * 25. 90. AG 43. 100.0 .0 48.0 .23 1.3
PAGE 2 JOB: International Blvd & 98th Ave -- PM RUN: Existing 2009
DATE : 11/ 3/10 TIME : 9:42:47
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 28 3.0 769 1600 8.27 3 3 6. SBQ * 60 28 3.0 1085 1600 8.27 3 3 9. EBQ * 60 29 3.0 1209 1600 8.27 3 3 12. WBQ * 60 29 3.0 641 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 568.0 5.4 * 2. Rcpt_2 * 556.0 568.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: International Blvd & 98th Ave -- PM RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .6 .5 10. * .4 .0 .8 .2 20. * .4 .0 .8 .2 30. * .3 .0 .5 .3 40. * .3 .0 .5 .3 50. * .4 .0 .5 .3 60. * .4 .0 .5 .3 70. * .3 .0 .6 .4 80. * .3 .0 .7 .4 90. * .4 .1 .5 .1 100. * .6 .3 .2 .0 110. * .6 .4 .2 .0 120. * .4 .2 .2 .0 130. * .5 .2 .2 .0 140. * .5 .2 .3 .0 150. * .5 .2 .3 .0 160. * .6 .2 .3 .0 170. * .6 .2 .4 .0 180. * .4 .4 .1 .1 190. * .3 .6 .0 .3 200. * .3 .7 .0 .4 210. * .2 .5 .0 .3 220. * .2 .4 .0 .2 230. * .2 .4 .0 .2 240. * .3 .6 .0 .2 250. * .3 .5 .0 .2 260. * .2 .5 .0 .3 270. * .0 .4 .2 .5 280. * .0 .3 .5 .7 290. * .0 .3 .4 .7 300. * .0 .2 .3 .6 310. * .0 .2 .4 .5 320. * .0 .3 .4 .4 330. * .0 .4 .4 .6 340. * .0 .4 .4 .7 350. * .0 .3 .4 .9 360. * .1 .1 .6 .5 ------*------MAX * .6 .7 .8 .9 DEGR. * 100 200 10 350
THE HIGHEST CONCENTRATION OF .90 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & 98th Ave -- PM RUN: No Build 2015
DATE : 11/ 3/10 TIME : 9:50:22
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 835. 2.6 .0 68.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 999. 2.6 .0 44.0 3. NBQ * 518.0 464.0 518.0 433.3 * 31. 180. AG 21. 100.0 .0 48.0 .28 1.6 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1234. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1110. 2.6 .0 44.0 6. SBQ * 482.0 548.0 482.0 608.7 * 61. 360. AG 16. 100.0 .0 36.0 .55 3.1 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1222. 2.6 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1228. 2.6 .0 44.0 9. EBQ * 464.0 482.0 397.2 482.0 * 67. 270. AG 18. 100.0 .0 36.0 .61 3.4 10. WBA * 1000.0 524.0 500.0 524.0 * 500. 270. AG 676. 2.6 .0 68.0 11. WBD * 500.0 524.0 .0 524.0 * 500. 270. AG 630. 2.6 .0 44.0 12. WBQ * 536.0 524.0 563.7 524.0 * 28. 90. AG 24. 100.0 .0 48.0 .25 1.4
PAGE 2 JOB: International Blvd & 98th Ave -- PM RUN: No Build 2015
DATE : 11/ 3/10 TIME : 9:50:22
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 27 3.0 835 1600 4.44 3 3 6. SBQ * 60 27 3.0 1234 1600 4.44 3 3 9. EBQ * 60 30 3.0 1222 1600 4.44 3 3 12. WBQ * 60 30 3.0 676 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 568.0 5.4 * 2. Rcpt_2 * 556.0 568.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: International Blvd & 98th Ave -- PM RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .2 .2 10. * .3 .0 .4 .1 20. * .3 .0 .3 .1 30. * .2 .0 .4 .1 40. * .2 .0 .3 .1 50. * .2 .0 .2 .1 60. * .2 .0 .4 .2 70. * .2 .0 .3 .3 80. * .2 .0 .4 .2 90. * .3 .0 .2 .1 100. * .4 .2 .1 .0 110. * .4 .2 .1 .0 120. * .3 .2 .2 .0 130. * .2 .2 .2 .0 140. * .2 .2 .2 .0 150. * .3 .2 .2 .0 160. * .4 .1 .2 .0 170. * .4 .1 .3 .0 180. * .2 .3 .1 .1 190. * .1 .4 .0 .3 200. * .1 .3 .0 .2 210. * .1 .3 .0 .2 220. * .2 .2 .0 .2 230. * .2 .3 .0 .2 240. * .2 .3 .0 .2 250. * .2 .4 .0 .2 260. * .2 .4 .0 .2 270. * .0 .2 .1 .4 280. * .0 .2 .2 .5 290. * .0 .2 .3 .4 300. * .0 .2 .1 .4 310. * .0 .2 .1 .2 320. * .0 .2 .2 .3 330. * .0 .2 .2 .3 340. * .0 .2 .1 .3 350. * .0 .3 .1 .4 360. * .1 .1 .2 .2 ------*------MAX * .4 .4 .4 .5 DEGR. * 100 190 10 280
THE HIGHEST CONCENTRATION OF .50 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & 98th Ave -- PM RUN: Build 2015
DATE : 11/ 3/10 TIME : 10: 8:18
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 706. 2.6 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 917. 2.6 .0 32.0 3. NBQ * 512.0 464.0 512.0 402.2 * 62. 180. AG 13. 100.0 .0 24.0 .58 3.1 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 874. 2.6 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 740. 2.6 .0 32.0 6. SBQ * 488.0 548.0 488.0 624.8 * 77. 360. AG 13. 100.0 .0 24.0 .71 3.9 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1285. 2.6 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1230. 2.6 .0 44.0 9. EBQ * 476.0 482.0 417.5 482.0 * 59. 270. AG 15. 100.0 .0 36.0 .54 3.0 10. WBA * 1000.0 524.0 500.0 524.0 * 500. 270. AG 700. 2.6 .0 68.0 11. WBD * 500.0 524.0 .0 524.0 * 500. 270. AG 678. 2.6 .0 44.0 12. WBQ * 524.0 524.0 547.9 524.0 * 24. 90. AG 20. 100.0 .0 48.0 .22 1.2
PAGE 2 JOB: International Blvd & 98th Ave -- PM RUN: Build 2015
DATE : 11/ 3/10 TIME : 10: 8:18
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 32 3.0 706 1600 4.44 3 3 6. SBQ * 60 32 3.0 874 1600 4.44 3 3 9. EBQ * 60 25 3.0 1285 1600 4.44 3 3 12. WBQ * 60 25 3.0 700 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 568.0 5.4 * 2. Rcpt_2 * 544.0 568.0 5.4 * 3. Rcpt_3 * 456.0 444.0 5.4 * 4. Rcpt_4 * 544.0 444.0 5.4 * PAGE 3 JOB: International Blvd & 98th Ave -- PM RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .2 .2 10. * .3 .0 .4 .1 20. * .2 .0 .3 .1 30. * .2 .0 .2 .1 40. * .2 .0 .2 .1 50. * .2 .0 .3 .1 60. * .2 .0 .4 .2 70. * .2 .0 .4 .3 80. * .2 .0 .4 .2 90. * .3 .0 .2 .1 100. * .4 .2 .1 .0 110. * .4 .2 .1 .0 120. * .4 .2 .1 .0 130. * .3 .2 .1 .0 140. * .2 .2 .2 .0 150. * .2 .2 .2 .0 160. * .4 .1 .2 .0 170. * .3 .1 .2 .0 180. * .2 .3 .1 .1 190. * .1 .3 .0 .2 200. * .1 .4 .0 .2 210. * .2 .2 .0 .2 220. * .2 .2 .0 .2 230. * .2 .3 .0 .1 240. * .2 .4 .0 .1 250. * .2 .4 .0 .1 260. * .2 .4 .0 .1 270. * .0 .2 .1 .2 280. * .0 .2 .2 .4 290. * .0 .2 .3 .4 300. * .0 .2 .3 .3 310. * .0 .2 .1 .3 320. * .0 .2 .1 .2 330. * .0 .2 .1 .3 340. * .0 .2 .1 .3 350. * .0 .2 .1 .4 360. * .1 .1 .2 .2 ------*------MAX * .4 .4 .4 .4 DEGR. * 100 200 10 280
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & 98th Ave -- PM RUN: No Build 2035
DATE : 11/ 8/10 TIME : 16:16: 2
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1357. .9 .0 68.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1269. .9 .0 44.0 3. NBQ * 518.0 464.0 518.0 419.5 * 44. 180. AG 6. 100.0 .0 48.0 .41 2.3 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 1473. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1442. .9 .0 44.0 6. SBQ * 482.0 548.0 482.0 612.4 * 64. 360. AG 5. 100.0 .0 36.0 .59 3.3 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1290. .9 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1387. .9 .0 44.0 9. EBQ * 464.0 482.0 383.7 482.0 * 80. 270. AG 7. 100.0 .0 36.0 .73 4.1 10. WBA * 1000.0 524.0 500.0 524.0 * 500. 270. AG 768. .9 .0 68.0 11. WBD * 500.0 524.0 .0 524.0 * 500. 270. AG 790. .9 .0 44.0 12. WBQ * 536.0 524.0 570.6 524.0 * 35. 90. AG 9. 100.0 .0 48.0 .33 1.8
PAGE 2 JOB: International Blvd & 98th Ave -- PM RUN: No Build 2035
DATE : 11/ 8/10 TIME : 16:16: 2
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 24 3.0 1357 1600 1.49 3 3 6. SBQ * 60 24 3.0 1473 1600 1.49 3 3 9. EBQ * 60 33 3.0 1290 1600 1.49 3 3 12. WBQ * 60 33 3.0 768 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 568.0 5.4 * 2. Rcpt_2 * 556.0 568.0 5.4 * 3. Rcpt_3 * 444.0 444.0 5.4 * 4. Rcpt_4 * 556.0 444.0 5.4 * PAGE 3 JOB: International Blvd & 98th Ave -- PM RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .1 .0 30. * .1 .0 .0 .0 40. * .1 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .1 .0 150. * .0 .0 .1 .0 160. * .1 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .1 300. * .0 .0 .1 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .1 .0 .0 340. * .0 .2 .0 .2 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .2 .1 .2 DEGR. * 10 340 10 340
THE HIGHEST CONCENTRATION OF .20 PPM OCCURRED AT RECEPTOR REC2 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: International Blvd & 98th Ave -- PM RUN: Build 2035
DATE : 11/ 3/10 TIME : 10:18:29
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 512.0 .0 512.0 500.0 * 500. 360. AG 879. .9 .0 44.0 2. NBD * 512.0 500.0 512.0 1000.0 * 500. 360. AG 1044. .9 .0 32.0 3. NBQ * 512.0 464.0 512.0 392.0 * 72. 180. AG 4. 100.0 .0 24.0 .66 3.7 4. SBA * 488.0 1000.0 488.0 500.0 * 500. 180. AG 948. .9 .0 44.0 5. SBD * 488.0 500.0 488.0 .0 * 500. 180. AG 820. .9 .0 32.0 6. SBQ * 488.0 548.0 488.0 625.8 * 78. 360. AG 4. 100.0 .0 24.0 .71 3.9 7. EBA * .0 482.0 500.0 482.0 * 500. 90. AG 1365. .9 .0 56.0 8. EBD * 500.0 482.0 1000.0 482.0 * 500. 90. AG 1361. .9 .0 44.0 9. EBQ * 476.0 482.0 408.8 482.0 * 67. 270. AG 5. 100.0 .0 36.0 .61 3.4 10. WBA * 1000.0 524.0 500.0 524.0 * 500. 270. AG 700. .9 .0 68.0 11. WBD * 500.0 524.0 .0 524.0 * 500. 270. AG 667. .9 .0 44.0 12. WBQ * 524.0 524.0 549.8 524.0 * 26. 90. AG 7. 100.0 .0 48.0 .23 1.3
PAGE 2 JOB: International Blvd & 98th Ave -- PM RUN: Build 2035
DATE : 11/ 3/10 TIME : 10:18:29
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 30 3.0 879 1600 1.49 3 3 6. SBQ * 60 30 3.0 948 1600 1.49 3 3 9. EBQ * 60 27 3.0 1365 1600 1.49 3 3 12. WBQ * 60 27 3.0 700 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 456.0 568.0 5.4 * 2. Rcpt_2 * 544.0 568.0 5.4 * 3. Rcpt_3 * 456.0 444.0 5.4 * 4. Rcpt_4 * 544.0 444.0 5.4 * PAGE 3 JOB: International Blvd & 98th Ave -- PM RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .1 .0 20. * .1 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .1 70. * .0 .0 .1 .1 80. * .0 .0 .1 .1 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .0 .0 170. * .0 .0 .0 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .0 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .1 300. * .0 .0 .1 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 190 10 60
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: Existing 2009
DATE : 11/ 8/10 TIME : 13:12: 2
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 4. 792.0 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 4. 615.0 .0 44.0 3. NBQ * 518.0 452.0 518.0 413.0 * 39. 180. AG 30. 100.0 .0 36.0 .35 2.0 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 601. 4.5 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 750. 4.5 .0 44.0 6. SBQ * 482.0 536.0 482.0 565.5 * 30. 360. AG 30. 100.0 .0 36.0 .27 1.5 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 924. 4.5 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 731. 4.5 .0 44.0 9. EBQ * 464.0 476.0 426.1 476.0 * 38. 270. AG 44. 100.0 .0 48.0 .35 1.9 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 327. 4.5 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 548. 4.5 .0 44.0 12. WBQ * 536.0 518.0 553.9 518.0 * 18. 90. AG 33. 100.0 .0 36.0 .16 .9
PAGE 2 JOB: 14th Ave & Davis St - PM RUN: Existing 2009
DATE : 11/ 8/10 TIME : 13:12: 2
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 27 3.0 792 1600 8.27 3 3 6. SBQ * 60 27 3.0 601 1600 8.27 3 3 9. EBQ * 60 30 3.0 924 1600 8.27 3 3 12. WBQ * 60 30 3.0 327 1600 8.27 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: Existing 2009
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .1 .3 .2 10. * .3 .0 .5 .1 20. * .3 .0 .4 .1 30. * .2 .0 .4 .1 40. * .2 .0 .3 .1 50. * .2 .0 .3 .1 60. * .2 .0 .4 .1 70. * .2 .0 .5 .2 80. * .3 .0 .4 .2 90. * .3 .0 .4 .1 100. * .5 .2 .2 .0 110. * .5 .2 .2 .0 120. * .3 .2 .2 .0 130. * .3 .2 .2 .0 140. * .4 .1 .2 .0 150. * .5 .1 .2 .0 160. * .4 .1 .3 .0 170. * .6 .1 .3 .0 180. * .4 .2 .1 .1 190. * .3 .5 .0 .3 200. * .2 .4 .0 .3 210. * .2 .4 .0 .3 220. * .2 .3 .0 .2 230. * .2 .2 .0 .2 240. * .2 .4 .0 .2 250. * .2 .5 .0 .3 260. * .2 .5 .0 .3 270. * .1 .4 .1 .4 280. * .0 .2 .3 .6 290. * .0 .2 .3 .7 300. * .0 .2 .3 .4 310. * .0 .2 .2 .5 320. * .0 .2 .2 .3 330. * .0 .2 .2 .4 340. * .0 .2 .3 .4 350. * .0 .3 .2 .4 360. * .1 .1 .3 .2 ------*------MAX * .6 .5 .5 .7 DEGR. * 170 190 10 290
THE HIGHEST CONCENTRATION OF .70 PPM OCCURRED AT RECEPTOR REC4 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: No Build 2015
DATE : 11/ 8/10 TIME : 13:17:56
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 925. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 693. 2.6 .0 44.0 3. NBQ * 518.0 452.0 518.0 409.9 * 42. 180. AG 15. 100.0 .0 36.0 .39 2.1 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 734. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 895. 2.6 .0 44.0 6. SBQ * 482.0 536.0 482.0 569.4 * 33. 360. AG 15. 100.0 .0 36.0 .31 1.7 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 979. 2.6 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 752. 2.6 .0 44.0 9. EBQ * 464.0 476.0 421.3 476.0 * 43. 270. AG 25. 100.0 .0 48.0 .40 2.2 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 356. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 654. 2.6 .0 44.0 12. WBQ * 536.0 518.0 556.6 518.0 * 21. 90. AG 19. 100.0 .0 36.0 .19 1.0
PAGE 2 JOB: 14th Ave & Davis St - PM RUN: No Build 2015
DATE : 11/ 8/10 TIME : 13:17:56
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 25 3.0 925 1600 4.44 3 3 6. SBQ * 60 25 3.0 734 1600 4.44 3 3 9. EBQ * 60 32 3.0 979 1600 4.44 3 3 12. WBQ * 60 32 3.0 356 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: No Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .1 .0 .3 .2 10. * .1 .0 .4 .1 20. * .2 .0 .3 .1 30. * .2 .0 .3 .1 40. * .1 .0 .2 .1 50. * .1 .0 .2 .1 60. * .1 .0 .3 .1 70. * .1 .0 .3 .1 80. * .1 .0 .3 .1 90. * .1 .0 .2 .0 100. * .3 .1 .2 .0 110. * .2 .2 .2 .0 120. * .2 .1 .2 .0 130. * .1 .1 .2 .0 140. * .3 .0 .2 .0 150. * .3 .0 .2 .0 160. * .3 .0 .2 .0 170. * .3 .0 .2 .0 180. * .3 .1 .1 .1 190. * .1 .3 .0 .3 200. * .1 .2 .0 .2 210. * .2 .2 .0 .2 220. * .2 .2 .0 .2 230. * .2 .2 .0 .2 240. * .2 .2 .0 .2 250. * .2 .3 .0 .2 260. * .2 .2 .0 .1 270. * .0 .1 .1 .2 280. * .0 .0 .2 .2 290. * .0 .1 .2 .4 300. * .0 .1 .1 .3 310. * .0 .1 .1 .1 320. * .0 .2 .1 .2 330. * .0 .2 .1 .3 340. * .0 .2 .2 .3 350. * .0 .2 .2 .3 360. * .1 .0 .3 .2 ------*------MAX * .3 .3 .4 .4 DEGR. * 100 190 10 290
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: Build 2015
DATE : 11/ 8/10 TIME : 13:39:34
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 903. 2.6 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 721. 2.6 .0 44.0 3. NBQ * 518.0 452.0 518.0 409.2 * 43. 180. AG 15. 100.0 .0 36.0 .39 2.2 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 671. 2.6 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 876. 2.6 .0 44.0 6. SBQ * 482.0 536.0 482.0 567.7 * 32. 360. AG 15. 100.0 .0 36.0 .29 1.6 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 986. 2.6 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 733. 2.6 .0 44.0 9. EBQ * 464.0 476.0 422.3 476.0 * 42. 270. AG 25. 100.0 .0 48.0 .38 2.1 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 339. 2.6 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 569. 2.6 .0 44.0 12. WBQ * 536.0 518.0 555.2 518.0 * 19. 90. AG 18. 100.0 .0 36.0 .18 1.0 f PAGE 2 JOB: 14th Ave & Davis St - PM RUN: Build 2015
DATE : 11/ 8/10 TIME : 13:39:34
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 26 3.0 903 1600 4.44 3 3 6. SBQ * 60 26 3.0 671 1600 4.44 3 3 9. EBQ * 60 31 3.0 986 1600 4.44 3 3 12. WBQ * 60 31 3.0 339 1600 4.44 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: Build 2015
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .3 .2 10. * .1 .0 .4 .0 20. * .2 .0 .3 .1 30. * .2 .0 .3 .1 40. * .2 .0 .2 .1 50. * .1 .0 .2 .1 60. * .1 .0 .3 .1 70. * .0 .0 .3 .1 80. * .0 .0 .3 .1 90. * .1 .0 .2 .0 100. * .2 .1 .2 .0 110. * .1 .1 .2 .0 120. * .2 .1 .2 .0 130. * .1 .0 .2 .0 140. * .1 .0 .2 .0 150. * .2 .0 .2 .0 160. * .3 .0 .2 .0 170. * .3 .0 .2 .0 180. * .2 .1 .1 .1 190. * .1 .2 .0 .3 200. * .1 .2 .0 .2 210. * .1 .2 .0 .2 220. * .1 .2 .0 .2 230. * .2 .2 .0 .2 240. * .2 .2 .0 .2 250. * .2 .3 .0 .2 260. * .2 .3 .0 .1 270. * .0 .1 .1 .2 280. * .0 .1 .2 .3 290. * .0 .1 .1 .3 300. * .0 .1 .1 .3 310. * .0 .1 .1 .1 320. * .0 .1 .1 .2 330. * .0 .2 .1 .3 340. * .0 .2 .2 .3 350. * .0 .1 .2 .2 360. * .0 .0 .3 .2 ------*------MAX * .3 .3 .4 .3 DEGR. * 160 250 10 190
THE HIGHEST CONCENTRATION OF .40 PPM OCCURRED AT RECEPTOR REC3 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: No Build 2035
DATE : 11/ 8/10 TIME : 13:50:50
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1082. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 895. .9 .0 44.0 3. NBQ * 518.0 452.0 518.0 400.8 * 51. 180. AG 5. 100.0 .0 36.0 .47 2.6 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 836. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1207. .9 .0 44.0 6. SBQ * 482.0 536.0 482.0 575.5 * 40. 360. AG 5. 100.0 .0 36.0 .36 2.0 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 1104. .9 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 772. .9 .0 44.0 9. EBQ * 464.0 476.0 417.2 476.0 * 47. 270. AG 8. 100.0 .0 48.0 .43 2.4 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 492. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 640. .9 .0 44.0 12. WBQ * 536.0 518.0 563.8 518.0 * 28. 90. AG 6. 100.0 .0 36.0 .26 1.4
PAGE 2 JOB: 14th Ave & Davis St - PM RUN: No Build 2035
DATE : 11/ 8/10 TIME : 13:50:50
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 26 3.0 1082 1600 1.49 3 3 6. SBQ * 60 26 3.0 836 1600 1.49 3 3 9. EBQ * 60 31 3.0 1104 1600 1.49 3 3 12. WBQ * 60 31 3.0 492 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: No Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .1 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .0 .0 .1 210. * .0 .0 .0 .0 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .0 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 10 190 160 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1
JOB: 14th Ave & Davis St - PM RUN: Build 2035
DATE : 11/ 8/10 TIME : 14:19:50
The MODE flag has been set to C for calculating CO averages.
SITE & METEOROLOGICAL VARIABLES ------VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 6 (F) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 PPM
LINK VARIABLES ------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------*------*------1. NBA * 518.0 .0 518.0 500.0 * 500. 360. AG 1365. .9 .0 56.0 2. NBD * 518.0 500.0 518.0 1000.0 * 500. 360. AG 1068. .9 .0 44.0 3. NBQ * 518.0 452.0 518.0 392.3 * 60. 180. AG 5. 100.0 .0 36.0 .55 3.0 4. SBA * 482.0 1000.0 482.0 500.0 * 500. 180. AG 813. .9 .0 56.0 5. SBD * 482.0 500.0 482.0 .0 * 500. 180. AG 1167. .9 .0 44.0 6. SBQ * 482.0 536.0 482.0 571.6 * 36. 360. AG 5. 100.0 .0 36.0 .33 1.8 7. EBA * .0 476.0 500.0 476.0 * 500. 90. AG 1143. .9 .0 68.0 8. EBD * 500.0 476.0 1000.0 476.0 * 500. 90. AG 801. .9 .0 44.0 9. EBQ * 464.0 476.0 412.6 476.0 * 51. 270. AG 9. 100.0 .0 48.0 .49 2.6 10. WBA * 1000.0 518.0 500.0 518.0 * 500. 270. AG 423. .9 .0 56.0 11. WBD * 500.0 518.0 .0 518.0 * 500. 270. AG 708. .9 .0 44.0 12. WBQ * 536.0 518.0 561.4 518.0 * 25. 90. AG 7. 100.0 .0 36.0 .24 1.3
PAGE 2 JOB: 14th Ave & Davis St - PM RUN: Build 2035
DATE : 11/ 8/10 TIME : 14:19:50
ADDITIONAL QUEUE LINK PARAMETERS ------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------*------3. NBQ * 60 24 3.0 1365 1600 1.49 3 3 6. SBQ * 60 24 3.0 813 1600 1.49 3 3 9. EBQ * 60 33 3.0 1143 1600 1.49 3 3 12. WBQ * 60 33 3.0 423 1600 1.49 3 3
RECEPTOR LOCATIONS ------* COORDINATES (FT) * RECEPTOR * X Y Z * ------*------* 1. Rcpt_1 * 444.0 556.0 5.4 * 2. Rcpt_2 * 556.0 556.0 5.4 * 3. Rcpt_3 * 444.0 432.0 5.4 * 4. Rcpt_4 * 556.0 432.0 5.4 * PAGE 3 JOB: 14th Ave & Davis St - PM RUN: Build 2035
MODEL RESULTS ------
REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-360.
WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 ------*------0. * .0 .0 .0 .0 10. * .0 .0 .0 .0 20. * .0 .0 .0 .0 30. * .0 .0 .0 .0 40. * .0 .0 .0 .0 50. * .0 .0 .0 .0 60. * .0 .0 .0 .0 70. * .0 .0 .0 .0 80. * .0 .0 .0 .0 90. * .0 .0 .0 .0 100. * .0 .0 .0 .0 110. * .0 .0 .0 .0 120. * .0 .0 .0 .0 130. * .0 .0 .0 .0 140. * .0 .0 .0 .0 150. * .0 .0 .0 .0 160. * .0 .0 .1 .0 170. * .1 .0 .1 .0 180. * .0 .0 .0 .0 190. * .0 .1 .0 .1 200. * .0 .1 .0 .1 210. * .0 .0 .0 .1 220. * .0 .0 .0 .0 230. * .0 .0 .0 .0 240. * .0 .0 .0 .0 250. * .0 .0 .0 .0 260. * .0 .0 .0 .0 270. * .0 .0 .0 .0 280. * .0 .0 .1 .1 290. * .0 .0 .1 .0 300. * .0 .0 .0 .0 310. * .0 .0 .0 .0 320. * .0 .0 .0 .0 330. * .0 .0 .0 .0 340. * .0 .1 .0 .0 350. * .0 .1 .0 .1 360. * .0 .0 .0 .0 ------*------MAX * .1 .1 .1 .1 DEGR. * 170 190 160 190
THE HIGHEST CONCENTRATION OF .10 PPM OCCURRED AT RECEPTOR REC3 . Title : BURDEN 2009 & 2015 & 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/26 13:51:46 Scen Year: 2009 -- All model years in the range 1965 to 2009 selected Season : Annual Area : Alameda County I/M Stat : Enhanced Interim (2005) Emissions: Tons Per Day ***************************************************************************************************************************************************************************************************************** - - - - H e a v y D u t y T r u c k s ------Light Duty Passenger Cars ------Light Duty Trucks ------Medium Duty Trucks ------Gasoline Trucks ------Diesel Total HD Urban Motor- All Non-cat Cat Diesel Total Non-cat Cat Diesel Total Non-cat Cat Diesel Total Non-cat Cat Total Trucks Trucks Buses cycles Vehicles **************************************************************************************************************************************************************************************************************** Vehicles 9782. 636243. 2223. 648248. 5520. 354949. 4479. 364949. 523. 80550. 5796. 86868. 738. 9197. 9935. 21286. 31221. 1536. 32222. 1165040. VMT/1000 176. 20342. 52. 20570. 119. 12246. 136. 12501. 11. 3097. 227. 3335. 7. 240. 247. 2031. 2277. 182. 250. 39116. Trips 39109. 4007760. 12286. 4059150. 22532. 2232950. 27347. 2282830. 6260. 806671. 69063. 881994. 13568. 162393. 175961. 375714. 551675. 6143. 64439. 7846230. ------Reactive Organic Gas Emissions Run Exh 1.22 1.42 0.01 2.65 0.83 1.18 0.01 2.03 0.09 0.41 0.06 0.56 0.05 0.25 0.30 1.76 2.06 0.17 1.03 8.49 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.01 0.22 0.23 0.00 0.00 0.24 Start Ex 0.24 2.45 0.00 2.69 0.14 1.56 0.00 1.70 0.05 0.58 0.00 0.63 0.17 0.32 0.49 0.00 0.49 0.00 0.18 5.70 ------Total Ex 1.46 3.88 0.01 5.34 0.97 2.75 0.01 3.73 0.14 1.01 0.06 1.21 0.22 0.58 0.80 1.98 2.78 0.17 1.21 14.44
Diurnal 0.05 0.44 0.00 0.49 0.03 0.25 0.00 0.27 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.84 Hot Soak 0.13 0.83 0.00 0.96 0.08 0.45 0.00 0.52 0.01 0.08 0.00 0.08 0.01 0.01 0.01 0.00 0.01 0.00 0.04 1.62 Running 0.79 2.46 0.00 3.25 0.28 2.42 0.00 2.70 0.03 0.60 0.00 0.63 0.06 0.10 0.17 0.00 0.17 0.00 0.21 6.96 Resting 0.03 0.26 0.00 0.29 0.02 0.15 0.00 0.17 0.00 0.02 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.51 ------Total 2.46 7.87 0.01 10.33 1.37 6.01 0.01 7.40 0.18 1.74 0.06 1.97 0.29 0.69 0.98 1.98 2.96 0.17 1.53 24.36 ------Carbon Monoxide Emissions Run Exh 16.07 49.76 0.04 65.87 10.80 44.37 0.09 55.26 1.71 9.67 0.27 11.66 1.24 4.33 5.58 8.05 13.63 0.97 13.28 160.67 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.01 0.10 0.00 0.05 0.05 0.87 0.92 0.00 0.00 1.02 Start Ex 1.32 27.82 0.00 29.13 0.76 20.32 0.00 21.07 0.31 7.17 0.00 7.48 1.14 5.55 6.69 0.00 6.69 0.04 0.72 65.14 ------Total Ex 17.39 77.57 0.04 95.00 11.56 64.69 0.09 76.34 2.02 16.94 0.28 19.24 2.39 9.93 12.32 8.93 21.25 1.00 14.00 226.84 ------Oxides of Nitrogen Emissions Run Exh 0.91 5.41 0.09 6.41 0.60 5.90 0.23 6.74 0.07 1.66 1.18 2.92 0.03 1.10 1.13 31.13 32.26 3.68 0.36 52.37 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00 1.83 1.84 0.00 0.00 1.85 Start Ex 0.06 1.76 0.00 1.82 0.04 1.51 0.00 1.55 0.01 1.05 0.00 1.06 0.02 0.63 0.65 0.00 0.65 0.00 0.02 5.11 ------Total Ex 0.98 7.17 0.09 8.24 0.64 7.41 0.23 8.29 0.08 2.72 1.20 3.99 0.05 1.73 1.78 32.96 34.74 3.68 0.39 59.33 ------Carbon Dioxide Emissions (000) Run Exh 0.10 8.44 0.02 8.56 0.07 6.30 0.05 6.42 0.01 2.34 0.13 2.48 0.01 0.18 0.18 3.85 4.03 0.51 0.04 22.03 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.11 0.00 0.00 0.12 Start Ex 0.01 0.32 0.00 0.33 0.00 0.22 0.00 0.23 0.00 0.08 0.00 0.08 0.00 0.01 0.01 0.00 0.01 0.00 0.00 0.65 ------Total Ex 0.11 8.77 0.02 8.89 0.07 6.52 0.05 6.64 0.01 2.42 0.13 2.56 0.01 0.18 0.19 3.96 4.15 0.51 0.04 22.80 ------PM10 Emissions Run Exh 0.01 0.23 0.01 0.24 0.00 0.26 0.01 0.28 0.00 0.07 0.02 0.08 0.00 0.00 0.00 1.12 1.13 0.06 0.01 1.80 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.00 0.00 0.03 Start Ex 0.00 0.03 0.00 0.03 0.00 0.03 0.00 0.03 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 ------Total Ex 0.01 0.26 0.01 0.27 0.00 0.29 0.01 0.30 0.00 0.08 0.02 0.09 0.00 0.00 0.00 1.16 1.16 0.06 0.01 1.90
TireWear 0.00 0.18 0.00 0.18 0.00 0.11 0.00 0.11 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.06 0.07 0.00 0.00 0.39 BrakeWr 0.00 0.28 0.00 0.28 0.00 0.17 0.00 0.17 0.00 0.04 0.00 0.05 0.00 0.00 0.00 0.05 0.06 0.00 0.00 0.56 ------Total 0.01 0.72 0.01 0.74 0.01 0.57 0.01 0.59 0.00 0.15 0.02 0.17 0.00 0.01 0.01 1.27 1.28 0.07 0.02 2.86 ------Lead 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SOx 0.00 0.09 0.00 0.09 0.00 0.06 0.00 0.07 0.00 0.02 0.00 0.02 0.00 0.00 0.00 0.04 0.04 0.00 0.00 0.22 ------Fuel Consumption (000 gallons) Gasoline 14.34 911.32 0.00 925.66 9.59 678.82 0.00 688.41 1.41 250.68 0.00 252.08 1.29 20.66 21.95 0.00 21.95 1.16 6.84 1896.11 Diesel 0.00 0.00 1.86 1.86 0.00 0.00 4.69 4.69 0.00 0.00 11.63 11.63 0.00 0.00 0.00 356.33 356.33 44.72 0.00 419.23 ****************************************************************************************************************************************************************************************************************
Title : BURDEN 2009 & 2015 & 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/26 13:51:46 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Alameda County I/M Stat : Enhanced Interim (2005) Emissions: Tons Per Day ***************************************************************************************************************************************************************************************************************** - - - - H e a v y D u t y T r u c k s ------Light Duty Passenger Cars ------Light Duty Trucks ------Medium Duty Trucks ------Gasoline Trucks ------Diesel Total HD Urban Motor- All Non-cat Cat Diesel Total Non-cat Cat Diesel Total Non-cat Cat Diesel Total Non-cat Cat Total Trucks Trucks Buses cycles Vehicles **************************************************************************************************************************************************************************************************************** Vehicles 1807. 712344. 1089. 715240. 1556. 396532. 3006. 401095. 210. 89385. 6108. 95702. 208. 10189. 10397. 22646. 33043. 1675. 35530. 1282290. VMT/1000 32. 22568. 24. 22623. 33. 13373. 83. 13489. 4. 3168. 224. 3397. 2. 248. 250. 2090. 2340. 198. 282. 42329. Trips 6933. 4457530. 5630. 4470100. 6009. 2461780. 17449. 2485240. 2005. 888056. 73794. 963856. 4490. 172868. 177358. 416730. 594089. 6702. 71052. 8591030. ------Reactive Organic Gas Emissions Run Exh 0.22 0.78 0.00 1.01 0.24 0.77 0.01 1.01 0.04 0.26 0.05 0.35 0.01 0.14 0.15 1.11 1.26 0.18 0.98 4.78 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.01 0.16 0.17 0.00 0.00 0.19 Start Ex 0.04 1.38 0.00 1.43 0.04 1.08 0.00 1.11 0.02 0.45 0.00 0.47 0.05 0.25 0.30 0.00 0.30 0.00 0.18 3.49 ------Total Ex 0.27 2.17 0.00 2.44 0.27 1.84 0.01 2.12 0.05 0.73 0.05 0.83 0.07 0.40 0.46 1.27 1.74 0.18 1.16 8.47
Diurnal 0.01 0.35 0.00 0.36 0.01 0.24 0.00 0.25 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.70 Hot Soak 0.02 0.81 0.00 0.83 0.02 0.53 0.00 0.55 0.00 0.10 0.00 0.10 0.00 0.01 0.01 0.00 0.01 0.00 0.03 1.51 Running 0.12 1.85 0.00 1.97 0.05 2.35 0.00 2.40 0.01 0.64 0.00 0.64 0.02 0.10 0.12 0.00 0.12 0.00 0.12 5.25 Resting 0.01 0.25 0.00 0.26 0.01 0.18 0.00 0.19 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.50 ------Total 0.42 5.43 0.00 5.86 0.35 5.14 0.01 5.50 0.06 1.53 0.05 1.64 0.09 0.50 0.59 1.27 1.86 0.18 1.39 16.43 ------Carbon Monoxide Emissions Run Exh 2.75 32.52 0.02 35.28 2.85 32.10 0.05 35.01 0.65 7.30 0.25 8.20 0.34 2.51 2.85 5.38 8.23 0.99 10.17 97.89 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.01 0.10 0.00 0.05 0.05 0.78 0.83 0.00 0.00 0.93 Start Ex 0.22 17.66 0.00 17.89 0.20 14.86 0.00 15.05 0.10 5.59 0.00 5.69 0.34 4.32 4.66 0.00 4.66 0.04 0.84 44.17 ------Total Ex 2.97 50.18 0.02 53.17 3.05 46.96 0.05 50.06 0.75 12.98 0.26 13.99 0.68 6.88 7.56 6.15 13.72 1.04 11.02 143.00 ------Oxides of Nitrogen Emissions Run Exh 0.16 3.20 0.04 3.40 0.16 3.90 0.14 4.20 0.03 1.12 0.80 1.95 0.01 0.62 0.62 16.80 17.43 3.84 0.38 31.20 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 1.92 1.92 0.00 0.00 1.93 Start Ex 0.01 1.07 0.00 1.08 0.01 1.09 0.00 1.10 0.00 1.01 0.00 1.01 0.01 0.50 0.50 0.00 0.50 0.01 0.02 3.73 ------Total Ex 0.17 4.28 0.04 4.49 0.17 4.99 0.14 5.30 0.03 2.13 0.81 2.97 0.01 1.11 1.12 18.72 19.84 3.85 0.40 36.86 ------Carbon Dioxide Emissions (000) Run Exh 0.02 9.23 0.01 9.26 0.02 6.88 0.03 6.93 0.00 2.40 0.13 2.53 0.00 0.18 0.19 3.95 4.14 0.55 0.05 23.45 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.11 0.00 0.00 0.11 Start Ex 0.00 0.35 0.00 0.35 0.00 0.24 0.00 0.25 0.00 0.08 0.00 0.08 0.00 0.01 0.01 0.00 0.01 0.00 0.00 0.69 ------Total Ex 0.02 9.58 0.01 9.61 0.02 7.12 0.03 7.17 0.00 2.49 0.13 2.62 0.00 0.19 0.20 4.06 4.26 0.55 0.06 24.26 ------PM10 Emissions Run Exh 0.00 0.26 0.00 0.27 0.00 0.32 0.00 0.33 0.00 0.09 0.01 0.10 0.00 0.00 0.00 0.64 0.64 0.07 0.01 1.41 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.02 Start Ex 0.00 0.03 0.00 0.03 0.00 0.03 0.00 0.03 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 ------Total Ex 0.00 0.29 0.00 0.30 0.00 0.36 0.00 0.36 0.00 0.10 0.01 0.11 0.00 0.00 0.00 0.66 0.66 0.07 0.01 1.51
TireWear 0.00 0.20 0.00 0.20 0.00 0.12 0.00 0.12 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.06 0.07 0.00 0.00 0.42 BrakeWr 0.00 0.31 0.00 0.31 0.00 0.18 0.00 0.19 0.00 0.04 0.00 0.05 0.00 0.00 0.00 0.05 0.06 0.00 0.00 0.61 ------Total 0.00 0.80 0.00 0.81 0.00 0.66 0.01 0.67 0.00 0.17 0.02 0.19 0.00 0.01 0.01 0.78 0.79 0.07 0.01 2.53 ------Lead 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SOx 0.00 0.09 0.00 0.09 0.00 0.07 0.00 0.07 0.00 0.02 0.00 0.03 0.00 0.00 0.00 0.04 0.04 0.01 0.00 0.23 ------Fuel Consumption (000 gallons) Gasoline 2.55 990.09 0.00 992.64 2.60 737.30 0.00 739.90 0.51 256.81 0.00 257.32 0.39 21.00 21.39 0.00 21.39 1.38 7.82 2020.46 Diesel 0.00 0.00 0.85 0.85 0.00 0.00 2.85 2.85 0.00 0.00 11.50 11.50 0.00 0.00 0.00 365.50 365.50 48.00 0.00 428.71 ****************************************************************************************************************************************************************************************************************
Title : BURDEN 2009 & 2015 & 2035 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/10/26 13:51:46 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Alameda County I/M Stat : Enhanced Interim (2005) Emissions: Tons Per Day ***************************************************************************************************************************************************************************************************************** - - - - H e a v y D u t y T r u c k s ------Light Duty Passenger Cars ------Light Duty Trucks ------Medium Duty Trucks ------Gasoline Trucks ------Diesel Total HD Urban Motor- All Non-cat Cat Diesel Total Non-cat Cat Diesel Total Non-cat Cat Diesel Total Non-cat Cat Total Trucks Trucks Buses cycles Vehicles **************************************************************************************************************************************************************************************************************** Vehicles 0. 935542. 39. 935581. 0. 525302. 321. 525623. 0. 119630. 7009. 126638. 0. 13334. 13334. 28601. 41935. 2086. 46447. 1678310. VMT/1000 0. 29215. 1. 29215. 0. 17452. 7. 17460. 0. 4077. 252. 4329. 0. 318. 318. 2549. 2866. 247. 365. 54482. Trips 0. 5799230. 170. 5799400. 0. 3198180. 1362. 3199540. 0. 1175370. 87553. 1262920. 0. 222998. 222998. 550682. 773679. 8343. 92885. 11136800. ------Reactive Organic Gas Emissions Run Exh 0.00 0.25 0.00 0.25 0.00 0.27 0.00 0.27 0.00 0.09 0.03 0.12 0.00 0.02 0.02 0.54 0.56 0.13 1.18 2.51 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.01 0.14 0.15 0.00 0.00 0.18 Start Ex 0.00 0.27 0.00 0.27 0.00 0.31 0.00 0.31 0.00 0.21 0.00 0.21 0.00 0.11 0.11 0.00 0.11 0.01 0.23 1.13 ------Total Ex 0.00 0.52 0.00 0.52 0.00 0.59 0.00 0.59 0.00 0.32 0.03 0.34 0.00 0.13 0.13 0.69 0.82 0.13 1.41 3.82
Diurnal 0.00 0.11 0.00 0.11 0.00 0.16 0.00 0.16 0.00 0.04 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.38 Hot Soak 0.00 0.40 0.00 0.40 0.00 0.38 0.00 0.38 0.00 0.11 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.93 Running 0.00 1.23 0.00 1.23 0.00 1.52 0.00 1.52 0.00 0.53 0.00 0.53 0.00 0.07 0.07 0.00 0.07 0.00 0.12 3.47 Resting 0.00 0.12 0.00 0.12 0.00 0.17 0.00 0.17 0.00 0.05 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.37 ------Total 0.00 2.39 0.00 2.39 0.00 2.82 0.00 2.82 0.00 1.04 0.03 1.07 0.00 0.21 0.21 0.69 0.89 0.14 1.66 8.96 ------Carbon Monoxide Emissions Run Exh 0.00 14.46 0.00 14.46 0.00 14.60 0.00 14.60 0.00 4.56 0.24 4.80 0.00 0.61 0.61 3.27 3.87 0.57 10.48 48.78 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.01 0.14 0.00 0.06 0.06 0.83 0.89 0.00 0.00 1.03 Start Ex 0.00 5.21 0.00 5.21 0.00 5.37 0.00 5.37 0.00 3.32 0.00 3.32 0.00 1.97 1.97 0.00 1.97 0.05 1.16 17.09 ------Total Ex 0.00 19.67 0.00 19.67 0.00 19.97 0.00 19.97 0.00 8.01 0.24 8.25 0.00 2.63 2.63 4.09 6.73 0.63 11.64 66.89 ------Oxides of Nitrogen Emissions Run Exh 0.00 1.15 0.00 1.15 0.00 1.27 0.01 1.28 0.00 0.42 0.26 0.68 0.00 0.14 0.14 5.14 5.28 2.76 0.47 11.63 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 2.32 2.32 0.00 0.00 2.34 Start Ex 0.00 0.22 0.00 0.22 0.00 0.29 0.00 0.29 0.00 0.84 0.00 0.84 0.00 0.24 0.24 0.00 0.24 0.01 0.03 1.63 ------Total Ex 0.00 1.37 0.00 1.37 0.00 1.56 0.01 1.57 0.00 1.27 0.28 1.55 0.00 0.38 0.38 7.46 7.84 2.77 0.50 15.61 ------Carbon Dioxide Emissions (000) Run Exh 0.00 12.16 0.00 12.16 0.00 9.29 0.00 9.29 0.00 3.19 0.14 3.33 0.00 0.24 0.24 4.80 5.04 0.56 0.07 30.46 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.12 0.13 0.00 0.00 0.13 Start Ex 0.00 0.45 0.00 0.45 0.00 0.31 0.00 0.31 0.00 0.11 0.00 0.11 0.00 0.01 0.01 0.00 0.01 0.00 0.00 0.88 ------Total Ex 0.00 12.61 0.00 12.61 0.00 9.61 0.00 9.61 0.00 3.30 0.15 3.45 0.00 0.25 0.25 4.93 5.18 0.56 0.08 31.48 ------PM10 Emissions Run Exh 0.00 0.38 0.00 0.38 0.00 0.48 0.00 0.48 0.00 0.14 0.01 0.15 0.00 0.00 0.00 0.27 0.27 0.05 0.01 1.35 Idle Exh 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Start Ex 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 ------Total Ex 0.00 0.42 0.00 0.42 0.00 0.52 0.00 0.52 0.00 0.15 0.01 0.16 0.00 0.00 0.00 0.27 0.28 0.05 0.01 1.44
TireWear 0.00 0.26 0.00 0.26 0.00 0.15 0.00 0.15 0.00 0.04 0.00 0.04 0.00 0.00 0.00 0.08 0.08 0.00 0.00 0.54 BrakeWr 0.00 0.40 0.00 0.40 0.00 0.24 0.00 0.24 0.00 0.06 0.00 0.06 0.00 0.00 0.00 0.06 0.07 0.00 0.00 0.78 ------Total 0.00 1.08 0.00 1.08 0.00 0.92 0.00 0.92 0.00 0.25 0.01 0.26 0.00 0.01 0.01 0.41 0.43 0.06 0.01 2.76 ------Lead 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SOx 0.00 0.12 0.00 0.12 0.00 0.09 0.00 0.09 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.05 0.05 0.01 0.00 0.30 ------Fuel Consumption (000 gallons) Gasoline 0.00 1293.85 0.00 1293.85 0.00 986.89 0.00 986.89 0.00 339.38 0.00 339.38 0.00 26.00 26.00 0.00 26.00 4.41 10.23 2660.75 Diesel 0.00 0.00 0.03 0.03 0.00 0.00 0.24 0.24 0.00 0.00 13.05 13.05 0.00 0.00 0.00 443.59 443.59 46.86 0.00 503.77 **************************************************************************************************************************************************************************************************************** TAHA AIR QUALITY ASSUMPTIONS & INPUTS
Project: AC Transit East Bay BRT Project Number: 2009-072
Existing Year: 2009 Analysis Years: 2015 2035
Existing VMT (from EMFAC2007): 39,116,000 2015 Project VMT (from EMFAC2007): 42,329,000 2035 Project VMT (from EMFAC2007): 54,482,000
EMFAC Model: EMFAC2007 Existing CO Emissions: 226.84 2015 Project Year CO Emissions: 143.00 2035 Project Year CO Emissions: 66.89
Persistence Factor: 0.7
Existing 8-Hr Ambient CO Concentration (ppm): 2.40 Existing 1-Hr Ambient CO Concentration (ppm): 3.43
EMFAC Assumptions Season/Month: Annual Temperature: 57.1oF Speed:j 20 mph Carbon Monoxide Protocol, 12/1997
CAL3QHC INPUTS Future Pre- Future Pre- Future Project Scenario: Existing Project Future Project Project Project Project Year: 2009 2015 2015 2035 2035 Average Time (seconds): 60 60 60 60 60 Surface Roughness Factor: 100 100 100 100 100 Emissions Factor - Free Flow Link (g/veh-mile): 4.488 2.578 2.578 0.942 0.942 Emissions Factor - Idle (g/veh-hr): 8.267 4.441 4.441 1.487 1.487 Saturation Flow Rate (veh/hr): 1600 1600 1600 1600 1600 Receptor Height (Z-Coordinate) (feet): 5.4 5.4 5.4 5.4 5.4 Wind Speed (m/s): 11111 Stability Class: FFFFF Ambient 1-Hr CO Concentration (ppm): 3.43 2.34 2.34 1.41 1.41 Ambient 8-Hr CO Concentration (ppm): 2.40 1.64 1.64 0.99 0.99 Part 4
Regional Operational Emissions
City Wide Operational Emissions
AC Transit BRT Running Emissions Scenario VMT ROG (tpy) ROG (ppd) NOx (tpy) NOx (ppd) PM10 (tpy) PM10 (ppd) PM2.5 (tpy) PM2.5 (ppd) CO (tpy) CO (ppd) SOx(tpy) SOx (ppd) No Build 2015 4,954,375 163 896 937 5,134 90 492 56 306 4,164 22,817 8 44 LPA 2015 4,943,059 163 894 935 5,122 89 490 56 305 4,155 22,765 8 44
No Project 2035 5,781,545 79 433 328 1,797 98 535 60 331 1,954 10,707 9 51 LPA 2035 5,739,366 79 430 326 1,784 97 531 60 329 1,940 10,629 9 51
AC Transit BRT Change in Running Emissions Scenario VMT ROG (tpy) ROG (ppd) NOx (tpy) NOx (ppd) PM10 (tpy) PM10 (ppd) PM2.5 (tpy) PM2.5 (ppd) CO (tpy) CO (ppd) SOx (tpy) SOx (ppd) No Build 2015 vs. LPA 2015 (11,316) (0) (2) (2) (12) (0) (1) (0) (1) (10) (52) (0) (0)
No Build vs. Build Alternatives 3 and 4, With Design Option B (42,180) (1) (3) (2) (13) (1) (4) (0) (2) (14) (78) (0) (0)
AC Transit BRT 2015 Emission Rates ROG g/mi NOx g/mi PM10 g/mi PM2.5 g/mi CO g/mi SOx g/mi 0.082 0.47 0.045 0.028 2.089 0.004
AC Transit BRT 2035 Emission Rates ROG g/mi NOx g/mi PM10 g/mi PM2.5 g/mi CO g/mi SOx g/mi 0.034 0.141 0.042 0.026 0.84 0.004 Title : AC Transit Operations Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/11/09 17:25:09 Scen Year: 2015 -- All model years in the range 1971 to 2015 selected Season : Annual Area : Bay Area AQMD ***************************************************************************************** Year: 2015 -- Model Years 1971 to 2015 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
District Average District Average Bay Area AQMD
Table 1: Running Exhaust Emissions (grams/mile)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.040 0.072 0.081 0.482 0.877 2.191 0.091 30 0.035 0.064 0.071 0.428 0.777 2.110 0.082
Pollutant Name: Methane Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.017 0.026 0.028 0.028 0.043 0.193 0.023 30 0.015 0.023 0.025 0.025 0.039 0.190 0.021
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 1.571 2.629 2.322 3.561 5.111 18.009 2.201 30 1.493 2.494 2.194 3.237 4.556 17.989 2.089
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.133 0.278 0.496 5.879 13.579 1.098 0.484 30 0.128 0.268 0.483 5.733 13.144 1.106 0.470
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 362.764 455.665 618.195 1592.521 2327.218 144.933 466.842 30 336.797 423.206 573.806 1552.722 2317.742 139.601 436.852
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.004 0.004 0.006 0.015 0.022 0.002 0.005 30 0.003 0.004 0.006 0.015 0.022 0.002 0.004
Pollutant Name: PM10 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.011 0.023 0.027 0.222 0.239 0.018 0.025 30 0.010 0.020 0.024 0.205 0.215 0.018 0.023
Pollutant Name: PM10 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.008 0.008 0.009 0.023 0.009 0.004 0.009 30 0.008 0.008 0.009 0.023 0.009 0.004 0.009
Pollutant Name: PM10 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.013 0.013 0.013 0.020 0.013 0.006 0.013 30 0.013 0.013 0.013 0.020 0.013 0.006 0.013
Pollutant Name: PM2.5 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.010 0.021 0.025 0.204 0.220 0.014 0.023 30 0.009 0.019 0.022 0.189 0.198 0.014 0.021
Pollutant Name: PM2.5 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.002 0.002 0.002 0.006 0.002 0.001 0.002 30 0.002 0.002 0.002 0.006 0.002 0.001 0.002
Pollutant Name: PM2.5 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.005 0.005 0.005 0.008 0.005 0.003 0.005 30 0.005 0.005 0.005 0.008 0.005 0.003 0.005
Title : AC Transit Operations Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/11/09 17:25:09 Scen Year: 2035 -- All model years in the range 1991 to 2035 selected Season : Annual Area : Bay Area AQMD ***************************************************************************************** Year: 2035 -- Model Years 1991 to 2035 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006
District Average District Average Bay Area AQMD
Table 1: Running Exhaust Emissions (grams/mile)
Pollutant Name: Reactive Org Gases Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.007 0.014 0.022 0.179 0.423 2.034 0.034 30 0.006 0.012 0.020 0.164 0.380 1.951 0.032
Pollutant Name: Methane Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.006 0.010 0.013 0.010 0.023 0.187 0.010 30 0.005 0.009 0.012 0.009 0.021 0.183 0.009
Pollutant Name: Carbon Monoxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.519 0.883 1.146 1.179 1.687 15.593 0.840 30 0.495 0.841 1.088 1.093 1.497 15.485 0.803
Pollutant Name: Oxides of Nitrogen Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.037 0.068 0.138 1.610 7.738 1.068 0.146 30 0.035 0.065 0.134 1.540 7.491 1.071 0.141
Pollutant Name: Carbon Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 355.064 454.317 618.615 1571.638 1960.877 149.478 457.333 30 329.620 421.774 573.827 1533.943 1945.155 144.502 427.659
Pollutant Name: Sulfur Dioxide Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.003 0.004 0.006 0.015 0.019 0.002 0.004 30 0.003 0.004 0.006 0.015 0.019 0.002 0.004
Pollutant Name: PM10 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.011 0.024 0.028 0.089 0.155 0.015 0.020 30 0.010 0.021 0.025 0.084 0.139 0.014 0.018
Pollutant Name: PM10 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.008 0.008 0.009 0.022 0.009 0.004 0.009 30 0.008 0.008 0.009 0.022 0.009 0.004 0.009
Pollutant Name: PM10 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.013 0.013 0.013 0.019 0.013 0.006 0.013 30 0.013 0.013 0.013 0.019 0.013 0.006 0.013
Pollutant Name: PM2.5 Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.010 0.022 0.026 0.082 0.143 0.011 0.019 30 0.009 0.019 0.023 0.077 0.128 0.011 0.017
Pollutant Name: PM2.5 - Tire Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.002 0.002 0.002 0.005 0.002 0.001 0.002 30 0.002 0.002 0.002 0.005 0.002 0.001 0.002
Pollutant Name: PM2.5 - Brake Wear Temperature: 57F Relative Humidity: 83%
Speed MPH LDA LDT MDT HDT UBUS MCY ALL
27 0.005 0.005 0.005 0.008 0.005 0.003 0.005 30 0.005 0.005 0.005 0.008 0.005 0.003 0.005