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HomeMy WebLinkAbout01 - Appendix GAPPENDIX G AIR QUALITY Final Air Toxic Health Risk Assessment in Support of CEQA Documentation Newport Banning Ranch July 12, 2010 Prepared for: BonTerra Consulting 151 Kalmus Drive, Suite E -200 Costa Mesa, CA 92626 Prepared by: cm 111 Academy, Suite 150 Irvine, California 92617 Project No. 32409 -72517 Contents Section1 Introduction ...... ........................ ........................ ....... ......................................... .1 -1 Section 2 Toxic Air Contaminant (TAC) Human Health Risk Assessment (HHRA) ModelingProtocol ..................................................................................... ............................2 -1 2.1 TAC Emission Estimation Methodology ............. ............................2 -1 2.1.1 Baseline Oilfield Operations on the Project Site ................2 -2 2.1.1.1 Stationary Source Methodology ............... ............................2 -3 2.1.1.2 Mobile Source Methodology ..................... ............................2 -3 2.1.2 Future Consolidated Oilfield Operations ...........................2 -4 2.1.2.1 Stationary Source Methodology ............... ............................2 -4 2.1.2.2 Mobile Source Methodology ..................... ............................2 -5 2.1.3 Future Proposed Residential, Commercial, and Recreational Operations ......................................... ............................2 -5 2.2 Compare TAC Emissions to SCAQMD Tier 1 Risk Assessment Thresholds............................................................................. ............................2 -6 2.3 Air Dispersion Modeling Methodology ............... ............................2 -6 2.4 TAC HARP Modeling Methodology .................... ............................2 -7 2.5 Identify Uncertainties in the Anal ysis .................. ............................2 -9 Section 3 Toxic Air Contaminant Emission Inventories ................... ............................3 -1 3.2 Consolidated Oilfield Emissions ........................... ............................3 -4 3.3 Residential and Commercial Development ......... ............................3 -5 Section 4 Air Dispersion Modeling ..................................................... ............................4 -1 4.1 Sources and Receptors ............................................ ............................4 -1 4.1.1 Baseline Model ............................................ ............................4 -1 4.1.2 Proposed Project Impact on Fenceline Receptors ..............4 -1 4.1.3 Consolidated Oilfield Impact on Residential Receptors ... 4-2 4.2 Meteorological Data ................................................ ............................4 -2 4.3 Terrain Files .............................................................. ............................4 -2 Section 5 Human Health Risk Assessment (HHRA) ........................ ............................5 -1 5.1 Tier 1 Analysis ......................................................... ............................5 -1 5.2 Tier 4 (HARP) Analysis .......................................... ............................5 -6 5.2.1 Proposed Project Incremental Impacts to Existing Receptors.................................................................. ............................5 -6 5.2.1.1 Cancer Risk .................................................. ............................5 -6 5.2.1.2 Chronic Non - Cancer Risk ......................... ............................5 -7 5.2.1.3 Acute Risks .................................................. ............................5 -7 5.2.2 Consolidated Oilfield Impacts on New (Proposed Project) Residential, Commercial, and Recreational Areas .........................5 -8 5.2.2.1 Cancer Risk .................................................. ............................5 -8 5.2.2.2 Chronic Non - Cancer Risk ......................... ............................5 -8 5.2.2.3 Acute Risks .................................................. ............................5 -9 5.2.3 Cancer Burden ............................................ ............................5 -9 Section 6 Narrative Cumulative Impacts Assessment ...................... ............................6 -1 6.1 Cumulative Cancer Risks ....................................... ............................6 -1 •� NBR Technical Repic N2]_06_10 Final -PRINT dcc Contents (continued) 6.2 Cumulative Chronic Non -Cancer Health Hazards ........................6 -2 6.3 Cumulative Non - Cancer Acute Health Hazards ............................6 -2 Section 7 Uncertainties .......................................................................... ............................6 -1 7.1 Uncertainties Associated with TAC Emissions, Concentrations and Deposition............................................................................. ............................6 -1 7.1.1 Emissions ................................... .............................................. 6 -1 7.1.2 Concentrations ...... ................................................................. .6 -1 7.13 Deposition ................................................... ............................6 -2 7.2 Uncertainties Associated with Toxicity Assessment ......................6 -2 7.3 Uncertainties Associated with Exposure Durations.. ............... ..... 6-3 7.4 Summary .................................................................. ............................6 -3 Section8 References .............................................................................. ............................6 -1 List of Attachments Attachment A TAC Emissions Calculations Attachment B AERMOD Output Files Attachment C Tier 1 Risk Assessment Attachment D Tier 4 Risk Assessment with HARP Attachment E Census Data and Cancer Burden Calculation List of Figures Figure 4 -1 Baseline Operational Sources ................................................ ............................4 -3 Figure 4 -2 Proposed Project Operational Sources ............... .............................................. 4 -4 Figure 4 -3 Future Oilfield Impact on Development Area .............................. ................. .4 -5 Figure 4 -4 2008 Wind Rose for Orange County John Wayne Airport (SNA) ...............4 -6 List of Tables Table 2 -1 TAC Emission Source and CARB Speciation Profile ........... ............................2 -2 Table 2 -2 SCAQMD TAC Thresholds ..................................................... ............................2 -9 Table 3 -1 Total PMlo and VOC Emissions for Each Scenario .............. ............................3 -1 Table 3 -2 Peak Hourly Operational TAC Emission Rates for Project Scenarios ........... 3 -2 Table 3 -3 Peak Annual Operational TAC Emission Rates for Project Scenarios .......... 3-3 Table 3 -4 Oilfield Maintenance Activities .............................................. ............................3 -4 Table 5 -1 Tier 1 Analysis Major HHRA Contributors .......................... ............................5 -3 Table 5 -2 Selected TACs Chemical Values ............................................. ............................5 -4 Table 5 -3 HARP HHRA Acute, Chronic and Cancer Maximum Incremental Risks ...5 -6 •0 NBR Technical Repic N2]_06_10 Final -PRINT dnc Section I Introduction The Newport Banning Ranch property (Site) is located east of the mouth of the Santa Ana River near the Huntington Beach - Newport Beach city boundary in Orange County, California. The Site is currently operated as a crude oil and gas production facility. Off and gas production operations on most of the Site are being managed by Horizontal Drilling, LLC and their operating affiliate, West Newport Oil Company (WNOC). WNOC has approximately 85 active /idle wells spread across most of the approximately 400 acre property. In addition, the City of Newport Beach (City) operates 12 oil wells and one water injection well as well as an oil processing facility located at the West Coast Highway entrance area. The proposed Project is the development of up to 1,375 residential dwelling units, 75,000 square feet of commercial uses, and a 75 -room visitor serving resort/ hotel with associated accommodations. To make room for these homes and facilities, the current oilfield operations will be consolidated onto approximately 20 acres in two general locations with a road running between these two locations. This Human Health Risk Assessment (HHRA) addresses potential health impacts for people exposed to toxic air contaminants (TACs) anticipated to be released during operation of the consolidated oilfield as well as from the new sources associated with the proposed residential and commercial area operations. Incremental TAC emission inventories, dispersion modeling, and health risk assessments will be determined for two cases: 1. Incremental operational impacts of the project after final build -out on the surrounding community. This analysis will include traffic emissions of TACs from motor vehicles operated by the residents living in the project's residential development and the workers/ visitors to the commercial and resort areas, and TAC emissions of natural gas water heaters, landscaping equipment, hearths, consumer products, and architectural coating for the homes and other buildings in the Project area. This analysis will also include the potential incremental impact of consolidating the oil field operations. 2. Operational impacts of the consolidated oil field on the Site's Project area. Although the oilfield operations are ongoing and part of the existing conditions or baseline, the proposed project will place new residences and commercial buildings in areas where no such receptors currently exist. The Project area tends to be downwind of the consolidated oil field areas based on prevailing wind direction. Thus, the proposed project could result in oilfield operational impacts to those residences /buildings that are part of the project. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 1 -1 •0 R \BanningRancMNBRHR 2_ 111MBRTecbnlcal ReWdv12 7 _06_10Ftml- PRIW.dO Section 1 Introduction 1 -2 Section 2 Toxic Air Contaminant (TAC) Human Health Risk Assessment (HHRA) Modeling Protocol This protocol describes the methods and analyses used to conduct a human health risk assessment (HHRA) associated with potential exposure to toxic air contaminants (TACs) emitted from ongoing and future oilfield operations at the Newport Banning Ranch site, as well as from the proposed residential/ commercial development as described in Section 1.3 below. The purpose of the HHRA will be to estimate potential incremental long -term (cancer and chronic non - cancer) and acute risks from operating emissions. The basic steps that will be followed to complete the HHRA include: 1. Estimate TAC emissions from: (a) on -going (baseline) oilfield operations on the project site, (b) future oilfield operations after consolidation of the operations, and (c) future operations of the proposed residential and commercial development on the project site. 2. Compare annual TAC emissions to SCAQMD Risk Assessment Procedures Tier 1 thresholds. 3. If TAC emissions exceed Tier 1 thresholds in Step 2, conduct refined air dispersion modeling to determine TAC exposure concentrations at worker and residential receptors. 4. Apply TAC toxicity values and human inhalation parameters using the HARP model to calculate risks. 5. Identify uncertainties in the analysis. The HHRA will be used to determine the potential health risks that future oilfield operations will have on the proposed residential and commercial development on the Site, and to determine the potential incremental risks that operations of the proposed residential and commercial development along with operations of the consolidated oil field will have on existing residents and workers that live and work near the project site. 2.1 TAC Emission Estimation Methodology TAC inventories will be developed for the on -going (baseline) oilfield operations on the project site, the future consolidated oilfield operations, and the residential, commercial, and recreational development. Various sources and methods will be used to estimate baseline and future TAC emissions. Often, TAC emissions are determined from source respirable particulate matter (PMio) and volatile organic compound (VOC) emissions and source - specific speciation profiles developed by the California •0 NBR Technical Repic N2]_06_10 Final -PRINT dnc 2 -1 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (Hi Modeling Protocol Air Resources Board (CARB). The speciation profiles that will be used on this project are listed in Table 2 -1. Table 2 -1 TAC Emission Source and CARB Speciation Profile Emission Source PMio Profile VOC Profile Natural Gas 121- Residential - Natural Gas 3— External combustion boiler — natural gas Landscape 399 — Gasoline Vehicles -No 401 — Gasoline— non -cat — Catalyst stabilized exhaust —ABR IUS summer 1996 Hearth 121- Residential - Natural Gas 3 — External combustion boiler — natural gas Consumer Products NA 814 — EPA Composite Consumer Products 9/29/95 Architectural Coatings NA 717 — Architectural surface coating —water based paint Diesel Exhaust 425 — Diesel Vehicle Exhaust 818 — Farm equipment— diesel — light & heavy Gasoline Exhaust 399 — Gasoline Vehicles -No 401 — Gasoline — non -cat — Catalyst stabilized exhaust —ABR IUS 400 — Gasoline Vehicles- summer 1996 Catalyst 441 — Gasoline — catalyst — stabilized exhaust — ARB Summer 2003 Paved Road Dust 471 — Paved Road Dust, 1997 NA and after Source: California Air Resources Board 2009a. The list of TACs of concern used in this HHRA was selected based on the TACs identified under California Assembly Bill 2588 (AB 2588) of 1987 for which the CalEPA, Office of Environmental Health Hazard Assessment (OEHI IA) has developed cancer slope factors, chronic reference levels, or acute reference levels. 2.1.1 Baseline Oilfield Operations on the Project Site Operations of the City of Newport Beach (City) oil field include well workovers and maintenance activities, as well as oil /water separation and crude oil storage and loading. Operations of the West Newport Oil Company (WNOC) oil field include well maintenance, well workovers, well drilling, and general oilfield activities (such as oil /water separation and crude oil storage and loading). WNOC has approximately 85 active wells available for oil operations with approximately 58 operating at any one time. The City operates approximately 12 oil wells on the Site, as well as one water injection well and an oil processing facility located at the West Coast Highway entrance area. In addition, baseline oilfield operations include mowing of approximately 120 acres twice per year for vegetation control and fire suppression. Mowing is assumed to be unnecessary in the consolidated oilfield scenario. Ir 0 NBR Technical Repic N27_06_10 Final -PRINT dnc 2 -2 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (HHRA) Modeling Protocol 2.1.1.1 Stationary Source Methodology The air toxics emissions from existing permitted stationary equipment on the City and WNOC sites will be obtained from SCAQMD Annual Emissions Reports (AERs), the most recently available being from 2008. The AERs typically include annual emissions of TACs for the listed equipment. Therefore, baseline operating TAC emissions will be obtained directly from the AERs for the City and WNOC sites. 2.1.1.2 Mobile Source Methodology Emissions from mobile equipment used in regular well drilling & maintenance activities are not included in the AERs. Estimates will be made for ongoing oilfield operations maintenance and other related activities for the 13 City wells and the 58 WNOC wells. These estimates will include emissions from well maintenance equipment used for well drilling, well abandonment, well workovers, site mowing, and other general maintenance activities. The equipment and operating characteristics for each well maintenance activity will be obtained through discussions with City and WNOC staff familiar with oilfield operations. Off -road equipment used for well maintenance includes drill rigs, hydralifts, backhoes, and forklifts - equipment is not typically licensed for travel on public roadways. Daily emissions for off -road equipment are calculated by multiplying an emission factor by the horsepower, load factor, and daily operational hours for each type of equipment. Annual off -road emissions are derived from the daily emissions estimates, the duration of each operational activity, and days of operation for each piece of equipment per activity. Unless otherwise provided by the City or WNOC, off -road equipment horsepower ratings are assumed to be equivalent to the most common horsepower rating in the fleet in CARB's off -road database for the equipment types used on the Site. Off -road exhaust emission factors for VOC and PMlo are developed using the CARB OFFROAD2007 Model. Off -road load factors are from SCAQMD's CEQA Air Quality Handbook, SCAQMD, Table A9-8-D. It is assumed that all equipment operates eight hours per day with the exception of the drill rigs which operate 24 hours per day. On -road on -site equipment PMio and VOC emissions generated from crew and material haul truck trips, cement trucks, and vacuum trucks are calculated using emission factors from the CARB emission factor model EMFAC2007, Version 2.3. The SCAQMD compiled EMFAC2007 factors are used and the most conservative fleet mix of summer versus winter is used. On -road on -site equipment types will be substituted with vehicle types corresponding to CARB vehicle classes. Emission factors for gasoline- powered vehicles are derived from EMFAC2007 Burden Model peak emissions (winter, annual, summer), taking the weighted average of vehicle types and simplifying into two categories: passenger vehicles and delivery trucks. Emissions factors for heavy duty diesel vehicles are •� NBR Technical Repic N27_06_10 Final -PRINT dnc 2 -3 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (HHRA) Modeling Protocol based on the Heavy- Heavy -Duty Diesel Truck (HHDT) emission factors from EMFAC2007 Burden Model. EMFAC2007 emission factors, expressed in pounds per mile, are used to calculate emissions in pounds per day. The EMFAC factors account for start -up, running, and idling. In addition, the VOC emission factors include diurnal, hot soak, running, and resting emissions, and the PMlo factors include tire and brake wear. On -road off -site equipment consists mainly of worker vehicle trips. The PMso and VOC emissions will be calculated using the same methodology assumed for on -road on -site vehicles. In general, the EMFAC2007 emissions factors are multiplied by the total VMT for each vehicle type to obtain emissions in pounds per day. Annual emissions are then calculated using the proposed annual days per activity listed in Table 1 -2. Additional sources of PMio emissions associated with construction activities are related to fugitive dust from both off- and on -road vehicle travel. All calculations of on -road vehicle emissions include an estimate of fugitive dust from paved or un -paved on -road travel. It is assumed that all roads on the oilfield are unpaved and all off -site travel takes place on paved roads. Fugitive dust emissions (PMio) are calculated using the URBEMIS model, USEPA's AP -42, and SCAQMD's CEQA Air Quality Handbook. Daily fugitive dust emissions are calculated for each piece of construction equipment or construction activity, from which annual and peak hourly fugitive dust emissions are determined. Fugitive dust emissions for vehicles traveling on paved roads are calculated using the paved road dust factor for high average daily trip (ADT) roads under average conditions developed by Midwest Research Institute (MRI 1996). All automobiles are assumed to travel on paved roads. On -road on -site equipment is assumed to travel on un -paved roads, and emission factors are calculated for unpaved road dust using USEPA's AP-42, Chapter 13. 2.1.2 Future Consolidated Oilfield Operations It is anticipated that the oilfield consolidation will be completed before the proposed residential and commercial development is started. Therefore, the analysis of future operational emissions will include both the consolidated oilfield and the residential, commercial, and recreational development. 2.1.2.1 Stationary Source Methodology The air toxics emissions from the existing City and WNOC stationary sources obtained from SCAQMD 2008 AERs will be used as a reasonable estimate of future emissions from the permitted oilfield stationary equipment in the consolidated oilfield. After consolidation, it is expected that oilfield production activity in the future would be no greater than the activity in 2008. Therefore, emissions from stationary equipment would be equal to or less than the 2008 inventories. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 2-4 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (HHRA) Modeling Protocol 2.1.2.2 Mobile Source Methodology The level of activity associated with on -road and off -road mobile equipment that perform oilfield maintenance such as well drilling, abandonments, and workovers will remain the same for the City and WNOC oilfields after the consolidation. The activities would, however, be limited geographically to the consolidated oil field sites. The level of emissions from on -road vehicles traveling on the site will decrease due to the decrease in travel distances in the consolidated scenario. These vehicles would not travel over the entire site, but would be limited to traveling to and from the two consolidated locations. 2.1.3 Future Proposed Residential, Commercial, and Recreational Operations The inventory of the operational emissions of the planned Newport Banning Ranch development includes five major land use characteristics.' These are open space, parks and recreation areas, a visitor- serving resort and other complementary commercial uses, low, medium low and medium density residential areas, a mixed - use residential district; and roadways to serve these areas. The proposed project includes up to 1,375 residential units, 75,000 square feet of commercial uses, and 75 visitor serving resort accommodations. Of the existing approximately 401 acre site, 65 acres would be developed for residential dwelling units, 21 acres would be developed for mixed -use residentia1,11 acres would be developed for a visitor - serving resort/ residential uses, 52 acres would be developed for parks and recreation uses, and 252 acres would be reserved for open space use. The acreage set aside for open space would be divided into lowland open space /public trails and facilities, upland open space /public trails and facilities, and consolidated oil facilities. Approximately 20 acres are designated oil fields for use as an oil production facilities consolidation area. All other wells within proposed development or other open space would be abandoned and remediated. There would be two remaining oil sites connected by a 0.5 mile access road. One site is located in the southwestern corner of the property and the other is located in the central portion of the site contiguous to the lowland open space. Emissions from operation of the residential, commercial, and other proposed project development after completion will be calculated using the Urban Emissions model (URBEMIS [version 9.2.4]). Source generating operational emissions associated with the residential and commercial units include motor vehicles, appliances (such as gas water heaters, home furnaces, etc), emissions from architectural coating, consumer products, and miscellaneous outdoor equipment, fireplaces, etc. Toxic emissions will be determined from PM,o and VOC emissions from gasoline and diesel motor vehicle traffic, natural gas combustion, and home furnaces, as well as VOC emissions from consumer products and architectural coating activities. The first year of expected Newport Banning Ranch Planned Community Development Plan. December 2008. •� NBR Technical Repic N2]_06_10 Final -PRINT dec 2 -5 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (Hi Modeling Protocol proposed project operations will be 2013 with the consolidation of oil facilities and commencement of site remediation activities. 2.2 Compare TAC Emissions to SCAQMD Tier 1 Risk Assessment Thresholds An emission screening level HHRA will be performed using the hourly (lbs /hr) and annual (lbs /yr) TAC emissions inventories from the Proposed Project residential and commercial operations as well as the City and WNOC consolidated oil operations described in Section 2.1. The Tier 1 HHRA will follow SCAQMD air toxics risk assessment procedures for Rules 1401 and 2122 The analysis will be based on the assumption that the nearest existing residential receptors are no closer than 100 meters from the Proposed Project operations. If the Tier 1 analysis indicates that TAC emissions exceed the Tier 1 thresholds, then operational risks will be modeled using EPA's AERMOD dispersion model and CARB's Hotspots Analysis Reporting Program (HARP). 2.3 Air Dispersion Modeling Methodology Dispersion modeling will be conducted using AERMOD air dispersion modeling software for the baseline, consolidated oilfield, and residential and commercial operational emissions. The dispersion analysis will be used to determine the exposure concentrations of emitted pollutants at receptors located along the Site fenceline and at selected locations in the Proposed Project residential, mixed use, and recreational areas. The results will be used in the HARP model to determine the health risks associated with the resulting distributed pollutant concentrations. The following three scenarios will be modeled in AERMOD: ■ Baseline Conditions: The existing TAC emissions from the WNOC and City oilfields will be modeled in AERMOD to determine the baseline TAC concentrations at the existing fenceline receptors. The baseline sources will include those on -site sources described in Section 2.1.1, above. The fenceline receptors will be used to conservatively represent the existing nearby residential and worker receptors. ■ Proposed Project Conditions: The future TAC emissions from the Proposed Project residential and commercial site operations as well as consolidated WNOC and City oilfields will be modeled in AERMOD to determine the future TAC concentrations at the existing fenceline receptors. The future Proposed Project sources will include those on -site sources described in Sections 2.1.2 and 2.1.3, above. The fenceline receptors will be used to conservatively represent the existing nearby residential and worker receptors. 2 South Coast Air Quality Management District, Risk Assessment Procedures for Rules 1401 and 212, Version 7, July 2005. •� NBR Technical Ri N2]_06_10 Final -PRINT doe 2 -6 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (HHRA) Modeling Protocol ■ Future Oilfield Impact on Development Area: The consolidated oilfield operational emissions will be modeled in AERMOD to determine the exposure concentration from these sources on the Proposed Project residential, commercial, and recreational areas. The consolidated oil field sources will include those on -site sources described in Section 2.1.2, above. All sources included in the AERMOD analysis will be modeled as area sources types. Since the AERMOD results will be used as input to the HARP risk assessment model, each source must be modeled with a 1 gram per second (g /s) total emission rate. The AERMOD model requires that emissions for area sources be input as a flux in units of grams per second per square meter of source area (g /s /m2). Therefore, to input a flux that is equivalent to 1 g/s mass emission rate, the reciprocal of the source surface area (in square meters) multiplied by 1 g/s is used as the flux. Area sources used to represent stationary oilfield source, vehicle exhaust, and residential/ commercial operational emissions will be modeled at five meters above ground, following the SCAQMD Local Significant Threshold methodology.3 Following the same guidance, areas sources used to represent fugitive dust emissions will be modeled at ground level. All models will be run for a 1 -hour and period averages to generate results compatible with the requirements of HARP and the HHRA. Meteorological data will be obtained for the most representative nearby monitoring station, and upper air data will be obtained for the same time period from San Diego. Due to the proximity of the Site to the Pacific Ocean and Orange County John Wayne Airport (SNA), the airport data was selected as the nearby meteorological station with the most representative data. All scenarios will be modeled with elevated terrain, and site terrain elevation data will be obtained from the United States Geological Survey (USGS) digital elevation model (DEM) files. Terrain elevations will be applied to all sources and receptors included in the AERMOD analyses. Finally, it is anticipated that diesel particulate matter (DPM) will produce the majority of the risk from Proposed Project sources. Impacts to health risk from DPM are entirely through the inhalation pathway. Therefore, all receptors will be modeled as flagpole receptors with a height of 1.8 meters to obtain TAC concentrations in the approximate breathing zone, following the general guidance provided by OEHHA (2003). 2.4 TAC HARP Modeling Methodology The emissions of toxic air pollutants that are anticipated to contribute significantly to cancer/ chronic or acute risk, as estimated from the screening analysis described in Section 2.2 will be included in the HARP risk assessment calculations. As required by 3. SCAQMD, 2003. •� NBR Technical Repic N27_06_10 Final -PRINT dcc 2 -7 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (HHRA) Modeling Protocol the HARP protocol, the chronic air toxic modeling for fenceline, residential, and commercial receptors is conducted for a 70 year period assuming that a person is located at each receptor grid 24 -hours per day, 365 days per year for 70 years. The chronic modeling for receptors in the recreational areas assumes that the maximum exposure time would be 8 hours per day, 245 days per year. The acute air toxic modeling is conducted for the peak one -hour exposure. In addition to the inhalation pathway, four other exposure pathways were chosen in the analysis as recommended by OEHHA and SCAQMD guidelines. The non - inhalation pathways will include ingestion of home grown produce, dermal contact, soil ingestion and ingestion of mothers milk. The analysis of the project impact on existing, offsite receptors (homes, businesses and schools) will be conducted by subtracting the baseline risk from the risks determined after project completion from the Proposed Project consolidated oilfield, residential, and commercial areas. Incremental chronic cancer risks and non -cancer hazards reflect the increase or decrease of potential exposures under the future conditions relative to the existing baseline. The potential effects of nearby projects that are reasonably foreseeable and expected to occur during the same time period as that analyzed for this development project will be discussed qualitatively. It is assumed that sufficient documentation exists for these other projects to identify their potential impacts to air quality and health risks without additional emissions or dispersion modeling analyses. The determination of significance will be made using the Si TAC Thresholds for maximum incremental cancer risk and project incremental hazard index (HI) shown in Table 2 -2. The incremental cancer risk is reported as the increase in cancer cases per million people exposed to the incremental TAC concentration. The maximum HI is determined using a two -step calculation. First, each incremental TAC concentration at each receptor is determined by multiplying the hourly emissions of each TAC by the dispersion factor (X /Q) and dividing by the TAC reference exposure level (REL) set by the State. The resulting ratio for each TAC is called the hazard quotient (HQ). Second, the HQs for all TACs are summed at each receptor, producing the HI at each receptor. HI's are calculated for chronic non -cancer risk (HIi and acute risk (HIA). The peak HI's are reported for comparison to the significance thresholds. These risk calculations are generated using HARP and the TAC emission rates for each scenario. Finally, the HI values are reported by body organs or systems affected (e.g., cardiovascular, central nervous system, respiratory system, kidneys, etc.). The organs or systems with the greatest impact will be noted. •0 NBR Technical Repic N2]_06_10 Final -PRINT dnc 2 -8 Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (Hi Modeling Protocol Table 2 -2 SCAQMD TAC Thresholds Source: SCAQMD 1993 and 2009. 2.5 Identify Uncertainties in the Analysis A number of uncertainties are inherent in estimates of potential carcinogenic risk and non - carcinogenic hazard indices presented in a risk assessment. These uncertainties are generally associated with assumptions, models, and extrapolations that comprise the risk assessment process. Uncertainties in the baseline and proposed project HHRA will be evaluated qualitatively and described. Examples could include uncertainties in assumptions made about current and future site parameters, oilfield equipment, the influence of other sources of toxic air pollutants in the greater Newport Beach and Orange County area air dispersion modeling in general and exposure assumptions for other parameters. The intent of the qualitative uncertainty analyses will be to establish a level of confidence in the results of the HHRA analysis. The focus of the uncertainty discussion will be on diesel exhaust particulates in particular as well as formaldehyde and benzene. These toxic air contaminants are likely to be the most important contributors to potential human health risks. In particular, diesel exhaust particulates may account for essentially all non -cancer health threats estimated in the analyses. As an example of the uncertainty inherent in the diesel exhaust particulate inventory, emissions estimates for on -road and off -road equipment are based on state -wide inventories of current vehicles and vehicle emissions. •0 NBR Technical Repic N2]_06_10 Final -PRINT dcc w Maximum Incremental Hazard Index Cancer Risk Cancer Burden (Chronic & Acute) SCAQMD > 0.5 excess cancer cases Significance > 10 in a. million in areas a 1 in a million risk 1.0 (project increment) Thresholds Source: SCAQMD 1993 and 2009. 2.5 Identify Uncertainties in the Analysis A number of uncertainties are inherent in estimates of potential carcinogenic risk and non - carcinogenic hazard indices presented in a risk assessment. These uncertainties are generally associated with assumptions, models, and extrapolations that comprise the risk assessment process. Uncertainties in the baseline and proposed project HHRA will be evaluated qualitatively and described. Examples could include uncertainties in assumptions made about current and future site parameters, oilfield equipment, the influence of other sources of toxic air pollutants in the greater Newport Beach and Orange County area air dispersion modeling in general and exposure assumptions for other parameters. The intent of the qualitative uncertainty analyses will be to establish a level of confidence in the results of the HHRA analysis. The focus of the uncertainty discussion will be on diesel exhaust particulates in particular as well as formaldehyde and benzene. These toxic air contaminants are likely to be the most important contributors to potential human health risks. In particular, diesel exhaust particulates may account for essentially all non -cancer health threats estimated in the analyses. As an example of the uncertainty inherent in the diesel exhaust particulate inventory, emissions estimates for on -road and off -road equipment are based on state -wide inventories of current vehicles and vehicle emissions. •0 NBR Technical Repic N2]_06_10 Final -PRINT dcc w Section 2 Toxic Air Contaminant (TAC), Human Health Risk Assessment (HHRA) Modeling Protocol •0 NBR Technical Repic N2]_06_10 Final -PRINT dnc 2 -10 Section 3 Toxic Air Contaminant Emission Inventories Emission inventories of PM,o and VOC were developed following the methodology described in Section 2.1 for the baseline WNOC and City oilfields, the future consolidated oilfield, and the planned residential, commercial, and recreational development. These inventories are summarized in Table 3 -1. Table 3 -1 Total PM10 and VOC Emissions for Each Scenario Scenario VOC PM10 Ibs /hr Ibs /yr Ibs /hr Ibs /yr 2008 Baseline (Total) 5.8 8,134 10.3 2,623 Future Consolidated Oilfield Future Development 5.2 18.0 7,850 52,640 2.2 21.0 590 61,120 Proposed Project Operations (Total) 23.1 60,490 23.2 61,710 Source: CDM 2009. Note: Numbers may not add to exact totals due to rounding Detailed emission inventories including emissions factors for on -road and off -road vehicles, oilfield maintenance equipment details, the WNOC and City AERs, speciated criteria pollutant inventories, and URBEMIS results for the residential, commercial, and recreational development area may be found in Attachment A. The hourly and annual TAC emissions for each of the scenarios considered are presented in Tables 3-2 and 3-3, respectively. The remainder of this section provides clarification of the approach used for developing the TAC emission inventories for each scenario. •� NBR Technical Repic N27_06_10 Final -PRINT dcc 3 -1 Section 3 Toxic Air Contaminant Emission Inventories Table 3 -2 Peak Hourly Operational TAC Emission Rates for Project Scenarios Toxic Air Contaminant Baseline Consolidated Oilfield Combined Oilfield and Development Incremental Project over Baseline Ibs /hr Ibs /hr Ibs /hr Ibslhr 1,1,1 - trichloroethane - - 0.927601 0.927601 1,3- butadiene 0.002453 0.001256 0.027273 0.024819 2-ethoxyethanol ficellosolvel (i - - 0.010581 0.010581 2-ei acetate cellosolve acetate - - 0.012345 0.012345 acetaldehyde 0.094807 0.048504 0.068443 0.026365 acrolein (2- propenal) 0.000001 0.000001 0.006107 0.006106 ammonia 0.146466 0.146466 0.146466 arsenic 0.000147 0.000030 0.000040 0.000108 benzene 0.050258 0.037651 0.178799 0.128541 bromine 0.000183 0.000038 0.000038 0.000145 cadmium 0.000146 0.000032 0.000034 0.000112 chlorine 0.008332 0.001693 0.008466 0.000133 chlorobenzene - - 0.007054 0.007054 chloro icrin - - 0.028216 0.028216 chromium VI 0.000024 0.000005 0.000013 0.000011 copper 0.001539 0.000309 0.000468 0.001071 dichloromethane imethylene chloride 0.089954 0.089954 ethyl chloride - - 0.005772 0.005772 eth (benzene 0..003940 0..002016 0.062020 0.058080 ethylene i - - 0.308132 0.308132 ethylene oxide - - 0.038797 0.038797 formaldehyde 0.192551 0.099891 0.237282 0.044731 isomers of xylene 0.013455 0.006887 0.428363 0.414908 sopropyl alcohol - - 0.514942 0.514942 lead 0.001277 0.000258 0.000353 0.000924 manganese 0.008856 0.001774 0.002431 0.006426 mercury 0.000151 0.000032 0.000039 0.000112 methyl ethyl ketone mek 2- butanone 0.019044 0.009743 0.248182 0.229138 methyl t -but I ether mtbe 0.000013 - 0.080083 0.080070 m -x lene 0.007902 0.004045 0.224748 0.216845 n- hexane 0.002035 0.001042 0.215951 0.213916 nickel 0.000367 0.000075 0.000129 0.000238 o- cresol 2 -meth I- benzenol - - 0.005291 0.005291 o-xylene 0.004328 0.002215 0.104041 0.099713 PAHs, total, with components not reported 0.000011 0.000011 0.000011 dichlombenzene 0.319193 0,319193 erchlometh lene 0.093466 0.093466 phenol carbolic acid - - 0.001764 0.001764 propylene 0.033505 0.017144 0.167940 0.134434 propylene glycol methyl ether 11- methoxy- 2- ro anol - - 0.029980 0.029980 p-xylene 0.001225 0.000627 0.353385 0.352160 selenium 0.000034 0.000008 0.000009 0.000025 sulfates 0.063973 0.013986 0.013986 0.049987 st rene 0.000749 0.000383 0.007479 0.006730 toluene 0.019032 0.009741 0.895532 1 0.876500 vanadium 1 0.000759 1 0.000154 1 0.000208 0.000551 Source: CDM 2009. Ft NBR Technical Repic N27_06_10 Final -PRINT dnc 3 -2 Section 3 Toxic Air Contaminant Emission Inventories Table 3 -3 Peak Annual Operational TAC Emission Rates for Project Scenarios Toxic Air Contaminant Baseline Consolidated Oilfield Combined Oilfield and Development Incremental Project over Baseline Ibs / r Ibsl r Ibsl r Ibs/ r 1,1,1- trichloroethane 1,353.9235 1,353.9235 1,3- butadiene 0.5633 0.3463 62.1385 61.5752 2 -ethox ethanol cellosolve a ee - - 15.4440 15.4440 2-ei acetate cellosolve acetate - - 18.0180 18.0180 acetaldehyde 0.2468 0.1518 33.5081 33.2613 acrolein 2- ro enal 0.1383 0.0850 14.8664 14.7282 ammonia 427.6800 427.6800 427.6800 - arsenic 0.0346 0.0064 0.0353 0.0007 benzene 74.0657 73.0259 384.6753 310.6096 bromine 0.0456 0.0121 0.0121 0.0335 cadmium 0.0300 0.0055 0.0122 0.0178 chlorine 2.5121 0.9754 21.4133 18.9011 chlorobenzene - - 10.2960 10.2960 chloro icrin 41.1840 41.1840 chromium VI 0.0062 0.0017 0.0267 0.0205 copper 0.3685 0.0718 0.5379 0.1694 dichloromethane fmethylene chloride - - 131.8380 131.8380 diesel particulate matter 232.7182 84.5562 89.4899 143.2283 ethyl chloride - 8.4840 8.4840 eth Ibenzena 1.0979 0.6750 134.6434 133.5455 eth Iene I col - 449.7975 449.7975 ethylene oxide - - 56.6280 56.6280 formaldehyde 9.9900 9.3199 256.9630 246.9729 isomers of x Iene 5.0235 3.0887 618.2742 613.2507 sopropyl alcohol - - 751.6075 751.6075 lead 0.2999 0.0555 0.3308 0.0309 manganese 2.1149 0.3950 2.3086 0.1936 mercury 0.0323 0.0060 0.0260 0.0063 methyl ethyl ketone mek 2- butanone 0.0195 - 347.5594 347.5399 methyl t -but I ether mtbe 1.9879 1.2223 201.9115 199.9236 m-xylene 3.7279 1 2.2921 481.8024 478.0745 n- hexane 1.6223 0.9975 382.7590 381.1367 nickel 0.0894 0.0202 0.1844 0.0950 o- cresol 2 -meth I- benzenol - - 7.7220 7.7220 o -x Iene 1.2956 0.7966 204.0061 202.7106 ahs, total, with components not reported 0.0310 0.0310 0.0310 - dichlombenzene - - 465.8937 465.8937 erchloroeth Iene - - 136.4220 136.4220 phenol carbolic acid - - 2.5740 2.5740 propylene 3.2036 1.9697 356.3175 353.1140 propylene glycol methyl ether 43.7580 43.7580 -x Iene 514.8000 514.8000 selenium 0.0069 0.0013 0.0057 0.0012 sulfates 16.7476 6.3810 6.3810 10.3666 styrene 0.1290 0.0793 15.8316 15.7025 toluene 6.0220 3.7027 1,546.4945 1540.4725 vanadium 0.1776 0.0329 0.1905 1 0.0129 Source: CDM 2009. •� NBR Technical Repic N27_06_10 Final -PRINT dnc 3 -3 Section 3 Toxic Air Contaminant Emission Inventories 3.1 Baseline WNOC and City Oilfield Emissions The baseline WNOC and City oilfield emissions inventory was developed according to the methodology described in Section 2.1.1. The results of the unspeciated inventory for VOC and PMio emissions are shown above in Table 2.1. It was assumed in this inventory that operational emissions occur 8 hours per day, with the exception of oil rigs that operate 24 hours per day. All on -road vehicles, mainly vacuum trucks, cement trucks, and crew trucks/ vans were assumed to travel a maximum of five (5) miles per on -site trip on unpaved roads. The perimeter of the site is roughly four (4) miles, thus 5 miles was estimated as a conservative on -site travel distance. Equipment details for the WNOC maintenance equipment were obtained from the WNOC in -use off -road diesel vehicle report to SCAQMD attached to their 2008 AER. Equipment details for the City oilfield maintenance equipment were obtained through discussions with City employees and their oilfield contractor. Table 34 lists the total new wells drilled, abandoned, and worked over for the WNOC and City oilfields per year. Emissions were determined for a single maintenance activity and then multiplied by the total expected number of activities per year. Table 3 -4 Oilfield Maintenance Activities Maintenance Activity WNOC City Total Activity New Well Drilling 3 0 3 Well Abandonments 1 0 1 Well Workovers 81 13 94 Oilfield Mowing 2x paer NA 2x per year Sources: Aera Energy LLC 2009; City of Newport Beach 2009a and 20091b. Both the City and the WNOC provided lists of equipment expected to operate performing other general maintenance activities in addition to the activity listed in Table 3 -4. The City and the WNOC provided equipment details and annual operating days or operating hours for these pieces of equipment. All equipment details are provided in Attachment A. 3.2 Consolidated Oilfield Emissions The Proposed Project consolidated oilfield inventory was development following the methodology described in Section 2.1.2. The consolidated oilfield inventory is identical to the inventory described in Section 3.1 with the exception of the on -site travel distance. In the consolidated oilfield scenario, it is assumed that all on -road vehicles travel a maximum of one (1) mile per on -site trip on unpaved roads. The one m0 NBR Technical Repic N2]_06_10 Final -PRINT dcc 3-4 Section 3 Toxic Air Contaminant Emission Inventories mile distance represents approximately the round trip from the Pacific Coast Highway entrance to the Site to the WNOC consolidation area and back. 3.3 Residential and Commercial Development Emissions from the Proposed Project residential and commercial area operations including the visitor - serving resort and the recreational areas were quantified according to the methodology described in Section 2.1.3. Detailed TAC inventories including the results from the URBEMIS model may be found in Attachment A. The emission sources included in the inventory were natural gas fuel combustion for building heat and hearth fuel (winter only), landscaping equipment fuel combustion, consumer products and architectural coating. It was assumed that the portion of the trips generated by the development that occurs on the Proposed Project site is 1 mile round trip for residential trips and 0.2 miles round trip for commercial trips. The remaining length of trips generated by residential and commercial buildings is assumed to occur off -site and was therefore not included in the HHRA. The commercial development is near the outer boundary of the project site; therefore it is expected to generate shorter onsite trip distances than the residential areas. Fugitive road dust was accounted for and it was assumed that all roads in the development area are paved. No mitigation measures were applied to area sources or to vehicle trips and associated emissions. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 3 -5 tl 1, NEl TecM1nicel Reportv127 _06_10 Final -PRINT dnc Section 3 Toxic Air Contaminant Emission Inventories 3 -6 Section 4 Air Dispersion Modeling Air dispersion modeling was performed using AERMOD according to the methodology described in Section 2.3 for the baseline, consolidated oilfield and development area scenarios. The AERMOD output files are included in Attachment B. 4.1 Sources and Receptors The number and locations of sources and receptors for each scenario are described below. Since the dispersion modeling was conducted to provide inputs to the HARP risk assessment model, each source is modeled with a one gram per second (1 g /s) emissions rate for both peak hourly and annual average calculations, as required for HARP modeling. The actual emission rates for each TAC are direct inputs to the HARP model. Essentially, AERMOD is used to determine the concentration-to- emissions ratio (g /Q) for each source - receptor pair. To produce a 1 g/s emission rate for area sources, an emission flux in grams per second per square meter (g /s /mz) must be determined for each area source. This flux for each source is determined by dividing 1 g/ s by that source's area (in mz). These source - specific fluxes are used as the emission rates for each source in the AERMOD runs. 4.1.1 Baseline Model The baseline WNOC oilfield was treated as two adjacent areas to account for the large number of wells located over the majority of the current site area. Creating the two areas in the model provides a better representation of the distinct differences in elevation between the low -lying northwest and upper eastern portions of the Site. The City oilfield was modeled as a separate area source as pictured on Figure 4 -1. Figure 4 -1 illustrates the baseline City and WNOC oilfield sources as well as the fenceline receptors at the Newport Banning Ranch property boundary. The baseline model includes a set of 35 property boundary receptors with 52 intermediate receptors spaced 100 meters apart, for a total of 87 receptors. For a conservative determination of health risk, all receptors are modeled as residential receptors at the property boundary. It is assumed that this method will overestimate the maximum health risk. 4.1.2 Proposed Project Impact on Fenceline Receptors The Proposed Project residential and commercial locations were modeled as five separate area sources to represent the proposed residential, mixed used, and resort districts in the Newport Banning Ranch Conceptual Master Land Use Plan - Exhibit 5. The residential and commercial development emissions were spread into these sources according to the ratio of each individual source area relative to the total new development area. The five area sources are shown on Figure 4 -2. •0 NBR Technical Repic N2]_06_10 Final -PRINT dnc 4 -1 Section 4 Air Dispersion Modeling The 87 fenceline receptors described in Section 4.1 were included in this model run to determine the change in risk at each receptor due to operations in the Proposed Project consolidated oilfield and residential/ commercial areas. 4.1.3 Consolidated Oilfield Impact on Residential Receptors The consolidated oilfield was modeled as two separate smaller area sources connected by a roadway comprising a total of approximately 20 acres containing the oilfield emissions attributable to the City and WNOC wells, maintenance equipment, and the roadway connecting these two sites which represents a source for vehicle emissions. These sources are pictured on Figure 4-3. To determine the impact of the proposed consolidated oilfield on the proposed residential/ commercial areas, a series of 52 receptors were placed in the Proposed Project residential, commercial, and recreational areas. The emissions sources in the consolidated oilfield were then modeled to determine the exposure concentrations at these receptor locations. 4.2 Meteorological Data AERMOD -ready meteorological data was purchased from Trinity Consultants for 2008 from John Wayne Airport (SNA), the most representative station to the site and upper air data was be obtained for the same time period from San Diego. The 2008 SNA wind rose pictured in Figure 4-4 was generated from the AERMOD -ready meteorological data sets purchased from Trinity Consultants. The wind rose shows that a majority of the winds come onshore from the southwest. In general, impacts to the development area and fenceline receptors can be expected to occur in the northeast area of the property, with lower impacts expected in the south. 4.3 Terrain Files Site terrain elevation data was obtained for the site from the United States Geological Survey (USGS) digital elevation model (DEM) files. The specific DEM files that covered the Project Site were Newport Beach A and Newport Beach D. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 4 -2 Section 4 Air Dispersion Modeling •0 NBR Technical Repic N2]_06_10 Final - PRINT.ace Figure 4 -1 Baseline Operational Sources 4 -3 Section 4 Air Dispersion Modeling •� NBR Technical Repic N2]_06_10 Final -PRINT dnc Figure 4 -2 Proposed Project Operational Sources 4-4 Section 4 Air Dispersion Modeling •0 NBR Technical Repic N2]_06_10 Final -PRINT dnc Figure 4 -3 Future Oilfield Impact on Development Area 4 -5 0- =0 NBR Technical Repic N27_06_10 Final -PRINT dnc Section 4 Air Dispersion Modeling 10% "INC SFEEC (m/s) M 5.7- 8.8 3.6- 5.7 2.1- 3.6 0.5- 2.1 Calms: 33.45% Figure 44 2008 Wind Rose for Orange County John Wayne Airport (SNA) 4-6 Section 5 Human Health Risk Assessment (HHRA) The HHRA is performed according to the SCAQMD's Risk Assessment Procedures for Rules 1401 and 1402 following the tiered analysis approach beginning with Tier 1 described in Section 5.1 and then Tier 4 described in Section 5.2. 5.1 Tier 1 Analysis Tier 1 involves a simple look -up table (Table 1A) in which the equipment's emissions or source specific units (Table 113) are compared to Screening Emission Levels. The Screening Emission Levels are pollutant emission thresholds which are not expected to produce a maximum individual cancer risk (MICR) greater than one in one million nor a hazard index (acute or chronic) greater than one. Tier 1 Assessment Procedure 1. Calculate the Pollutant Screening Index (PSIp) for each pollutant. For each compound, divide the maximum annual emissions (in pounds per year) of each pollutant (Qyr) by the Pollutant Screening Level (PSLp) in pounds per year, as contained in Table 1A. For each acute compound, divide the maximum hourly emission (Qhr) of each pollutant by the Pollutant Screening Level (PSLp) as contained in Table 1A. a. PSIcancer and /or duonic= Qyr / PSLp b. PSIacnte = Qhr / PSLp 2. Calculate the Application Screening Index (ASI). Sum up the individual PSI for all chronic and carcinogenic pollutants, and separately for all acute pollutants. a. ASlcancer and /or chronic = Y'PSIP b. ASlarote = YPSIP 3. If either the cumulative cancer/ chronic hazard or acute screening index exceeds one (1), the screening step failed, and a more detailed Tier 4 health risk assessment will be conducted (using HARP). The emissions associated with the baseline and consolidated oilfield include the TAC emissions reported in the 2008 AER reports to SCAQMD from WNOC, the City of Newport Beach, and the Armstrong Oil Company (which operates one of the oil loading facilities). In addition, mobile equipment TAC emissions are estimated for well drilling, well workovers, and well abandonment. The Tier 1 emissions thresholds were those based on an assumed distance of 100 meters to the nearest receptor. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 5 -1 Section 5 Human Health Risk Assessment (Hi All toxic compounds from diesel and gasoline vehicle exhaust, oil field fugitive emissions, fugitive dust, and residential sources were analyzed in the Tier 1 analysis. The two cases for health risk assessment, as noted in Section 1, include the proposed project's incremental impact on existing receptors surrounding the site, and the future consolidated oilfield impacts on the proposed project residential, parks, and commercial areas. The detailed calculation results are presented in Attachment C. The peak ASIearlcer/,hroni, and ASIaeute values for the proposed project's incremental impacts on existing receptors are both greater than one (1). The new residential and commercial areas of the proposed project are estimated to generate several TACs from gasoline vehicles associated with residential, recreational parks, mixed -use, and commercial development, as well as emissions from natural gas combustion, hearths, landscaping equipment, architectural coating, and consumer products. These sources contribute to increased impacts to both the Tier 1 cancer/ chronic and acute risk. The peak ASIra„cer ehro„ie value for the consolidated oilfield impacts on the proposed project residential and commercial areas is greater than one (1). The sources contributing to the peak cancer and chronic impacts are the mobile diesel equipment, both off -road and on -road vehicles, and the stationary equipment used to store and load crude oil. The peak ASIa,1,a, value for the consolidated oilfield impacts on the proposed project residential, commercial, and recreational areas is less than 1. The sources contributing to the acute impacts are the stationary equipment used to store and load crude oil, and fugitive dust from paved road travel on the site. Assuming that the ratio of PSI /ASI for a given compound can be used to roughly describe the contribution of that compound to total risk under a given scenario, the major TAC contributors to cancer /chronic and acute health risk are summarized in Table 5 -1. For the proposed project incremental impacts scenario, acrolein accounts for the majority of acute impacts, and are associated with the residential and commercial development sources noted above. The decrease in cancer /chronic impacts under the proposed project incremental scenario is due to reduced emissions of DPM from equipment. The consolidated oilfield cancer /chronic impacts to new residential and commercial areas are driven by DPM from mobile equipment (81%), as well as benzene (11%) and total PAHs (5 %) from stationary sources. The acute impacts are due to formaldehyde (73 %), arsenic (10 %) and sulfates (8 %) from stationary sources and mobile equipment. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 5 -2 Section 5 Human Health Risk Assessment (HHRA) Table 5 -1 Tier 1 Analysis Major HHRA Contributors Scenario TAC Contribution to Cancer /Chronic Risk Contribution to Acute Risk Proposed Project Incremental Impacts on Existing Receptors Tier 1 ASI Values > 1,3- Butadiene 29% 0% Benzene 25% <1% P- dichlorobenzene 15% 0% Ethylene Oxide 14% 0% Chromium VI 8% 0% Formaldehyde 4% 1% Perchlorcethylene 2% <1% Acrolein 1% 94% Chloropicrin <1% 3% Consolidated Oilfield Impacts on New (Proposed Project) Residential, Commercial, and Recreational Areas Tier 1 ASI Values -> DPM 81% 0% Benzene 11% 2% Pi (Total) 5% 0% Formaldehyde <1% 73% Arsenic 1% 10% Sulfates 0% 8% Chromium VI 1% 0% Ammonia <1% 3% Mercury <1% 1% Nickel <1% 1% Source: CDM 2009. Since each scenario produced at least one ASI value that exceeded one, both scenarios were analyzed for health risk using the HARP model. The TACs chosen for the HARP analysis included those in Table 5 -1, as well as all other compounds designated as TACs by CARB that are emitted by project - related sources. The complete list of TACs analyzed in HARP is shown in Table 5 -2. •� NBR Technical Repic N27_06_10 Final -PRINT dnc 5 -3 Section 5 Human Health Risk Assessment (Hi Table 5 -2 Selected TACs Chemical Values CAS Compound Cancer PF (Inh) Cancer PF (Oral) Chronic REL (Inh) Chronic REL (Oral) Acute REL (mg /kg -d) -1 (mg /kg-d) -1 µg /m3 (mg /kg-d) F19 /m' 9901 Diesel Exhaust Particulate Matter 1.10E +00 * 5.00E +00 71 -55 -6 1,1,1 -TCA * 1.00E +03 6.80E +04 7664 -41 -7 Ammonia * 2.00E +02 3.20E +03 7440 -38 -2 Arsenic 1.20E +01 1.50E +00 1.50E -02 3.50E -06 2.00E -01 7440 -43 -9 Cadmium 1.50E +01 * 2.00E -02 5.00E -04 7782 -50 -5 Chlorine 2.00E -01 2.10E +02 18540 -29 -9 Chromium VI 5.10E +02 2.00E -01 2.00E -02 9960 Sulfates * * * * 1.20E +02 75 -0700 Acetaldehyde 1.00E -02 * 1.40E +02 ' 4.70E +02 107 -02 -8 Acrolein * * 3.50E -01 * 2.50E +00 71 -43 -2 Benzene 1.00E -01 6.00E +01 1.30E +03 7726 -95 -6 Bromine * 106 -99 -0 Butadiene, 1,3- 6.00E -01 2.00E +01 76 -06 -2 Chloropicrin * 4.00E -01 2.90E +01 108 -90 -7 Chlorobenzene " 1.00E +03 7440 -50 -8 Copper * * 1.00E +02 106 -46 -7 Dichlorobenzene, p- 4.00E -02 8.00E +02 75 -09 -2 Dichloromethane 3.50E -03 * 4.00E +02 ' 1.40E +04 110 -80 -5 EGEE a * 7.00E +01 3.70E +02 111 -15 -9 EGEEA a 3.00E +02 1.40E +02 10041 -4 Ethyl Benzene 8.70E -03 * 2.00E +03 75 -00 -3 Ethyl Chloride ' * 3.00E +04 ' 75 -21 -8 Ethylene oxide 3.10E -01 3.00E +01 107 -21 -1 Ethylene Glycol 4.00E +02 50 -00 -0 Formaldehyde 2.10E -02 9.00E +00 5.50E +01 110 -54 -3 Hexane * * 7.00E +03 * * 67 -63 -0 Isopropyl alcohol a * 7.00E +03 a 3.20E +03 7439 -92 -1 Lead 4.20E -02 8.50E -03 " 7439 -96 -5 Manganese 9.00E -02 78 -93 -3 Methyl Ethyl Ketone * 1.30E +04 7439 -97 -6 Mercury * * 3.00E -02 1.60E -04 6.00E -01 75 -09 -2 Methylene Chloride 3.50E -03 4.00E +02 1.40E +04 1634 -044 Methyl T -butyl Ether 1.80E -03 8.00E +03 108 -38 -3 m- Xylene * * 7.00E +02 * 2.20E +04 7440 -02 -0 Nickel 9.10E -01 5.00E -02 5.00E -02 6.00E +00 95 -48 -7 o- Cresol " 6.00E +02 95 -47 -6 o- Xylene * 7.00E +02 2.20E +04 •0 NBR Technical Repic N27_06_10 Final -PRINT dnc 5 -4 Section 5 Human Health Risk Assessment (Hi Table 5 -2 (continued) Selected TACs Chemical Values CAS Compound Cancer PF (Inh) Cancer PF (Oral) Chronic REL (Inh) Chronic REL (Oral) Acute REL (mg /kg -d) (mg /kg-d) -' µg /m3 (mg /kg-d) Pg /m3 1150 PAHs (total) 3.90E +00 1.20E +01 127 -184 Perchloroethylene 2.10E -02 " 3.50E +01 * 2.00E +04 108 -95 -2 Phenol * " 2.00E +02 * 5.80E +03 107 -98 -2 PGME 7.00E +03 115 -07 -1 Propylene * 3.00E +03 10642 -3 p-Xylene * * 7.00E +02 * 2.20E +04 7782 -49 -2 Selenium * 2.00E +01 10042 -5 Styrene 9.00E +02 2.10E +04 108 -88 -3 Toluene 3.00E +02 3.70E +04 7440 -62 -2 Vanadium * * * * 3.00E +01 1330 -20 -7 Xylenes * * 7.00E +02 2.20E +04 Source: OEHHA 2003, 2009. * No chemical health value exists for this category. PF = Potency Factor REL = Reference Exposure Level mg /kg -d = milligrams per kilogram -day µg /m3 = micrograms per cubic meter •0 NBR Technical Repic N27_06_10 Final -PRINT dnc 5 -5 Section 5 Human Health Risk Assessment (HHRA) 5.2 Tier 4 (HARP) Analysis The 20 compounds described in Section 5.1 were analyzed in the Tier 4 HHRA using the HARP model. Table 5 -3 summarizes the results of the HARP analysis as described in Section 2.4. HARP output files are included in Attachment D. Table 5 -3 HARP HHRA Acute, Chronic and Cancer Maximum Incremental Risks Scenario Maximum Incremental Risk Cancer Chronic Non-cancer Acute SCAQMD Significance Risk? 10 in a million Hlc? 1.0 HIA? 1.0 Thresholds Proposed Project Impact Peak = 4 in a million Peak HI = 0.08 Peak HI = 0.09 on Existing Fenceline ( -8 to +4 in a million) (Range -0.02 to +0.08 ) (Range -0.02 to +0.09) Recepti Avg = -0.7 in a million Average HI = 0.02 Average HI = 0.04 Significant? (Yes /No) No No No Consolidated Oilfield Peak = 3 in a million Peak HI = 0.01 Peak HI = 0.03 Impact on Proposed (0.1 to 3 in a million) (Range 0.0002 to 0.01) (Range 0.01 to 0.03) Project Residential/ Commercial Areas Avg = 0.7 in a million Average HI = 0.003 Average HI = 0.02 Consolidated Oilfield Peak =1 in a million Peak HI = 0.01 Peak HI Impact on Proposed (0.06 to 1 in a million) (Range 0.0003 to 0.01) (Range 0.02 to 0.05) Project t Recreational Areas Avg = 0.4 in a million Average HI = 0.006 Average HI = 0.03 Significant? (Yes /No) No No No Source: SCAQMD 2009; CDM 2009. a. The incremental risk at an existing fenceline receptor is the change from the Baseline condition to the Proposed Project (Consolidated oilfield, Residential/ Commercial and Recreational Areas). A negative value indicates a beneficial change or reduction in risk. b. Since the proposed residential, commercial and recreational developments do not currently exist and could be downwind of the consolidated oilfield activities based on the windrose (see Figure 4-4), it is assumed that the baseline risk for this case is zero (0), and the total risk from the consolidated oilfield represents the incremental risk at these locations. 5.2.1 Proposed Project Incremental Impacts to Existing Receptors The proposed project incremental impacts to existing receptors were determined by running HARP twice, as described in Section 2.4. HARP was run once for the baseline conditions and a second time for the proposed future conditions with the consolidated oilfield operations and new residential, commercial, and recreational area activities. The difference (future project minus baseline) represents the proposed project's incremental impacts to existing receptors. 5.2.1.1 Cancer Risk The HARP analysis indicates that the peak incremental cancer risk impact at existing fenceline receptors will be approximately 4 per million population, which is less than the Si significance threshold of 10 per million. The peak impact location is on •� NBR Technical Repic N27_06_10 Final - PRINT.dcc 5 -6 Section 5 Human Health Risk Assessment (Hi the east side of the property very near proposed residential development. The majority of the cancer risk is caused by 1,3- butadiene (29 %), benzene (24 %), p- dichlorobenzene (15 %), ethylene oxide (14 %), and chromium VI (9 %). The majority of 1,3- butadiene and benzene and all of p- dichlorobenzene and ethylene oxide are emitted by the residential and commercial development. 1,3- butadiene and benzene are emitted from mobile vehicle gasoline combustion and landscaping equipment, and benzene is also emitted from architectural coating and home heating equipment. Chromium VI is emitted from all stationary and mobile fuel combustion, as well as from road dust. P- dichlorobenzene and ethylene oxide are emitted from the use of household consumer products. The oilfield consolidation does provide cancer risk reductions at 40 percent of the receptors, with the average fenceline incremental cancer risk being -0.7 per million. The maximum reduction at any fenceline receptor is 8 per million. The reductions are due to the relocation of oilfield activities away from most of the fenceline receptors, as well as the decreases due to the reduction in mobile equipment traveling distance and time for the oilfield operations noted in Sections 3 and 5.1. Decreases in travel time and distance will reduce emissions from diesel engine exhaust and unpaved road dust. 5.2.1.2 Chronic Non - Cancer Risk The HARP analysis indicates that the peak incremental chronic non -cancer risk impacts at existing receptors will increase slightly when compared to the Baseline conditions. The project incremental HIc (0.08) is less than one (1) and therefore is not significant. The TACs associated with chronic risk that contribute substantially to this risk level include chloropicrin (31 %), chlorine (29 %), arsenic (16 %), acrolein (13 %), and formaldehyde (8 %). Chlorine and arsenic are emitted from road dust, and chlorine is also emitted from gasoline vehicles. Chloropicrin is emitted from the use of household consumer products. Acrolein is emitted from landscaping equipment and gasoline motor vehicles. Formaldehyde is emitted from both gasoline and diesel vehicles and landscaping equipment, natural gas combustion in home heating equipment, and the use of consumer products. The human system primarily impacted by these TACs is the respiratory system. As with cancer risk, the oilfield consolidation does provide HIc reductions at 29 percent of the receptors, with the average fenceline Hlc of 0.02. The maximum reduction in the HIc at any fenceline receptor is 0.02. The reductions are due to the relocation of oilfield activities away from most of the fenceline receptors, as well as the decreases due to the reduction in mobile equipment traveling distance and time for the oilfield operations noted in Sections 3 and 5.1. Decreases in travel time and distance will reduce emissions from diesel engine exhaust and unpaved road dust. 5.2.1.3 Acute Risks The HARP analysis indicates that the peak incremental acute risk impacts at existing receptors will decrease 5 percent of receptors when compared to the Baseline conditions. The project incremental HIA (0.09) is less than one (1), and therefore is not •0 NBR Technical Repic N27_06_10 Final -PRINT dcc 5 -7 Section 5 Human Health Risk Assessment (Hi significant. The HIA values at existing receptors ranged from -0.02 to 0.09, with an average increase of 0.04. The TACs that contribute to this risk level impact the respiratory system and eyes. The primary contributors to the reduction in acute risk include formaldehyde (75% to the eyes), acrolein (15% to the eyes and respiratory system), acetaldehyde (4% to the eyes and respiratory system), chloropicrin (3% to the eyes and respiratory system) and ammonia (2% to the eyes and respiratory system). TAC emissions reductions are due to the decrease in emissions from diesel engine exhaust in the consolidated oilfield. 5.2.2 Consolidated Oilfield Impacts on New (Proposed Project) Residential, Commercial, and Recreational Areas The proposed consolidated oilfield impacts to the proposed project residential and commercial area receptors were determined by running HARP once with the consolidated oilfield operations. Impacts were developed for 41 on -site receptors in the proposed residential and commercial areas and 11 on -site receptors in the proposed recreational areas. Because these are new receptors, no baseline emissions were assumed, thus the project incremental impacts are entirely from the consolidated oilfield activities. 5.2.2.1 Cancer Risk The HARP analysis indicates that the peak incremental cancer risk impact at the residential /commercial receptors will be approximately 3 per million population, and at the recreational receptors will be approximately 1 in a million, which is less than the SCAQMD significance threshold of 10 per million. The values range from 0.1 to 3 per million across the site, with an average of approximately 0.7 per million for the residential/ commercial receptors, and from 0.06 to 1 in a million with an average of 0.4 in a million for the recreational receptors. The peak impact location is northeast of the WNOC consolidated oilfield site, essentially downwind in the prevailing wind direction. The TACs that contribute to the peak residential and commercial risk include DPM (88 %), PAHs (7 %), and benzene (4 %). Similarly, the TACs that contribute to the peak recreational risk include DPM (92 %), PAHs (3 %), and benzene (4 %). 5.2.2.2 Chronic Non - Cancer Risk The HARP analysis indicates that the peak consolidated oilfield chronic non -cancer risk impacts at new receptors will increase slightly when compared to the Baseline conditions. The project incremental HIcs for residential/ commercial receptors (0.01) and for recreational receptors (0.01) are less than one (1) and therefore are not significant. The TACs that contribute substantially to the residential/ commercial risk level are arsenic (79 %), manganese (13 %), and mercury (7 %). Similarly, for recreational receptors these TACs contribute to the chronic risk 74 %, 22 %, and 4% respectively. The human system primarily impacted by these TACs is the central nervous system. •0 NBR Technical Repic N2]_06_10 Final -PRINT dnc 5 -8 Section 5 Human Health Risk Assessment (Hi 5.2.2.3 Acute Risks The HARP analysis indicates that the peak incremental acute risk impacts at new receptors will increase slightly when compared to the Baseline conditions. The project incremental HIAS for residential/ commercial receptors (0.03) and for recreational receptors (0.05) are less than one (1), and therefore are not significant. The HIA values at residential /commercial receptors ranged from 0.01 to 0.03 with an average of 0.02, and at recreational receptors from 0.02 to 0.05 with an average of 0.03. The TACs that contribute to this risk level mainly impact the respiratory system and the eyes. The primary contributors to the residential/ commercial risk include formaldehyde (92% to the eyes), acetaldehyde (5% to the eyes and respiratory system), and ammonia (2% to the eyes and respiratory system). Similarly, the contributors to the recreational acute risk include formaldehyde (92 %), acetaldehyde (5 %), and ammonia (3 %) to the eyes and respiratory system. 5.2.3 Cancer Burden The cancer burden for a project can be determined by first finding the distance at which the maximum incremental cancer risk drops below 1 per million. This distance is used to identify all census tracts or census blocks near the site that would be included in the cancer burden calculation. Finally the population for each tract /block is multiplied by the maximum incremental cancer risk in that tract/ block, and the results are summed across all tracts /blocks. The resulting value is the project cancer burden (potential increase in number of cancer cases for the actual exposed population). To determine the cancer burden for this project, several conservative simplifying assumptions were made. The assumptions and analysis included the following: ■ The consolidated oilfield annual DPM emissions (85 lbs /year) were modeled using the SCREEN3 (USEPA 1995) air dispersion model for a 20 acre area source. ■ The resulting concentrations (versus distance) results were multiplied by State's unit risk factor for DPM (3.0 x 10-4 m3/ µg) to determine risk level versus distance. ■ The distance at which the cancer risk dropped below 1 per million was used as the radius from the consolidated oilfield site for selecting census tracts included in the cancer burden calculation. ■ The peak cancer risk for the consolidated oilfield on the proposed new residential and commercial areas (4 per million) was assumed to apply to the entire population within the 1 per million radius. The approximate distance from the 20 acre oil consolidation area of the site to the 1 in a million cancer risk isopleths based on SCREEN3 modeling, is roughly 1.25 miles. Drawing a rough boundary around the outer edge of the entire project site (not just the 20 acre consolidated oilfields) captures 19 census tracts in Newport Beach, Costa Mesa, and Huntington Beach. These census tracts have a total population of just over •� NBR Technical Repic N2]_06_10 Final -PRINT dnc we, Section 5 Human Health Risk Assessment (Hi 86,000. Assuming that everyone in these tracts was exposed to a 4 per million incremental cancer risk, the cancer burden would be 0.34, less than the SCAQMD significance threshold of 0.5. The cancer burden has been substantially overestimated in this analysis since peak cancer risk for the new, on -site residential area is used to represent cancer to those much farther from the site with much lower incremental risk. The list of census tracts and locations are shown in Attachment E, along with the burden calculation. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 5 -10 Section 6 Narrative Cumulative Impacts Assessment Unlike criteria air quality pollutants, for which standards have been established that determine acceptable levels of pollutant concentrations in the air, no standards exist that establish acceptable levels of human health risks or that identify a threshold of significance for cumulative health risk impacts. However, the discussion below addresses cumulative impacts, the project - related contribution to those impacts, and makes a determination regarding the significance of cumulative impacts. 6.1 Cumulative Cancer Risks The SCAQMD conducted the third Multiple Air Toxics Exposure Study (MATES -III), an urban air toxics monitoring and evaluation study for the South Coast Air Basin from April 2004 through March 2006 (SCAQMD 2008). The results of MATES -III provide a follow up to MATES -II (SCAQMD 2000, data collected in 1997 -1998) and update the general evaluation of cancer risks associated with TACs from all sources within the South Coast Air Basin (SCAB) developed in MATES -II. According to the study, cancer risks in the Basin range from 870 in a million to 1,400 in a million, with an average of 1,200 in a million. Although the MATES -III results are generally lower than the MATES -II results, these cancer risk estimates are high and indicate that current impacts associated with sources of TACs from past and present projects in the region are substantial. The MATES -III study is an appropriate estimate of present cumulative impacts of TAC emissions in the SCAB. DPM accounts for over 80 percent of the cancer risk throughout the Basin. The modeled cancer risk in MATES -III also indicates that the region around the project site could have total cancer risk levels of 400 to 600 in a million, down from the MATES -Il levels of 600 to 800 in a million. As noted above, DPM is the major contributor to cancer risk in the Basin. In the region near the site, the non - diesel cancer risk is less than 100 in a million, indicating that DPM is also the major contributor to cancer risk in coastal Orange County. The project will reduce DPM emissions relative to the existing conditions, and the calculated change in cancer risk ranges from a decrease of 8 in a million to an increase of 4 in a million. Therefore, the project change in cancer risk would be no more than a one percent increase or decrease relative to the background. Also, the average change over all project site fenceline receptors was a decrease. Based on the relatively high cancer risk level associated with past and present projects in the Basin, as represented by the MATES - III assessment, the Newport Banning Ranch Project would not make a cumulatively considerable contribution to the existing cancer risk in the SCAB and in coastal Orange County. The impact would be less than significant. The above comparisons do not account for anticipated improvements in air quality in the SCAB in the future. SCAQMD and other agencies are consistently working to reduce air pollution. In particular, reductions in emission of diesel particulates are being implemented through State and federal legislation. Since diesel particulate •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 6 -1 Section 6 Narrative Cumulative Impacts Assessment matter is the major contributor to estimated cancer risks, substantial reductions in diesel emissions would result in substantial reductions in cumulative cancer risks. These, and other such regulations intended to reduce TAC emissions within the Basin, would reduce cumulative impacts in the region. While continued, if not increased, regulation by the SCAQMD of point sources as well as more stringent emission controls on mobile sources would reduce TAC emissions, whether such measures would alter incremental contributions of TAC releases to cumulative impacts under the Newport Banning Ranch Project cannot be ascertained. However, it may be assumed that the DPM reductions that will occur in mobile sources throughout the SCAB will also occur in those vehicles directly affecting the project area receptors. 6.2 Cumulative Chronic Non - Cancer Health Hazards As part of the MATES -III assessment, SCAQMD compared the averaged monitored levels of measured TACs with the Chronic Reference Exposure Levels (RELs) established by the State of California Office of Environmental Health Hazard Assessment (OEHHA). The chronic REL is the air concentration at or below which adverse non -cancer health effects would not be expected in the general population with exposure for at least a significant fraction of a lifetime. In general, the measured concentrations of air toxics were below the RELs, with one exception at the time of the MATES -IIl report. When MATES -III was completed, the chronic REL for formaldehyde was 3 µghn3 (2 ppb). All of the fused site annual averages were above this concentration, ranging from 2.9 ppb for Anaheim (the MATES -111 fixed site nearest the project site) to 4.5 ppb at Los Angeles. Formaldehyde effects include eye irritation, injury to nasal tissue, and respiratory discomfort. However, in early 2009 OEHHA revised the RELs for several toxic air contaminants. For formaldehyde, the revised chronic REL is 9 µg/i (7 ppb). Therefore, TAC concentrations at all MATES -III sites are under the chronic REL. The cumulative impacts of all past and present projects are less than the incremental project thresholds. It is expected that continued, if not increased, regulation by the SCAQMD of point sources as well as more stringent emission controls on mobile sources will reduce future TAC emissions. Maximum incremental chronic hazard indices for project operations impacts were estimated to be 0.08, which is more than an order of magnitude less than the threshold of significance of 1.0. Hence, the Newport Banning Ranch Project would not significantly add to the cumulative chronic non - cancer human health hazards. 6.3 Cumulative Non - Cancer Acute Health Hazards Acute health hazards tend to be very local in extent due to the high fluctuations in peak hourly concentrations. Therefore, a given project's cumulative impacts of acute hazards do not have much influence beyond that project's boundaries. The Newport Banning Ranch Project incremental acute impacts would be less than significant, and would not expected to have a significant cumulative impact in the area. •0 NBR Technical Repic N2]_06_10 Final -PRINT dcc 6 -2 Section 7 Uncertainties A number of uncertainties are inherent in estimates of potential carcinogenic risk and non - carcinogenic hazard indices presented in a risk assessment. These uncertainties are inherent in assumptions, models, and extrapolations that comprise the risk assessment process. Several uncertainties that are important to the understanding of the results of the risk assessment are discussed below. The intent of this qualitative uncertainty analysis is to demonstrate that the health risk calculations produce results that tend to overestimate rather than underestimate the potential risks. 7.1 Uncertainties Associated with TAC Emissions, Concentrations and Deposition 7.1.1 Emissions Risk estimates were based on chemical concentration estimates obtained through emissions and dispersion modeling. Emissions estimates are sensitive to the values used to represent the numerous emission source variables (e.g., future oilfield operation assumptions) and to the air toxic emission factor values used for each source. Consequently, estimated emissions values are subject to uncertainties. Different assumptions and values of variables would result in different emissions estimates. The HRA used well- accepted methods and best available emission factor data to develop estimates of emissions, and estimates and assumptions that are reasonable and appropriate. Actual emissions are unlikely to be substantially greater than those used in the analyses and may be much less. Thus, estimates for cancer risk and noncancer hazards are unlikely to be underestimated because of uncertainties in estimating emissions. 7.1.2 Concentrations The dispersion model used in this analysis represents current state of the art in modeling methodology using a well - developed air dispersion model (AERMOD). Results provided offer the best estimates available to predict future ambient concentrations within the accuracy of the input data. Some uncertainties are, however, associated with dispersion modeling. The model results are sensitive to the emission source parameters and meteorological data inputs. Different assumptions, models and values or variables would result in different concentration estimates. An attempt was made to ensure that modeled concentrations would not be underestimated. For example, it was assumed that the nearest residential receptors were located on the property fenceline, which is clearly much closer to the site than actual residences. Additionally, studies of Gaussian model accuracy have consistently confirmed the following conclusions: •� NBR Technical Repic N27_06_10 Final -PRINT dnc 7 -1 Section 7 Uncertainties ■ Dispersion models are more reliable for predicting long -term concentrations than for estimating short -term concentrations at specific locations. ■ Dispersion models are reasonably reliable in predicting the magnitude of the highest concentrations occurring, without respect to a specific time or location. USEPA's Guideline on Air Quality Models at 40 CFR 51, Appendix W Section 10 provides additional discussion of modeling uncertainties and sensitivities. 7.1.3 Deposition Possible exposure pathways involving deposition of nonvolatile TACs onto soil were evaluated through a multi - pathway option in HARP. The multi- pathway analysis considered exposures to chemicals associated with project operations which potentially could be deposited onto surface soil. From soils, TACs could theoretically be incidentally ingested, dermally contacted, or taken up by garden vegetables. Resulting incremental multi - pathway cancer risk estimates and non -cancer hazards represent upper -range predictions of exposure and health risk associated with living near the Project site. Multi- pathway risk estimates were based on chemical concentration estimates obtained through emissions and dispersion modeling. Any uncertainty associated with TAC emissions estimates (Section 7.1.1) is reflected in risk estimates. As previously discussed, actual emissions are unlikely to be substantially greater than those used in the analyses. 7.2 Uncertainties Associated with Toxicity Assessment A potentially large source of uncertainty is inherent in the derivation of the Cal /EPA and USEPA toxicity criteria (i.e., oral and inhalation reference concentration factors, and cancer slope factors). In many cases, data used to develop these factors must be extrapolated from animals to sensitive humans by the application of uncertainty factors to estimated no- observable- adverse - effects- levels (NOAELs) or lowest - observed- adverse - effects - levels (LOAELs). While designed to be protective, in many cases these uncertainty factors overestimate the magnitude of differences that may exist between human and animals, and among humans. Derivation of cancer slope factors often involves linear extrapolation of effects at high doses to potential effects at lower doses commonly seen in environmental exposure settings. Currently, it is not known whether linear extrapolation is appropriate. Probably, the shape of the dose - response curve for carcinogenesis varies with different chemicals and mechanisms of action. Description of any such differences in quantitative terms is problematic at this time because of difficulties in observing effects at very low exposure levels. In addressing uncertainties, USEPA recognizes that risks calculated at very low levels of exposure could be overestimated by the linear extrapolation process and may even be zero. •� NBR Technical Repic N27_06_10 Final -PRINT dcc 7 -2 Section 7 Uncertainties Uncertainties in the Cal /EPA slope factor for diesel particulates are notable because diesel exposure accounts for a large fraction of total cancer risks estimated. Recent studies of some worker populations do suggest some small increase in lung cancer overall, but does not show any dose response. One would expect that the longer the exposure and /or the higher the concentration of diesel particulates in air, the greater would be the cancer incidence in an exposed population. Such a relationship is not observed in people exposed to DPM. This and other uncertainties have led USEPA to conclude that data are insufficient as a basis for developing a cancer slope factor. Cal /EPA has recognized the possible importance of the above observation, along with other difficulties interpreting data on exposure to DPM and lung cancer incidence. However, Cal /EPA has determined to develop a cancer slope factor. This determination by Cal /EPA is subject to challenge by reasonable scientists studying the same database. Uncertainties in the DPM cancer slope factor as applied in this HRA are large and interpretation of the results of the assessment should consider these uncertainties. 7.3 Uncertainties Associated with Exposure Durations Assumptions for exposure duration only affect estimates for incremental cancer risks. In the HRA, the exposure duration is assumed to be 70 years for residents, which is considered to be a typical lifetime. However, the average duration of a person living in a given home is generally considered to be 9 years and the high -end estimate of residence time in a given home is generally considered to be 30 years (OEHHA 2003). Analysis of 2000 census tract data for census tracts that are located within 1 mile of the project site indicates that the residence time (duration that a person or family remains in a given home or apartment) averages around 3.3 years (50th percentile residence time). The 90th percentile residence time for those living within 1 mile of the site is 23 years and the 95th percentile residence time is 28 years. A plot of the local residence time percentiles is included in Attachment E. Using the typical lifetime (70 years) for the exposure duration for residents is likely to overestimate actual risk by a factor greater than two (2). 7.4 Summary Human health risk was evaluated for the proposed Newport Banning Ranch project using site - specific calculations to evaluate risk. Based on the available data and the conservative exposure assumptions used in this evaluation, TACs for the Proposed Project do not pose a significant risk to human health. The risk evaluation findings are summarized as follows: ■ Peak cancer risks for the existing nearby residents and workers would be less than the significance threshold for cancer risk (10 per million population), and many of the receptors' risk would decrease relative to existing conditions due to the reduction in diesel equipment travel on the site. •0 NBR Technical Repic N27_06_10 Final -PRINT dnc 7 -3 Section 7 Uncertainties ■ Peak chronic non -cancer hazards for the existing nearby residents and workers would be less than the chronic non - cancer hazard index of one (1), and many of the receptors' risk would decrease relative to existing conditions, due to the reduction in diesel equipment travel on the site. in Acute risk for the highest impact fenceline receptor is less than the acute hazard index of one (1). ■ Cancer risks to the proposed residential and recreational areas of the project from exposure to emissions from the ongoing oilfield operations are less than the significance threshold of 10 in one million. ■ Non -cancer chronic and acute hazards in the residential and recreational areas of the project from exposure to emissions from the ongoing oilfield operations are less than the significance threshold of 1. Although several uncertainties regarding the risk calculations were identified, overall, the exposure and model assumptions tend to overestimate instead of underestimate risk. As such, the cancer risk and hazard estimates in this evaluation are considered less than significant at receptors in the vicinity of the Proposed Project. •0 NBR Technical Repic N27_06_10 Final -PRINT dcc 7 -4 Section 8 References Aera Energy LLC. 2009. Personal communication; email from Aera Energy LLC (M. Klancher) to CDM (J. Pehrsci Subject: Newport Banning - Oil Operations Air Study. August 28. California Air Resources Board (CARB). 2009. Consolidated Table of OEHHA/ARB Approved Risk Assessment Health Values. February 9. California Air Resources Board (CARB). 2003. HARP User Guide. December. City of Newport Beach. 2009a. Personal communication; email from City of Newport Beach (G. Murdoch) to CDM (J. Pehrson), Subject: CNB Oil Fields. August 18. City of Newport Beach, 2009b. Personal communication; email from City of Newport Beach (G. Murdoch) to CDM (J. Pehrson), Subject: RE: CNB Oil Fields. August 18. Newport Banning Ranch LLC. 2008. Newport Banning Ranch Planned Community Development Plan. December. Office of Environmental Health Hazard Assessment (OEHHA). 2009. Consolidated Table of OEHHA/ARB Approved Risk Assessment Health Values. February 9. Office of Environmental Health Hazard Assessment (OEHHA). 2003. Air Toxics Hot Spots Program Risk Assessment Guidelines (RAGS): The Air Toxics Hot Spots Program Guidance Manual for Preparation of Health Risk Assessments. August. South Coast Air Quality Management District (SCAQMD). 2009. SCAQMD Air Quality Significance Thresholds. March. South Coast Air Quality Management District (SCAQMD). 2005. Risk Assessment Procedures for Rules 1401 and 212, Version 7.0. July 1 (with Permit Application Package "L" updated July 11, 2008). South Coast Air Quality Management District (SCAQMD). 2003. Final Localized Significance Threshold Methodology, June. South Coast Air Quality Management District (SCAQMD). 1993. CEQA Air Quality Handbook. U.S. Environmental Protection Agency (USEPA). 1995. SCREEN3 Model User's Guide, EPA- 454/B -95 -004, Office of Air Quality Planning & Standards, Research Triangle Park, NC. September. •� NBR Technical Repic N2]_06_10 Final -PRINT dnc 8 -1 tl 1, NEl TecM1nicel Reportv127 _06_10 Final -PRINT dnc Section 8 References 8 -2 Attachment A TAC Emissions Calculations = Newport Banning Ranch Summary- Baseline Oilfield Criteria Pollutant, Greenhouse Gas, and Toxic Emissions at Newport Banning Ranch Criteria Pollutants WNOC Oilfield Stationary Operations' City Oilfeld Stationary Operations' Armstrong Stationary Operations' WNOC Mobile Source Activities° City Mobile Source Activities Total WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations3 WNOC Mobile Source Activities° City Mobile Source Activities° feeenFn„�n fa me CO2 CH4 CO2e Sox PM10 PM2.5 CO ROG NOx Sox PM10 PM2.5 NA y) (Ibs /day) (Ibs /day) Qbs /day) Qbs /day) (toy) (tpy) (tpy) (toy) (toy) (toy) - 5 4.39 14.58 0.38 0.35 0.24 2.82 0.80 2.66 0.07 0.06 MNOx 6 1.32 0.01 0.05 0.05 0.06 3.68 0.24 0.0010 0010 0.009 I 7 NA NA NA NA NA 0.01 NA NA NA NA 1.47E -03 2 ]8.96 0.11 80.44 10.65 1.68 0.36 3.]3 0.005] 1.29 0.23 0 21.4] 0.03 1.64 1.43 0.09 0 O1 0.04 0.0001 0.01 0.00 47.9 46.7 106.1 14.7 82.5 12.5 1.83 9.07 4.01 0.01 1.31 0.24 feeenFn„�n fa me CO2 CH4 CO2e (metric tons/ r) ) (metric tons/ r) ) (metric tons/ r) NA NA NA NA NA NA NA NA NA 482.54 0.0220 483.01 9.15 00003 9.16 Taal 491.69 Oa223 492.16 Toxic Air Contaminants ROG ROG PM10 PM10 Ibs /hr Ibs/ r Ibs/hr) (Ibs/ r 5.84 8,134 10.31 2,623 pounds per day (lbs /day) a ; 2.24E -02 1.54E +00 8.22E -OS B.49E -05 1.18E -03 1.47E -03 1.17E -03 ° b ry O e v 1.23E -02 ZD 7.09E -02 1.21E -03 2.94E -03 2.73E -04 5.12E -01 6.07E -03 1.80E -01 0 1.64E 14 2,74E -06 2.74E-06 - - - - - - - - - 427E -04 WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations' Oilfield Mobile Source Activities° 9.91E -01 1.84E-02 2.24E -02 1.54E +00 8.22E -OS B.49E -05 1.18E -03 1.47E -03 1.17E -03 6.67E -02 1.95E -04 1.23E -02 1.02E -02 7.09E -02 1.21E -03 2.94E -03 2.73E -04 5.12E -01 6.07E -03 1.80E -01 1.11E011 1.64E 14 2,74E -06 2.74E-06 - - - - - - - - - 427E -04 I I I I 2.07E -01 1.52E +00 1.18E -03 1.47E -03 1.17E -03 6.67E -02 1.95E -04 1.23E -02 1.02E -02 7.09E-02 1.21E -03 2.94E -03 2.73E -04 5.12E -01 6.01E -03 WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations3 Oilfield Mobile Source Activities 1.96E -02 7.58E -01 7.28E -06 315E-021 1.52E -01 1.63E -02 2.68E -01 6.32E -02 3.46E -02 980E -03 5.99E -03 1.52E -01 1.05E-04 Total 1.91 7.58E -01 7.26E -06 3.15E -02 1.52E -01 1.63E -02 2.68E -01 6.32E -02 3.46E -02 9.81 5.99E -03 1.52E -01 1.05E -04 Page 1 of 30 Total 1.17E +00 4.02E -01 1.54E +00 2.74E -06 B.49E -05 1.18E -03 1.47E -03 1.17E -03 6.67E -02 1.95E -04 1.23E -02 1.02E -02 7.09E -02 1.21E -03 2.94E -03 2.73E -04 5.12E -01 6.07E -03 o Ibs /tlay (continued) A v < ° cu, cq' xq' IT WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations3 Oilfield Mobile Source Activities 1.96E -02 7.58E -01 7.28E -06 315E-021 1.52E -01 1.63E -02 2.68E -01 6.32E -02 3.46E -02 980E -03 5.99E -03 1.52E -01 1.05E-04 Total 1.91 7.58E -01 7.26E -06 3.15E -02 1.52E -01 1.63E -02 2.68E -01 6.32E -02 3.46E -02 9.81 5.99E -03 1.52E -01 1.05E -04 Page 1 of 30 Newport Banning Ranch Summary- Baseline Oilfield Criteria Pollutant, Greenhouse Gas, and Toxic Emissions at Newport Banning Ranch Toxic Air Contaminants (continued) 361.80 28.63 8.19 0.030 pounds per year (lbs/yr) a, 65.88 42.58 O.Ofi w $ F w o 2 ¢ o Q 3 's F F ui 4° i aQ c° c m S v U z y i WNOC Oifield Stationary Operations' City Oilfield Stationary Operation,' Armstrong Stationary Operations3 Oilfield Mobile Source Actl,,itider' Total 232.72 422.68 24.07 9.99 0.0010 0.031 0.035 0.046 0.030 2.51 0.0062 0.37 0.30 2.11 0.032 0.089 0.0069 16.75 0.18 ' Emissions from 2008 Annual Emissions Report to SCAQMD for Wert Newport Oil Company (FAC ID = 42775) Emissions from 2008 Annual Emissions Report to SCAQMD for Newport Beach City Utilities Department (FAC ID = 35189) 3 Emissions from July 2006 -July 2007 Annual Emissions Report to SCAQMD for Armstrong Petr Corp (FAC ID = 17170) ° Emissions calculated from equipment and operation information obtained from WNOC and the City of Newport Beast s Annual Emissions assume toxic, from diesel exhaust are considered In the diesel PM cancer and chronic non- cancer health risk exposure 0.91 metric tans /short tons ° a m S? ' k� IS k E; E ry pounds per year(lbs /yr) n n X is E F H c ¢ F d o WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations' Oilfield Mobile Source ACtwitiei 5.63E -01 247E -01 1.38E-011 1.10E+00 1.95E-021 1.62E+00 3.20E +00 3,73E+001 5.30E+00 I 5.02E+001 1.29E -01 6.02E +00 199E+0D Total 0.56 0.25 D.14 1.10 0.02 1.62 3.20 3.23 1.30 - 5.02 0.13 6.02 1.99 Page 2 of 30 361.80 28.63 8.19 0.030 65.88 42.58 O.Ofi D.0010 D.001 0.16 232.22 2.70E.001 1 .74E +00 3.46&02 4.56E-021 3.00E -02 2.51E+001 6.18M31 3.69E -01 3.00E -01 2.11E+00 3.23E -02 894E-02 6.92E -03 1.67E+01 1.78E -01 Total 232.72 422.68 24.07 9.99 0.0010 0.031 0.035 0.046 0.030 2.51 0.0062 0.37 0.30 2.11 0.032 0.089 0.0069 16.75 0.18 ' Emissions from 2008 Annual Emissions Report to SCAQMD for Wert Newport Oil Company (FAC ID = 42775) Emissions from 2008 Annual Emissions Report to SCAQMD for Newport Beach City Utilities Department (FAC ID = 35189) 3 Emissions from July 2006 -July 2007 Annual Emissions Report to SCAQMD for Armstrong Petr Corp (FAC ID = 17170) ° Emissions calculated from equipment and operation information obtained from WNOC and the City of Newport Beast s Annual Emissions assume toxic, from diesel exhaust are considered In the diesel PM cancer and chronic non- cancer health risk exposure 0.91 metric tans /short tons ° a m S? ' k� IS k E; E ry pounds per year(lbs /yr) n n X is E F H c ¢ F d o WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations' Oilfield Mobile Source ACtwitiei 5.63E -01 247E -01 1.38E-011 1.10E+00 1.95E-021 1.62E+00 3.20E +00 3,73E+001 5.30E+00 I 5.02E+001 1.29E -01 6.02E +00 199E+0D Total 0.56 0.25 D.14 1.10 0.02 1.62 3.20 3.23 1.30 - 5.02 0.13 6.02 1.99 Page 2 of 30 Newport Banning Ranch Baseline Criteria Pollutant Inventory Mobile Equipment Maintenance Adivit WNOC City What New Ddllin 3 0 3 Abandonments 1 0 1 Well workovers 81 73 94 l pull to associated e ui ment 7 Diesel 1 Diesel 0.751 1.001 210 1 24 1 1 1 0.56309 1 0.15657 2,02261 1 0.00306 1 0.06398 0.05886 311.3085 0.01413 7 backhoe 4 1.00 Diesel 0.47 1.00 410 8 0.01361 0.00352 0.37029 0.10829 0.65101 0.00061 0.05945 0.05469 51.72801 0.00977 1 forklift 3 1.00 Diesel 1 0.301 1.001 250 1 8 1 1 1 0.33264 1 0.08670 1 0.64927 1 0.00063 1 0.03913 1 0.03600 56.05436 0.00782 Cmmhlete 1 small drill nQ 2 Diesel 1 0.751 1,001 0 1 24 1 1 1 0.35018 1 0.10549 1 1.46038 1 0.00212 1 0.04092 1 0.03765 1 188.1019 0.00952 1 vacuum truck of@ite travel exhaust 1 Diesel 1.00 1.00 NA NA 30 1 0.01361 0.00352 0.04458 0.00004 0.00216 0.00190 421067 1 vacuum truckoffsitepaved road dust 1 Dust 1.00 1.00 NA NA 30 1 0.00082 000014 1 vacuum truck (on site unpaved road dust) 1 Dust 041 100 310 NA 5 1 0.70229 0.07023 1 vacuum truckon -site Idle exhaust 1 Diesel 0.41 1.00 310 8 0.11024 0.03041 0.23525 0.00014 0.00474 0.00436 1458836 1 welding machine 1 Diesel 0.45 1.00 120 8 0.31281 0.13435 0.27920 000034 0.03079 002832 25.95807 0.01212 1 h drallft U Diesel 043 0.50 305 5 0.77621 0.20118 1.98778 0.00177 0.07709 0.07092 180.1013 0.01815 Page 3 of 30 Newport Banning Ranch Baseline Criteria Pollutant Inventory Mobile Equipment Maintenance Adivit WNOC City Acting New Drillin 3 0 3 Abandonments 1 0 1 Well workovers 81 73 94 crew Load I Day I I Hours) I per I Trips/ I (Iblhr) or I (lb/hr) or I (lblh4 or I (Ibilm) or I (Iblhr) or I gbi or I CO2 (Iblhr) I ( tai or Diesel) 1.001 1.001 NA I NA 1 5 1 20 1 D.013611 0.003521 0.044581 0.000041 0.002161 0.001901 4.21067 I drill rip 15 Diesel 0.75 100 210 24 410 0.465 0.56309 0.15657 2.02261 0.00306 0.06398 0.05866 3113085 0.01413 l cement Wckoffsite travel exhaust 1 Diesel 1.00 1.00 NA NA 30 1 0.01361 0.00352 0.04458 0.00004 0.00216 0.00190 4.21067 0.30 l cement buckoHeite paved road dust 1 Dust 100 1.00 NA NA 30 1 0,45 30 1 truck mounted rig Of Highway Trucks 0.00082 0.00014 l Match mower 1 cement truck (an site unpaved road dust 1 Dust 0.56 100 NA NA 5 1 0.70229 0.07023 l cement truckon -site idle exhaust 1 Diesel 0.56 1.00 750 8 0.11024 0.03041 0,23525 0.00014 0.00474 0.00436 14.5BB36 1 vacuum truck offste travel exhaust 05 Diesel 1.00 0.50 NA NA 30 1 0.01361 0.00352 0.04458 0.00004 0.00216 0.00190 4.21067 I vacuum truck hi paved road dust 05 Dust 100 050 NA 30 1 0.00082 0.00014 1 vacuum truck (on site unpaved road dust) 0.5 Dust 0.41 050 NA 5 1 0.70229 0.07023 1 vacuum truck (an site Idle exhaust 05 Diesel 1 050 310 8 D.11024 0.03041 0.23525 0.00014 0.00474 0.00436 14.58836 1 crew (ruck 3 -5 round trips 3 workers 2 Diesel 100 1.00 NA NA 5 5 D.01361 0.00352 0.04458 0.00004 0.00216 0.00190 4.21067 l crewlruck -Dust 2 Dust 100 100 NA NA 5 5 0170229 0.07023 3 workers 3 Gas 1.00 1011 NA NA 30 1 3 0.01055 1 0.00108 1 0.00110 1 0.00o01 0.00009 1 0.00005 109953 3 workers Dust 3 1 Dust I LOU I 1.00 I NA I NA 1 30 3 I I I I I 0.00082 1 0.00014 Equipment Details Type HPu LF° III 1 backhoe Traclors/losdeniBeckhoss 410 0.465 8 t cement truck (an site Idle exhaust) ae, mewl (33 001 to 60 MO r) 750 0.56 HrslDay (drill rig) 1 hydrall% Cranes 305 0,43 24 1 small drill dg Broci Rigs 075 Round trip on -site (miles) 1 unit rig Bommml Rlge 210 0.75 5 l torklifi Forums 250 0.30 perdlsrusslon ki WNOC l vacuum truck(on -site Idle exhi le, Diesel(33 001to Kenn b) 310 0.41 Round trip travel to site (r 1 welding machine welders 120 0,45 30 1 truck mounted rig Of Highway Trucks 750 0.41 l Match mower TratlorviThadarsleackhces 175 0.465 Weekslyr Crew van nasseoger Vehlcie, G.(H500lot 1,00 52 a, Load fusions from CEQA Air Quality Handbook, SCAQMD, Diamond Bar CA, 1993. Table A9 -8-D. 0.92 'M2.5 -Ptil ReliO b, Most common horsepower in OBmad database 0.93 a2.5- PM10Raflo Page 4 of 30 Newport Banning Ranch Baseline Criteria Pollutant Inventory - Mobile Equipment Oilfield Operations Equipment ActivltylEquipment CO dinsmay) ROG (lbslday) NOX Qbslday) SOX (lbslday) PM10 (Ibslday) PM2.5 (Ibslday) CO2 Qbslday) CH4 (Ibslday) CO (Ibslyr) ROG (Ibslyr) NOX (lbs/yr) Sox (Ibslyr) PM10 (Ibslyr) PM2.5 (Ibslyr) CO2 (Ibslyr) CH4 (Ibslyr) WNOC General Use Equipment I backhoe 2.962 0866 5.208 OD05 0.476 0.438 414 0.078 142.19 41.58 249.99 0.23 2233 21.00 19,864 3.75 1 vacuum truck offsite travel exhaust 0.408 0.105 1.337 0.001 0.065 0.057 126 19.60 5.06 64.20 006 3.11 2.74 6,063 1 vacuum truck offsile paved road dust 0.024 0.004 1.17 D.20 1 vacuum truck (on -sile unpaved road dust) 3.511 0.351 168.55 16.85 t vacuum truck on -site idle exhaust 0.882 0 243 1.882 0.001 0.038 0.035 117 42.33 11.68 90.34 0.05 132 1,67 5,602 I tractor mower 3.542 0.843 6.727 OD07 0.380 0.350 608 0.076 42.50 10.12 80.73 0.08 4.57 4.20 7,300 0.91 WNOC Worker - Dail Site inspection 0.053 ODOS 0.006 0.000 0.000 0.000 5 1,001.05 102.42 104.66 1.02 8.07 5.02 104,346 Subtotal - -> 7841 2064 15160 0.014 4.495 1.135 1,271 0.754 7,24768 170.86 589.91 1.45 1 210.11 1 51.69 1 143,174 1 4.66 CIN General Use E u7 ment 1 repair well no 11 -842 2.449 18.150 0022 1,433 1.318 1,851 0.221 29,61 6.12 45.37 0.05 3.55 3.30 4,627 0.55 l vacuum truckaffsde travel exhausl 0.408 0.105 1.337 0.001 0,065 0,057 126 3.06 0.79 1u D3 001 0.49 0.43 947 I vacuum tmckoffsite Paved road dust 0,024 0,004 0.18 D.03 I vacuum truck on -site idle exhaust 0.582 0.243 1.882 0001 0,038 0,035 117 661 182 14.11 001 028 0.26 575 1/4 top Ch truck LDTI 0.316 0.032 0.033 0000 0.003 0,002 33 98.73 10.10 10.32 0.10 0.80 0.50 10.292 1l4 ton Chew truck LDTI -Dust 0,024 0,004 7.64 1.29 1 ton Chew truck LDTI 0.316 0.032 0.033 0.000 0,003 0,002 33 16,46 168 1.72 002 0.13 0.08 1,715 1 ton Chew truck LDTI - Dust 0.024 0.004 127 0.21 2 ton truck LDT2 0.316 0.032 0.033 0000 0.003 0,002 33 1646 1.68 1.72 002 0.13 0908 1,715 2 ton truck LDT2 -Dust 0,024 0,004 1.27 D.21 Subtotal - -> 14.087 2.895 77.468 0.025 1.641 1.437 7,193 0771 170.93 7211 83.28 0.17 1578 6.39 20,1721 055 OriNng 6nµ2, drill$ complete -5 days) Well pad prep 1 small drill rig 4.202 1266 179525 0.025 0.491 0.452 2,257 0.114 12.61 3.80 52.57 0.08 1.47 1.36 6,772 0.34 1 cement truck priffisim travel exhaust 0.408 0.105 1.337 Hot 0.065 0.057 126 1 23 032 4.01 0.00 0.19 0917 379 1 cement truck (offsite paved road dust 0.024 0.004 007 DC1 1 cement truck (an unpaved road dust 3.511 0.351 10.53 1.05 l cement truck (on site Idle exhaust 0441 0122 0.941 0.001 0.019 0.017 58 132 036 2.82 0.00 O.D6 0.05 175 1 backhoe 0.741 0.217 1.302 Hot 0.119 0.109 103 0.020 122 0.65 3.91 0.00 0.36 0.33 310 0.06 1 h dralin 3105 0805 7.951 0 .007 0:3D8 0.284 720 0.073 9.31 2.41 23.85 0.02 0.93 D.85 2,161 0.22 Subtotal -> 8897 2.514 29.056 0.035 4.538 1.275 3,266 0206 16.69 754 87.17 0.11 13.61 3.82 9,797 0.62 Drlllln 1 drill to associated e ul ment 13.514 3,758 46.543 0.073 1.535 1.473 7,471 0.339 263.80 7591 1,019.40 1.54 32.24 29.67 156900 7.12 l backhoe 2.962 C.6 5.208 O .0OS 0.476 0.430 414 0.078 35.55 10.40 62.511 0.06 5.71 5.25 4,966 0.94 1 forklift 2.661 1 0694 1 5.194 1 0.005 1 0.313 1 0.288 1 448 1 0.063 11 23.95 1 6.24 1 46.75 1 0.05 1 2.82 1 2.59 4,036 0.56 Subtotal -> 1 19.1381 5.318 58.9451 0.083 2.324 2.1391 8,3341 0.48011 343.301 95.551 1,128.641 1,64 1 40.771 3751 165,901 8.62 Complete I small drlll do 8.404 2.532 35.049 0.051 0.982 0.904 4,514 0.228 50.43 1519 210.30 0.30 5.89 5.42 27,087 137 1 vacuum truck oHai[e travel exhaust 0.408 0.105 1.337 0.001 0.065 0.057 126 1.23 032 4.01 0.00 0.19 0.17 379 l vacuum truck offsite paved road dust 0.024 0.004 0.07 0.01 1 vacuum truck (on site unpaved road dust) 3.511 0.351 1033 1.05 l vacuum truckan -site idle exhaust) 0.682 0243 1.882 0.001 0.038 0.035 117 2.65 0.73 5.65 0.00 0.11 0.10 350 1 weldinu machine 2.502 1.075 29234 0.003 0.246 0.227 208 0.097 7.51 3.22 6.70 0.01 0.74 0.68 623 0.29 1 ro a lih 3.105 0.805 7.951 0 .007 0.308 0.284 720 0.073 9.31 2.41 23.85 0.02 0.93 0.85 2,161 0.22 Subtotal - -> 15.307 4.760 48.453 0.063 5.175 1.861 5,686 0398 71.11 21.88 150.51 0.34 18.47 8.79 ig600 1.88 Page 5 of 30 Newport Banning Ranch Baseline Criteria Pollutant Inventory - Mobile Equipment Oilfield Operations Eauipment ActivltylEqulpment 40.66 CO (Ibslday) ROG (Ibsltlay) NO% (Ibsltlay) SOX (Ibslday) PM10 (Ibslday) PM25 (Ibsiday) CO2 Qbsltlay) CH4 (Ibsiday) CO (Ibslyr) ROG (Ibslyr) NOX (lbs/yr) s0% (Ibslyr) PM10 (Ibslyr) PM25 (Ibslyr) CO2 (Ibslyr) CH4 (Ibslyr) Workers and Crew - - - - - - - - - - - - - 1 crew truck (15 -20 round trips, l0 -12 workers ) WNOC 1.361 0352 4.458 0.004 0.216 0.190 5 - 817 2.11 26.75 0.02 1.29 1.14 2,526 - l crew truck -Oust 12.72 2.69 20.03 0.02 1.47 70229 7.023 022 36.22 7.95 5949 0.06 3.87 421.37 42.14 0.55 WNOC 10 -12 workers 7.62 3.797 0389 0.397 0.004 0031 0.019 N421 571.83 17088 17.48 17.87 0.17 1.38 0.86 17,312 - 70 12 workers -Oust - - - - 0294 0.050 - - - - - 73.21 223 - Subtotal - -> 5.159 a740 4.855 0.008 70769 7281 - 17905 19.59 44.61 0.20 43726 46.37 20,339 0.70 Well Aban donmenl 2 25 days) 0.01 0.67 021 747 - 548.64 66.17 261.54 0 -69 55.41 18.39 70,396 - Gasloll l drill rig 0.49 13.514 3758 43.543 OD73 1.535 1.413 7,471 0.339 2027 . 5.64 7231 0.11 2.30 2.12 11,207 0.51 1 cement truck affair, travel exhaust 2.67 0.408 0105 1.337 0.001 0.065 0.057 126 21091 0.41 0.11 1.34 0.00 OD6 0.06 126 l cement truck offsite paved road dust) - 0.44 0,07 - - 0.024 0.004 - - 41.31 6.97 - - OD2 0.00 do not ovedape also during 1 cement truck (on unpaved road dust ratting that well pad preparation, well drIlling, and well completion do not overlap. 3.511 0.357 Total peak daily emissions -General equipment use for WNOC and Clry sites plus new well drilling at WNOC site. 3.51 0.35 t cement truck (an idle exhaust 0.882 0243 1.882 0.001 0.036 0.035 117 0.88 1 0.24 138 1 0.00 11 0.04 0.03 117 l vacuum truckaffsite travel exhaust 0.408 0105 1.337 0.001 0.065 0.057 126 0.41 0.11 1.34 0.00 0.06 0.06 126 1 vacuum truck offsite paved road dust 0.024 0.004 OD2 100 1 vacuum truck (on site unpaved road dust) 3.511 0.351 3.51 0.35 l vacuum truckan -site idle exhaust 0.441 0122 0.941 0.001 0.019 0.017 56 0.44 0.12 0.94 0.00 0.02 0.02 58 1 crew truck 35 round tries 3 workers 0.340 0.088 1.115 0.001 0.054 0.047 105 0.68 0.18 2.23 0.00 0.11 009 211 1 crew truck- Dust 17 55 .7 1.756 35.11 3.51 3 workers 0.949 0.097 0.099 0.001 0.006 0.005 99 2.85 0.29 0.30 0.00 0.02 001 297 3 workers - Dust 0.073 0.012 0.22 0.04 Subtotal - -> 16.944 4.519 55254 0.0791 26,4861 41101 8,103 0.339 25.94 6.68 80.84 0.12 45.03 6.65 12,142 0.51 Well Wakovoc; 1.5-2 days) l small drill rig 8.404 2532 35.049 0.051 0.982 0.904 4,514 0.228 1,187.53 357.74 4,952.45 7.18 13838 127.67 637,891 32.26 l vacuum truck oll travel exhaust 0.408 0.105 1.337 0.001 0.065 0.057 126 36.47 9.94 125.98 0.12 6.09 5.37 11,899 1 vacuum truck offsite paved road dust 0.024 0.004 2.31 0.39 1 vacuum truck (on site unpaved road dust) 3.511 0.351 330.73 33.08 7 vacuum truck an-stie Idle exhaust 0.441 0122 0.941 0.001 0.019 0.017 58 41.54 11.46 88.64 0.05 1.79 1,64 5,497 1 crew truck 2 -4 round td s, 3 workers 0.272 OD70 0.892 0.001 0.043 0.038 B4 25.65 6.62 83.99 0.08 4D6 3.58 7,933 7 crew truck- Dust 14.046 1.405 1,321.11 132.31 3 workers 0.949 0.097 0.099 0.001 0.003 0.005 99 178.86 18.30 18.70 0.18 1.44 0.90 18,644 3 workers - Dust 0.073 0.012 1333 2.34 Subtotal -> 10.48 293 3831 OAS 18.77 2.79 4,882 0.23 1,472.05 404.06 5,169.76 761 1,822.18 307.281 681,864 3228 Peek Emissions " - > 46.23 11.02 100.43 0.13 82.08 12.09 12,614 0.86 3,536.75 748.37 7,534.72 11.67 2,603.21 468.00 1,083,990 49.12 Peak OnSlte tmeaeons - - -> 4U.bb IU.l2 91,26 U.12 41.41 11 ad Il,abl U.ad 2,9611.11 5I72.IY 1,2 /J. I IU.V5 2,64 /aU 449.61 1,U Il,6Y4 49,12 Gas 4.80 0.49 0.50 0.00 0.04 0.02 500 - 1,485.28 151.96 15529 1.51 11.93 7.45 154,821 - Diesel 41.43 10.53 99.93 013 4.35 4.62 12,114 086 2,051.47 596.41 7,37943 10.16 24292 222138 929,169 49.12 Dust - - - - 77.69 7.44 - - - - - - 2,34832 23768 - - Peak OnsBe Aclonty -a 40.66 10.32 97.26 0.12 81.41 11,88 11,867 0,86 2,98811 682.19 7,273,19 10.98 2,547,80 449.61 1,013,594 49,12 Gmimnsite City - - - - - - - - - - - - - - - WNOC 0.05 0.01 0D1 0.00. 0.00 000 5 - 1,001.05 102.42 104.66 1.02 8.07 5.02 104,346 - Oieamfonsite City 12.72 2.69 20.03 0.02 1.47 1.35 1,968 022 36.22 7.95 5949 0.06 3.87 3.56 5,503 0.55 WNOC 27.89 7.62 7L22 0.10 2.68 3,1.5 9,894 0.63 1,950.84 571.83 7,109D3 9.90 22865 210.33 903,746 48.57 Unpaved Dustfons8e City - - - - - - - - - - - - - - WNOC - - - 77.25 7.37 - - - - 2,307.01 230.70 - Peak 07757te ACHicty ` -o 556 0.70 3.17 0.01 0.67 021 747 - 548.64 66.17 261.54 0 -69 55.41 18.39 70,396 - Gasloll 475 0.49 0.50 0.00 004 0,02 495 - 484.24 49.54 50.63 0.49 3.90 2.43 50,475 - Diesellaffate 0.82 0.21 2.67 0.00 0.19 all 253 - 64.41 16,63 21091 0.20 10.20 8.99 19,921 Paved Dustloffsite - - - 0.44 0,07 - - - - - - 41.31 6.97 - - `Peak dally activity- assumes that workovers, drilling, and abandonments do not ovedape also during new well ratting that well pad preparation, well drIlling, and well completion do not overlap. Total peak daily emissions -General equipment use for WNOC and Clry sites plus new well drilling at WNOC site. Page 6 of 30 Newport Banning Ranch Baseline Criteria Pollutant Inventory - Mowing Equipment Mowing Area 122 acres 43,560 sf /acre 5,320,768 SF 2,307 linear feet /side (= linear ft /swath) 5,280 ft/mi 0.44 miles per swath 13,840 sf mowed per swath 385 swaths 168 total miles of mowing 33.64 hours 6.0 days /each mowing (2 per year) 12 days /year 6.0 ft mower deck 5 mph 6 hours /day Page 7 of 30 Newport Banning Ranch Stationary Source Annual Emission Report - City of Newport Beach Facility ID 35189 Company Name NEWPORT BEACH CITY - UTILITIES DEPT Address 5800 W COAST HIGHWAY NEWPORT BEACH. CA 92663 Select AER Year: 2008 Criteria Pollutants (Tons per Year): Annual Emissions Pollutant ID Pollutant Description (tons /yr) (Ibs /day) CO Carbon Monoxide 0.06 0.33 NOX Nitrogen Oxides 0.24 1.32 ROG Reactive Organic Gases 3.68 20.16 SOX Sulfur Oxides 0.001 0.01 TSP Total Suspended Particulates 0.01 0.05 Toxic Pollutants (Pounds per Year) Annual Emissions Pollutant ID Pollutant Description (lbslyr) (Ibs /day) 7664417 Ammonia 65.88 0.1805 71432 Benzene 50000 Formaldehyde 91203 Naphthalene PAHs, total, with components 1151 not reported 2,000 Ibs /ton 365 days /year Page 8 of 30 42.58 0.1167 0.06 0.0002 0.001 0.000003 0.001 0.000003 Newport Banning Ranch Stationary Source Annual Emission Report - West Newport Oil Company Facility ID 42775 Company Name WEST NEWPORT OIL CO Address 1080 W 17TH ST COSTA MESA, CA 92627 Select AER Year: 2008 Criteria Pollutants (Tons per Year): Annual Emissions Pollutant ID Pollutant Description (tons /yr) (Ibs /day) CO Carbon Monoxide 0.24 1.32 NOX Nitrogen Oxides 0.8 4.38 ROG Reactive Organic Gases 2.82 15.45 SOX Sulfur Oxides 2.66 14.58 TSP Total Suspended Particulates 0.07 0.38 Toxic Pollutants (Pounds per Year) Annual Emissions Pollutant ID Pollutant Description (Ibs /yr) (Ibs /day) 7664417 Ammonia 361.8 0.9912 71432 Benzene 50000 Formaldehyde PAHs, total, with components 1151 not reported 2,000 Ibs /ton 365 days /year Page 9 of 30 28.63 0.0784 8.19 0.0224 0.03 0.000082 Newport Banning Ranch Stationary Source Annual Emission Report - Armstrong Petroleum Corp. Facility ID 17170 Company Name ARMSTRONG PETR CORP Address 5800 W Coast HWY Newport Beach, CA 92663 Select AER Year: 2006 Criteria Pollutants (Tons per Year): Annual Emissions Pollutant ID Pollutant Description (tons /yr) (Ibs /day) ROG Reactive Organic Gases 0.013 0.07 Toxic Pollutants (Pounds per Year) Annual Emissions Pollutant ID Pollutant Description (Ibs /yr) (Ibs /day) 71432 Benzene 2,000 Ibs /ton 365 days /year Page 10 of 30 0.156 0.00043 Newport Banning Ranch Off -Road Emission Factors SCAB Fleet Average Emission Factors (Diesel) Calendar Year: 2008 Air Basin South Coast 11/1312009 (lb /hr) (lb /hr) (lb /hr) (lb /hr) (lb /hr) (lb /hr) (lb /hr) Equipment MaxHP CO ROG NOX SOX PM CO2 CH4 Aerial Lifts 15 0.0534 0.0113 0.0736 0.0001 0.0048 8.7 0.0010 25 0.0644 0.0249 0.1073 0.0001 0.0077 11.0 0.0022 50 0.2011 0.0833 0.2037 0.0003 0.0203 19.6 0.0075 120 0.2542 0.0781 0.4910 0.0004 0.0386 38.1 0.0070 500 0.6822 0.1719 2.1178 0.0021 0.0668 213 0.0155 750 1.2331 0.3198 3.9213 0.0039 0.1223 385 0.0289 Aerial Lifts Composite 0.2200 0.0746 0.3885 0.0004 0.0269 34.7 0.0067 Air Compressors 15 0.0530 0.0157 0.0899 0.0001 0.0068 7.2 0.0014 25 0.0905 0.0359 0.1448 0.0002 0.0108 14A 0.0032 50 0.2903 0.1265 0.2442 0.0003 0.0283 22.3 0.0114 120 0.3395 0.1112 0.6505 0.0006 0.0578 47.0 0.0100 175 0.5136 0.1383 1.1024 0.0010 0.0600 88.5 0.0125 250 0.3847 0.1381 1.5340 0.0015 0.0525 131 0.0125 500 0.8107 0.2172 2.4338 0.0023 0.0844 232 0.0196 750 1.2529 0.3420 3.8533 0.0036 0.1321 358 0.0309 1000 2.1596 0.5751 6.3733 0.0049 0.1969 486 0.0519 Air Compressors Composite 0.3782 0.1232 0.7980 0.0007 0.0563 63.6 0.0111 Bore /Drill Rigs 15 0.0632 0.0122 0.0767 0.0002 0.0047 10.3 0.0011 25 0.0674 0.0210 0.1343 0.0002 0.0080 16.0 0.0019 50 0.2734 0.0813 0.2898 0.0004 0.0253 31.0 0.0073 120 0.4934 0.1021 0.7562 0.0009 0.0597 77.1 0.0092 175 0.7541 0.1203 1.1469 0.0016 0.0585 141 0.0109 250 0.3502 0.1055 1.4604 0.0021 0.0409 188 0.0095 500 0.5631 0.1566 2.0226 0.0031 0.0640 311 0.0141 750 1.1127 0.3207 4.1945 0.0062 0.1297 615 0.0289 1000 1.8100 0.6291 1 9.2766 0.0093 0.2299 928 0.0568 Bore /Drill Rigs Composite 0.5281 0.1295 1.3416 0.0017 0.0591 165 0.0117 Cement and Mortar Mixers 15 0.0394 0.0087 0.0562 0.0001 0.0037 6.3 0.0008 25 0.1038 0.0402 0.1722 0.0002 0.0125 17.6 0.0036 Cement and Mortar Mixers Composite 0.0447 0.0113 0.0658 0.0001 0.0044 7.2 0.0010 Concrete /Industrial Saws 25 0.0681 0.0206 0.1344 0.0002 0.0079 16.5 0.0019 50 0.3412 0.1418 0.3179 0.0004 0.0335 30.2 0.0128 120 0.5088 0.1545 0.9632 0.0009 0.0792 74.1 0.0139 175 0.8877 0.2192 1.8557 0.0018 0.0944 160 0.0198 Concrete /Industrial Saws Composite 0.4411 0.1460 0.7263 0.0007 0.0610 58.5 0.0132 Cranes 50 0.3359 0.1466 0.2624 0.0003 0.0320 23.2 0.0132 120 0.3807 0.1261 0.7275 0.0006 0.0664 501 0.0114 175 0.4936 0.1345 1.0417 0.0009 0.0589 80.3 0.0121 250 0.3881 0.1392 1.3867 0.0013 0.0535 112 0.0126 500 0.7762 0.2012 1.9878 0.0018 0.0771 180 0.0182 750 1.3011 0.3409 3.4224 0.0030 0.1310 303 0.0308 9999 4.8072 1.2096 13.0905 1 0.0098 0.4143 971 0.1091 Cranes Composite 0.6011 0.1778 1.6100 0.0014 0.0715 129 0.0160 Crawler Tractors 50 0.3714 0.1635 0.2856 0.0003 0.0352 24.9 0.0148 120 0.5147 0.1743 1.0019 0.0008 0.0901 65.8 0.0157 175 0.7734 0.2146 1.6473 0.0014 0.0937 121 0.0194 250 0.6360 0.2263 2.1648 0.0019 0.0880 166 0.0204 500 1.4050 0.3175 3.0311 0.0025 0.1222 259 0.0286 750 2.5044 0.5713 5.5421 0.0047 0.2205 465 0.0516 1000 3.9537 0.8802 9.2252 0.0066 0.3088 658 0.0794 Crawler Tractors Composite 0.6843 0.2068 1.5395 0.0013 0.0943 114 0.0187 Crushing /Proc. Equipment 50 0.5828 0.2519 0.4821 0.0006 0.0563 44.0 0.0227 120 0.6048 0.1955 1.1410 0.0010 0.1031 83.1 0.0176 175 0.9790 0.2596 2.0557 0.0019 0.1141 167 0.0234 250 0.7004 0.2529 2.8190 0.0028 0.0959 245 0.0228 500 1.2591 0.3442 3.8371 0.0037 0.1336 374 0.0311 750 1.9179 0.5502 6.2394 0.0059 0.2117 589 0.0496 9999 5.5592 1.5285 17.0748 1 0.0131 0.5223 1,308 0.1379 Crushing /Proc. Equipment Composite 0.7620 0.2385 1.5831 0.0015 0.1012 132 0.0215 Dumpers /Tenders 25 0.0356 0.0121 0.0681 0.0001 0.0043 7.6 0.0011 Dumpers /Tenders Composite 0.0356 0.0121 0.0681 0.0001 0.0043 7.6 0.0011 Page 11 of 30 Newport Banning Ranch Off -Road Emission Factors SCAB Fleet Average Emission Factors (Diesel) Calendar Year: 2008 Air Basin South Coast 11/1312009 (lb /hr) (lb /hr) (lb /hr) (lb /hr) (lb /hr) (lb /hr) (lb /hr) Equipment MaxHlo c0 ROG NOX SOX PM CO2 CH4 Excavators 25 0.0677 0.0201 0.1291 0.0002 0.0077 16.4 0.0018 50 0.3393 0.1381 0.2727 0.0003 0.0319 25.0 0.0125 120 0.5437 0.1649 0.9632 0.0009 0.0902 73.6 0.0149 175 0.6735 0.1674 1.2913 0.0013 0.0748 112 0.0151 250 0.4374 0.1620 1.7260 0.0018 0.0596 159 0.0146 500 0.7092 0.2175 2.2162 0.0023 0.0803 234 0.0196 750 1.1724 0.3637 3.7953 0.0039 0.1352 387 0.0328 Excavators Composite 0.5828 0.1695 1.3249 0.0013 0.0727 120 0.0153 Forklifts 50 0.2020 0.0846 0.1603 0.0002 0.0192 14.7 0.0076 120 0.2304 0.0724 0.4055 0.0004 0.0402 31.2 0.0065 175 0.3326 0.0867 0.6493 0.0006 0.0391 56.1 0.0078 250 0.1822 0.0716 0.8315 0.0009 0.0254 77.1 0.0065 500 0.2573 0.0937 1.0380 0.0011 0.0340 111 0.0085 Forklifts Composite 0.2422 0.0799 0.5982 0.0006 0.0324 54.4 0.0072 Generator Sets 15 0.0749 0.0189 0.1237 0.0002 0.0077 10.2 0.0017 25 0.1105 0.0332 0.1767 0.0002 0.0118 17.6 0.0030 50 0.3024 0.1238 0.3155 0.0004 0.0307 30.6 0.0112 120 0.5141 0.1558 0.9918 0.0009 0.0767 77.9 0.0141 175 0.7531 0.1854 1.6223 0.0016 0.0771 142 0.0167 250 0.5644 0.1859 2.2800 0.0024 0.0697 213 0.0168 500 1.0375 0.2648 3.3136 0.0033 0.1028 337 0.0239 750 1.6748 0.4404 5.4793 0.0055 0.1680 544 0.0397 9999 4.1271 1.1329 12.8919 0.0105 0.3964 1,049 0.1022 Generator Sets Composite 0.3461 0.1075 0.6980 0.0007 0.0430 61.0 0.0097 Graders 50 0.3813 0.1622 0.3051 0.0004 0.0362 27.5 0.0146 120 0.5585 0.1780 1.0405 0.0009 0.0948 75.0 0.0161 175 0.7486 0.1956 1.5300 0.0014 0.0864 124 0.0176 250 0.5482 0.1966 2.0220 0.0019 0.0751 172 0.0177 500 0.8828 0.2360 2.3908 0.0023 0.0904 229 0.0213 750 1.8609 0.5040 5.1931 0.0049 0.1935 486 0.0455 Graders Composite 0.6561 0.1936 1.6191 0.0015 0.0840 133 0.0175 Off - Highway Tractors 120 0.7625 0.2703 1.5479 0.0011 0.1355 93.7 0.0244 175 0.8741 0.2532 1.9339 0.0015 0.1094 130 0.0228 250 0.5852 0.2053 1.8670 0.0015 0.0812 130 0.0185 750 4.0720 0.8003 7.4850 0.0057 0.3122 568 0.0722 1000 6.3076 1.2211 12.1964 0.0082 0.4364 814 0.1102 Off - Highway Tractors Composite 0.8959 0.2578 2.1767 0.0017 0.1061 151 0.0233 Off- Highway Trucks 175 0.7669 0.1962 1.4779 0.0014 0.0867 125 0.0177 250 0.4799 0.1822 1.8617 0.0019 0.0659 167 0.0164 500 0.8739 0.2727 2.6600 0.0027 0.0984 272 0.0246 750 1.4136 0.4454 4.4516 0.0044 0.1621 442 0.0402 1000 2.4058 0.7106 7.9819 0.0063 0.2445 625 0.0641 Off - Highway Trucks Composite 0.8499 0.2730 2.7256 0.0027 0.0989 260 0.0246 Other Construction Equipment 15 0.0617 0.0119 0.0750 0.0002 0.0046 10.1 0.0011 25 0.0557 0.0174 0.1110 0.0002 0.0066 13.2 0.0016 50 0.3144 0.1244 0.2884 0.0004 0.0303 28.0 0.0112 120 0.5538 0.1570 0.9885 0.0009 0.0842 80.9 0.0142 175 0.5932 0.1356 1.1451 0.0012 0.0606 107 0.0122 500 1 0.7066 0.1944 1 2.2771 0.0025 1 0.0770 254 1 0.0175 Other Construction Equipment Composite 0.4504 0.1215 1.1575 0.0013 0.0503 123 0.0110 Other General Industrial Equipmei 15 0.0391 0.0066 0.0466 0.0001 0.0026 6.4 0.0006 25 0.0632 0.0188 0.1207 0.0002 0.0072 15.3 0.0017 50 0.3211 0.1421 0.2473 0.0003 0.0308 21.7 0.0128 120 0.4723 0.1605 0.8979 0.0007 0.0854 62.0 0.0145 175 0.5860 0.1647 1.2490 0.0011 0.0726 95.9 0.0149 250 0.4131 0.1553 1.8545 0.0015 0.0579 136 0.0140 500 0.9583 0.2735 2.8780 0.0026 0.1032 265 0.0247 750 1.5794 0.4552 4.8663 0.0044 0.1724 437 0.0411 1000 2.5724 0.6979 7.5922 0.0056 0.2387 2 fi0 0.0630 Other General Industrial Equipmen Composite 0.6617 0.2025 1.8248 0.0016 0.0815 152 0.0183 Page 12 of 30 Newport Banning Ranch Off -Road Emission Factors SCAB Fleet Average Emission Factors (Diesel) Calendar Year: 2008 Air Basin South Coast 11/1312009 (Ib/hr) (Ib/hr) (Ib /hr) (Ib/hr) (Ib/hr) (Ib/hr) (lb/hr) Equipment MaXHP c0 ROO NOX SOX PM CO2 CH4 Other Material Handling Equipmer 50 0.4431 0.1961 0.3438 0.0004 0.0426 30.3 0.0177 120 0.4596 0.1558 0.8749 0.0007 0.0827 60.7 0.0141 175 0.7420 0.2078 1.5840 0.0014 0.0915 122 0.0188 250 0.4403 0.1646 1.7636 0.0016 0.0616 145 0.0149 500 0.6904 0.1952 2.0733 0.0019 0.0741 192 0.0176 9999 3.4021 0.9197 10.0283 0.0073 0.3143 741 0.0830 Other Material Handling Equipment Composite 0.6041 0.1952 1.7655 0.0015 0.0786 141 0.0176 Pavers 25 0.0930 0.0329 0.1706 0.0002 0.0112 18.7 0.0030 50 0.4041 0.1797 0.3191 0.0004 0.0386 28.0 0.0162 120 0.5356 0.1823 1.0659 0.0008 0.0924 69.2 0.0164 175 0.8121 0.2253 1.7679 0.0014 0.0977 128 0.0203 250 0.7767 0.2693 2.5756 0.0022 0.1066 194 0.0243 500 1 1.3755 0.2880 1 2.7966 0.0023 1 0.1134 233 1 0.0260 Pavers Composite 0.5874 0.1963 1.0796 0.0009 0.0769 77.9 0.0177 Paving Equipment 25 0.0532 0.0166 0.1061 0.0002 0.0063 12.6 0.0015 50 0.3426 0.1525 0.2722 0.0003 0.0328 23.9 0.0138 120 0.4189 0.1425 0.8352 0.0006 0.0721 54.5 0.0129 175 0.6336 0.1757 1.3860 0.0011 0.0760 101 0.0159 250 0.4852 0.1678 1.6129 0.0014 0.0665 122 0.0151 Paving Equipment Composite 0.4616 0.1479 0.9857 0.0008 0.0681 69.0 0.0133 Plate Compactors 15 0.0263 0.0052 0.0328 0.0001 0.0021 4.3 0.0005 Plate Compactors Composite 0.0263 1 0.0052 0.0328 0.0001 0.0021 1 4.3 0.0005 Pressure Washers 15 0.0359 0.0091 0.0592 0.0001 0.0037 4.9 0.0008 25 0.0448 0.0135 0.0717 0.0001 0.0048 7.1 0.0012 50 0.1197 0.0466 0.1429 0.0002 0.0126 14.3 0.0042 120 0.1514 0.0438 0.2928 1 0.0003 0.0209 24.1 0.0040 Pressure Washers Composite 0.0692 0.0223 0.1049 0.0001 0.0077 9.4 0.0020 Pumps 15 0.0545 0.0161 0.0924 0.0001 0.0070 7.4 0.0015 25 0.1221 0.0485 0.1954 0.0002 0.0146 19.5 0.0044 50 0.3563 0.1479 0.3574 0.0004 0.0359 34.3 0.0133 120 0.5221 0.1605 1.0065 0.0009 0.0798 77.9 0.0145 175 0.7547 0.1888 1.8251 0.0016 0.0792 140 0.0170 250 0.5452 0.1823 2.1931 0.0023 0.0688 201 0.0165 500 1.1093 0.2801 3.4347 0.0034 0.1090 345 0.0253 750 1.8340 0.4762 5.8162 0.0057 0.1825 571 0.0430 9999 5.5294 1.4880 1 16.8363 0.0136 0.5197 1,355 0.1343 Pumps Composite 0.3194 0.1040 0.5999 0.0006 0.0424 49.6 0.0094 Rollers 15 0.0386 0.0074 0.0469 0.0001 0.0029 6.3 0.0007 25 0.0562 0.0175 0.1121 0.0002 0.0067 13.3 0.0016 50 0.3348 0.1438 0.2839 0.0003 0.0323 26.0 0.0130 120 0.4271 0.1363 0.8203 0.0007 0.0703 59.0 0.0123 175 0.6345 0.1653 1.3433 0.0012 0.0717 108 0.0149 250 0.5083 0.1750 1.8153 0.0017 0.0684 153 0.0158 500 0.9142 0.2235 2.3380 0.0022 0.0880 219 0.0202 Rollers Composite 0.4341 0.1328 0.8607 0.0008 0.0601 67.1 0.0120 Rough Terrain Forklifts 50 0.4479 0.1873 0.3678 0.0004 0.0427 33.9 0.0169 120 0.4543 0.1404 0.8292 0.0007 0.0757 62.4 0.0127 175 0.7353 0.1859 1.4705 0.0014 0.0829 125 0.0168 250 0.4855 0.1745 1.9002 0.0019 0.0661 171 0.0157 500 0.8189 0.2357 2.5155 1 0.0025 0.0905 257 0.0213 Rough Terrain Forklifts Composite 0.4869 0.1469 0.9051 0.0008 0.0759 70.3 0.0133 Rubber Tired Dozers 175 0.8866 0.2603 1.9566 0.0015 0.1120 129 0.0235 250 0.8463 0.3011 2.6790 0.0021 0.1179 183 0.0272 500 1.9869 0.3895 3.5050 0.0026 0.1495 265 0.0351 750 2.9735 0.5869 5.3537 0.0040 0.2260 399 0.0530 1000 4.7521 1 0.9153 9.0204 0.0060 0.3279 592 0.0826 Rubber Tired Dozers Composite 1.5961 0.3644 3.2672 0.0025 0.1409 239 0.0329 Page 13 of 30 Newport Banning Ranch Off -Road Emission Factors SCAB Fleet Average Emission Factors (Diesel) Calendar Year: 2008 Air Basin South Coast 11/1312009 (Ib/hr) (Ib/hr) (Ib/hr) (Ib/hr) (Ib/hr) (Ib/hr) (Ib /hr) Equipment MaxHp c0 ROG NOX SOX I'M CO2 CH4 Rubber Tired Loaders 25 0.0699 0.0212 0.1381 0.0002 0.0082 16.9 0.0019 50 0.4267 0.1812 0.3437 0.0004 0.0406 31.1 0.0163 120 0.4364 0.1384 0.8116 0.0007 0.0737 58.9 0.0125 175 0.6383 0.1659 1.3029 0.0012 0.0733 106 0.0150 250 0.4680 0.1674 1.7361 0.0017 0.0640 149 0.0151 500 0.8884 0.2394 2.4484 0.0023 0.0919 237 0.0216 750 1.8129 0.4955 5.1493 0.0049 0.1905 486 0.0447 1000 2.5959 0.6887 7.7048 0.0060 0.2364 594 0.0621 Rubber Tired Loaders Composite 0.5369 0.1626 1.3014 0.0012 0.0728 109 0.0147 Scrapers 120 0.7352 0.2502 1.4405 0.0011 0.1289 93.9 0.0226 175 0.9463 0.2636 2.0299 0.0017 0.1150 148 0.0238 250 0.8161 0.2889 2.7553 0.0024 0.1128 209 0.0261 500 1.7915 0.3979 3.8004 0.0032 0.1538 321 0.0359 750 3.0787 0.6903 6.6917 0.0056 0.2675 555 0.0623 Scrapers Composite 1.4219 0.3505 3.2269 0.0027 0.1391 263 0.0316 Signal Boards 15 0.0377 0.0072 0.0450 0.0001 0.0025 6.2 0.0006 50 0.3989 0.1661 0.3791 0.0005 0.0396 36.2 0.0150 120 0.5473 0.1679 1.0392 0.0009 0.0854 80.2 0.0151 175 0.8499 0.2118 1.7913 0.0017 0.0908 155 0.0191 250 1 0.6902 0.2346 1 2.7794 0.0029 1 0.0895 255 1 0.0212 Signal Boards Composite 0.0965 0.0244 0.1739 0.0002 0.0104 16.7 0.0022 Skid Steer Loaders 25 0.0774 0.0292 0.1321 0.0002 0.0093 13.8 0.0026 50 0.2724 0.1007 0.2552 0.0003 0.0259 25.5 0.0091 120 0.2886 0.0756 0.4848 0.0005 0.0421 42.8 0.0068 Skid Steer Loaders Composite 0.2647 0.0879 0.3209 0.0004 0.0300 30.3 0.0079 Surfacing Equipment 50 0.1602 0.0668 0.1495 0.0002 0.0157 14.1 0.0060 120 0.4436 0.1362 0.8544 0.0007 0.0686 63.8 0.0123 175 0.4852 0.1206 1.0245 0.0010 0.0516 85.8 0.0109 250 0.4314 0.1424 1.5397 0.0015 0.0555 135 0.0129 500 0.9084 0.2091 2.2929 0.0022 0.0826 221 0.0189 750 1.4188 0.3341 3.6763 0.0035 0.1305 347 0.0301 Surfacing Equipment Composite 0.7086 0.1751 1.7497 0.0017 0.0674 166 0.0158 Sweepers /Scrubbers 15 0.0729 0.0124 0.0870 0.0002 0.0049 11.9 0.0011 25 0.0811 0.0245 0.1604 0.0002 0.0095 19.6 0.0022 50 0.4265 0.1831 0.3449 0.0004 0.0410 31.6 0.0165 120 0.5472 0.1758 0.9960 0.0009 0.0956 75.0 0.0159 175 0.8121 0.2154 1.6539 0.0016 0.0964 139 0.0194 250 0.3965 0.1512 1.7857 0.0018 0.0552 162 0.0136 Sweepers /Scrubbers Composite 0.5575 0.1830 0.9678 0.0009 0.0778 78.5 0.0165 Tractors /Loaders /Backhoes 25 0.0716 0.0237 0.1396 0.0002 0.0086 15.9 0.0021 50 0.3831 0.1537 0.3222 0.0004 0.0362 30.3 0.0139 120 0.3703 0.1083 0.6510 0.0006 0.0595 51.7 0.0098 175 0.5903 0.1405 1.1212 0.0011 0.0634 101 0.0127 250 0.4453 0.1598 1.7937 0.0019 0.0598 172 0.0144 500 0.9591 0.2897 3.1387 0.0039 0.1102 345 0.0261 750 1.4353 0.4409 1 4.8706 0.0058 0.1681 517 1 0.0398 Tractors /Loaders /Backhoes Composite 0.4063 0.1204 0.7746 0.0008 0.0599 66.8 0.0109 Trenchers 15 0.0517 0.0099 0.0617 0.0001 0.0034 8.5 0.0009 25 0.1360 0.0412 0.2685 0.0004 0.0159 32.9 0.0037 50 0.4556 0.2019 0.3714 0.0004 0.0438 32,9 0.0182 120 0.4963 0.1678 0.9961 0.0008 0.0837 64.9 0.0151 175 0.9026 0.2480 1.9770 0.0016 0.1068 144 0.0224 250 0.9009 0.3077 2.9500 0.0025 0.1227 223 0.0278 500 1.9131 0.3821 3.7465 0.0031 0.1515 311 0.0345 750 3.5858 1 0.7263 7.1748 0.0059 0.2867 587 0.0655 Trenchers Composite 0.5080 0.1851 1 0.8237 1 0.0007 1 0.0688 58.7 1 0.0167 Page 14 of 30 Newport Banning Ranch Off -Road Emission Factors SCAB Fleet Average Emission Factors (Diesel) Calendar Year: 2008 Air Basin South Coast 11/1312009 (Ib/hr) (Ib/hr) (Ib/hr) (Ib/hr) (Ib/hr) (lb /hr) (Ibll Equipment MaxHP c0 ROG NOX SOX PM CO2 CH4 Welders 15 0.0456 0.0135 0.0772 0.0001 0.0058 6.2 0.0012 25 0.0707 0.0281 0.1131 0.0001 0.0085 11.3 0.0025 50 0.3128 0.1344 0.2792 0.0003 0.0308 26.0 0.0121 120 0.2778 0.0891 0.5338 0.0005 0.0456 39.5 0.0080 175 0.5548 0.1456 1.1927 0.0011 0.0625 98.2 0.0131 250 0.3403 0.1192 1.3579 0.0013 0.0454 119 0.0108 500 0.5771 0.1495 1.7272 0.0016 0.0583 168 0.0135 Welders Composite 0.2309 0.0882 0.3102 0.0003 0.0288 25.6 0.0080 Source: SCAQMD CEQA Handbook and Supplemental Data, accessed on October 8, 2009, at: hftip://www.aqmd.gov/ceqa/handbook/offroad/offroad.htmi File: offroadEF07- 25.xi5 The A9 -8 tables of the 1993 Handbook provide a methodology and emission factors for calculating off -road mobile source emissions from equipment such as loaders, tractors, dozers, graders, etc. Using this methodology requires relatively detailed knowledge of the types of equipment that may be used as part of a proposed project. The CEQA practitioner may use the 1993 Handbook methodology to calculate off -road mobile source emissions. Alternatively, to simplify calculating off -road mobile source emissions the CEQA practitioner may use the composite off -road emission factors from CARB's Off -Road Model. The composite off road emission factors were derived based on the equipment category (tractor, dozer, scraper, etc.), average Fleet make -up for each year through 2020, vehicle population (number) in each equipment category by horsepower rating and load factor. Two types of composite emission factors have been developed - composite and horsepower -based composite factors. Composite emission factors have horsepower rating and load factors already built into the emission factors, so the CEQA practitioner does not necessarily need to know these Iwo parameters when calculating off -road mobile source emissions. Horsepower -based composite factors have load factor ratings built into the emission factors. The CEQA practitioner can choose the appropriate equipment by horsepower rating, if this is known, to tailor the analysis of the proposed project to more accurately estimate emissions. Daily emissions are calculated as follows. E= n x H x EF :where: E = emission in pounds per day n = number of pieces of equipment in a specified equipment category H = hours per day of equipment operation EF = the off -road mobile source emission factor by equipment category or horsepower -based equipment category in pounds per hour (Off -road Mobile Source Emission Factors Scenario Years 2007 - 2025) Page 15 of 30 Newport Banning Ranch On -Road Emission Factors 2008 11113/2009 On -Road Vehicles CO (lb /mt) ROG (Ib/mi) NOx (lb /mi) Si (lb /mt) PM10 (Ib /mi) PM2.5 (Ib/mi) CO2 (Ib /mi) Passenger Vehicle, Gas (<8500 lb) 0.010548 0.001079 0.001103 0.000011 0.000085 0.000053 1.099532 Delivery Vehicle, Gas ( >85001b) 0.021949 0.002993 0.023713 0.000026 0.000856 0.000739 2.719434 HHDD Vehicle, Diesel (33,001 to 60,000 lb) 0.013614 0.003516 0.044580 0.000041 0.002156 0.001900 4.210671 Paved Road Dust, All 0.000816 0.000138 CO (Ib/hr) ROG (Ib /hr) NOx (Ib/hr) SOx (lb/hr) PM10 (lb /hr) PM2.5 (lb /hr) CO2 (Ib /hr) HHDD Vehicle, Idling (33,001 to 60,000 It) 0.110238 0.030411 0.235250 0.000139 0.004740 0.004361 14.588362 Sources: SCAQMD CEQA Handbook and Supplemental Data, accessed on October 8, 2009, at: http://www.aqmd.gov/cega/handbook/onroad/onroad.html : Paved Road Fugitive Dust from "Improvement of Specific Emission Factors (BACM Project No. 1) Final Report," MRI, 1996; and EMFAC 2007 Model Output for 2011 HHDT Idle (0 mph) emissions at 60 F and 60% RH. Files: onroadEF07- 26.xis; on oadEFHHDT07_26.x1s Highest (Most Conservative) EMFAC2007 (version 2.3) Emission Factors for On -Road Passenger Vehicles & Delivery Trucks Projects in the SCAQMD (Scenario Years 2007- 2026) Derived from Peak Emissions Inventory (Winter, Annual, Summer) Vehicle Class: Passenger Vehicles (48500 pounds) & Delivery Trucks ( >8500 pounds) were (version 2.3) Burden Model, taking the weighted average of vehicle types and simplifying into two categories: Passenger Vehicles & Delivery Trucks. These emission factors can be used to calculate on -road mobile source emissions for the vehicle categories listed in the tables below, by use of the following equation: Emissions (pounds per day) = N x TL x EF where N = number of trips, TL = trip length (miles /day), and EF = emission factor (pounds per mile) This methodology replaces the old EMFAC emission factors in Tables A- 9-5-J-1 through A -9 -5 -L in Appendix A9 of the current SCAQMD CEQA Handbook. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors include diurnal, hot soak, running and resting emissions, and the PM10 & PM2.5 emission factors include lire and brake wear. Scenario Year: 2008 All model years in the range 1965 to 2008 Passenger Vehicles (pounds /mile) CO 0.01054844 NOx 0.00110288 ROG 0.00107919 SOx 0.00001075 PM10 0.00008505 PM2.5 0.00005293 CO2 1.09953226 CH4 0.00009465 s (pound DeliverU0.00OIS44769 CO 4915 NOx 1258 ROG 99270 SOx 02565 PM10 85607 PM2.5 73933 CO2 43400 CH4 14769 Highest (Most Conservative) EMFAC2007 (version 2.3) E mission Factors for On -Road Heavy -Heavy -Duty Diesel Trucks Projects in the SCAQMD (Scenario Years 2007 - 2026) Derived from Peak Emissions Inventory (Winter, Annual, Summer) Page 16 of 30 Newport Banning Ranch On -Road Emission Factors Vehicle Class: Heavy - Heavy -Duty Diesel Trucks (33,001 to 60,000 pounds) were (version 2.3) Burden Model and extracting the Heavy- Heavy -Duty Diesel Truck (HHDT)Emission Factors. These emission factors can be used to calculate on -road mobile source emissions for the vehicle /emission categories listed in the tables below, by use of the following equation: Emissions (pounds per day) = N x TL x EF where N = number of trips, TL =trip length (miles /day), and EF = emission factor (pounds per mile) The HHDT -DSL vehicle /emission category accounts for all emissions from heavy- heavy -duty diesel trucks, including start, running and idling exhaust. In addition, ROG emission factors account for diurnal, hot soak, running and resting emissions, and the PM10 & PM2.5 emission factors account for tire and brake wear. The HHDTASL, Exh vehicle /emission category includes only the exhaust portion of PM10 & PM2.5 emissions from heavy- heavy -duty diesel trucks. Scenario Year: 2008 All model years in the range 1965 to 2008 HHDT -DSL (pounds /mile) CO 0.01361368 NOx 0.04458017 ROG 0.00351579 SOx 0.00004136 PM10 0.00215635 PM2.5 0.00189990 CO2 4.21067145 CH4 0.00016269 HHDT -DSL, Exh (paundslmlle) PM10 0.00201296 PM2s 0.00185303 Includes tire wear and brake wear in PM10 and PM2.5 factors. Paved Road Fugitive Dust from 'Improvement or Specific Emission Factors (BACM Project No. 1) Final Report; MRf 1996. Paved Road Dust, IhYmi PPfi0 000081571 PM25 000013774 Used High ADT, average conditions: Page 17 of 30 11/13/2009 Newport Banning Ranch PM Speciation Profiles - Size Fractions CALIFORNIA EMISSION INVENTORY AND REPORTING SYSTEM (CEIDARS) 9/26/2002 CALIFORNIA EMISSION INVENTORY AND REPORTING SYSTEM (CEIDARS) -- Particulate Matter (PM) Speciation Profiles -- SUMMARY OF OVERALL SIZE FRACTIONS AND REFERENCE DOCUMENTATION Page 18 of 30 NEW FRACTION FRACTION PM2.5 /PM10 PM PROFILE ID PM—PROFILE—NAME FORMAT SOURCE REF < PM 10 < PM 2.5 0.991 114 STAT. I.C. ENGINE-DIST/DIESEL N I(VB 0.976 0.967 0.976 116 STAT. I.C. ENGINE-DIESEL N KVB 0.960 0.937 0.976 119 MARINE VESSELS - LIQUID FUEL N KVB 0.960 0.937 1.000 120 GASEOUS MATERIAL COMBUSTION N KVB 1.0001 1.000 1.000 121 RESIDENTIAL - NATURAL GAS N KVB 1.000 1.000 0.928 400 GASOLINE VEHICLES - CATALYST N KVB 0.970 0.900 0.920 425 DIESEL VEHICLE EXHAUST Y OMNI 1.000 0.920 0.212 470 UNPAVED ROAD DUST (1997 AND AFTER) Y CRPAQS 0.594 0.126 0.169 471 PAVED ROAD DUST (1997 AND AFTER) Y CRPAQS 0.457 0.077 Page 18 of 30 Title : IDLING HHDT Version : Emfac2007 V2.3 Nov 12006 Run Date : 2009/11/13 10:47:01 Scen Year: 2008 -- All model years in the range 1965 to 2008 selected Season : Annual Area :Orange + � +��.. +s• +•••a� «• + + +�. * * +�t +�., yes+.+ ��..+ �....... t** • *�a * *��t +�xa�es +. +�� +. +�.a...: Year:,2008„ -- Model Years „1965, to,2008, Inclusive -- ,,,Annual Emfac2007 Emission Factors: V2.3 Nov 12006 County Average,,,,, Orange,,,,,, County Average ,,,,Table 1: Running Exhaust Emissions (grams /mile; grams /idle -hour) Pollutant Name: Reactive Org Gases,,,, Temperature: 60F „Relative Humidity: 60% Speed HHD MPH DSL 0 13.794 Pollutant Name: Carbon Monoxide,,,, Temperature: 60F „Relative Humidity: 60% Speed HHD MPH DSL 0 50.003 Pollutant Name: Oxides of Nitrogen .... Temperature: 60F „Relative Humidity: 60% Speed HHD MPH DSL 0 106.707 Pollutant Name: Carbon Dioxide,,,, Temperature: 60F „Relative Humidity: 60% Speed HHD MPH DSL 0 6617.135 Pollutant Name: Sulfur Dioxide,,,, Temperature: 60F „Relative Humidity: 60% Speed HHD MPH DSL 0 0.063 Pollutant Name: PM10,,,,Temperature: 60F „Relative Humidity: 60% Speed HHD MPH DSL 0 2.15 Pollutant Name: PM2.5,,,,Temperature: 60F „Relative Humidity: 60% Speed HHD MPH DSL 0 1.978 Page 19 of 30 Newport Banning Ranch Unpaved Road Dust E = k (s /12)a(W /3)' E = size - specific emission factor (Ib/VMT) s = surface material silt content ( %) W = mean vehicle weight (tons) k, a, b = empirical constants PM10 JPIM2.5 Ibs /mi 1 0.702286 0.070229 Source: U.S. Environmental Protection Agency, AP-42, "Compilation of Air Pollutant Emission Factors - Volume I: Stationary Point and Area Sources," Chapter 13, Section 13.2.2 - Unpaved Roads, November 2006. Page 20 of 30 PM10 PM2.5 s 2 2 W 20 20 a 0.9 0.9 b 0.45 0.45 k 1.5 0.15 PM10 JPIM2.5 Ibs /mi 1 0.702286 0.070229 Source: U.S. Environmental Protection Agency, AP-42, "Compilation of Air Pollutant Emission Factors - Volume I: Stationary Point and Area Sources," Chapter 13, Section 13.2.2 - Unpaved Roads, November 2006. Page 20 of 30 Newport Banning Ranch Mobile Equipment Baseline TAC Inventory Emission Rates Onsite VOC PM10 Equipment Ibs /day Ibs /yr Ibs /day Ibs/yr City Diesel 2.69 7.95 1.47 3.87 WNOC Diesel 6.78 561.71 2.30 224.29 City Gasoline 2.52E -06 3.68E -05 6.18E -05 5.88E -05 WNOC Gasoline 0.01 102.42 0.0 8.07 Unpaved Read Dust NA NA 77.25 2,307.01 Mowing Diesel 0.64 10.12 0.38 4.57 <- Diesel PM <- Diesel PM <- Diesel PM PM10 CARB Toxits Ibs/day Ibs/day Ibsrday I Ibalday ibsiday I Ibs/day I Ibs/day Ibs/day I Ibsrdey, Ibs/day, Ibalday ibsiday Ibs/day � 7.35E -06 2.65E -05 5.88E -05 5.06E -04 2.52E -06 3.68E -05 6.18E -05 5.88E -05 4.41E -05 2.79E -05 1.47E -05 256E -02 W y WNOC Diesel 1.15E -05 4.15E -05 9.22E -05 7.93E-04 3.95E -06 5.76E -05 9.68E -05 9.22E -05 6.91E -05 4.38E -05 2.30E -05 4.02E -02 NA City Gasoline N O O O 4 Q O W U W Z 7Q < m WNOCGasoline U Q 3.04E -08 213E -07 2.13E -07 2.13E -07 3.63E +00 Unpaved Road Dust 1.16E -03 1.39E -03 1.00E -03 6.52E -02 1.88E -04 122E -02 2 3 4 5 6 7 8 9 City 7.35E -06 2.65E -05 5.88E -05 5.06E -04 2.52E -e6 3.68E -05 6.18E -05 5.88E -05 4,41E -05 2.79E -05 1.47E -05 2.56E -02 4.26E -05 10 WNOC 1.15E -05 4.17E -05 9.22E -05 8.22E -04 3.98E -06 5.78E -05 9.68E -05 9.24E -05 6.91E -05 4.40E -05 2.30E-05 4.03E -02 6.68E -05 11 12 Ibs/day Ibs/day Ibsrday I Ibalday ibsiday I Ibs/day I Ibs/day Ibs/day I Ibsrdey, Ibs/day, Ibalday ibsiday Ibs/day City Diesel 7.35E -06 2.65E -05 5.88E -05 5.06E -04 2.52E -06 3.68E -05 6.18E -05 5.88E -05 4.41E -05 2.79E -05 1.47E -05 256E -02 4.26E -05 WNOC Diesel 1.15E -05 4.15E -05 9.22E -05 7.93E-04 3.95E -06 5.76E -05 9.68E -05 9.22E -05 6.91E -05 4.38E -05 2.30E -05 4.02E -02 NA City Gasoline WNOCGasoline 2.13E -07 2.98E -05 3.04E -08 213E -07 2.13E -07 2.13E -07 3.63E +00 Unpaved Road Dust 1.16E -03 1.39E -03 1.00E -03 6.52E -02 1.88E -04 122E -02 1.00E -02 7.07E -02 1.08E -03 2.86E -03 2.32E -04 4.39E -01 M68E-035 Mowing Diesel 1.90E -06 6.85E -06 1.52E -05 1.31E -04 6.52E -07 9.51E -06 1.60E -05 1.52E -05 1.14E -05 7.23E -06 3.80E -06 6.63E -03 NA Total -> 1.18E -03 1.47E -03 1.17E -03 6.67E -02 1.95E -04 1.23E -02 1.02E -02 7.09E -02 1.21E -03 2.94E -03 2.73E -04 5.12E -01 0.178 2 3 4 5 6 7 8 9 City 7.35E -06 2.65E -05 5.88E -05 5.06E -04 2.52E -e6 3.68E -05 6.18E -05 5.88E -05 4,41E -05 2.79E -05 1.47E -05 2.56E -02 4.26E -05 10 WNOC 1.15E -05 4.17E -05 9.22E -05 8.22E -04 3.98E -06 5.78E -05 9.68E -05 9.24E -05 6.91E -05 4.40E -05 2.30E-05 4.03E -02 6.68E -05 11 12 13 14 15 16 17 18 19 20 City _ _ _ _ _ _ _ _ _ _ _ _ _ 21 WNOC - 4.04E -03 - 5.65E -01 5.77E -04 4.04E -03 - 4.04E -03 - 4.04E -03 - 3.63E +00 - 22 'Diesel chronic risk is calculated from total diesel PM10 emissions, not from its specialed exhaust TACs. Page 21 of 30 Ibs/yr I Ibslyr Ibsi Ibsi Ibsryr Ibsryr Ibaryr Ibs /yr Ibsi Ibs/yr Ibsi Ibsryr Ibsryr City Diesel- NA NA NA NA NA NA NA NA NA NA NA NA NA WNOC Diesel" NA NA NA NA NA NA NA NA NA NA NA NA NA City Gasoline WNOC Gasoline 4.04E -03 5.65E -01 5.77E -04 4.04E -03 4.04E -03 4.04E -03 3.63E +00 Unpaved Road Dust 3.46E -02 4.15E -02 3.00E -02 1.9517300 5.60E -03 3.65E -01 3.00E -01 2.11E +00 3.23E -02 8.54E -02 6.92E -03 1.31E +01 1.78E -01 Mowing Diesel- NA NA NA NA NA NA NA NA NA NA NA NA NA Total --> 0.035 0.046 0.030 2.512 0.0062 0.369 0.300 2.115 0.032 0.089 0.007 16.748 0.178 13 14 15 16 17 18 19 20 City _ _ _ _ _ _ _ _ _ _ _ _ _ 21 WNOC - 4.04E -03 - 5.65E -01 5.77E -04 4.04E -03 - 4.04E -03 - 4.04E -03 - 3.63E +00 - 22 'Diesel chronic risk is calculated from total diesel PM10 emissions, not from its specialed exhaust TACs. Page 21 of 30 Newport Banning Ranch Mobile Equipment Baseline TAC Inventory VOC - CARP Toxic, u D T S' m ry d O m m E 2 3 4 5 6 7 8 City 5.12E -03 1.98E -01 - 5.39E -02 8.21E -03 3.96E -01 3.98E -02 4.23E -03 6.99E -02 1.65E -02 9.02E -03 2.56E -03 2.BOE -02 1.56E -03 3.97E -02 - 9 WNOC 1.29E -02 4.98E -01 7.28E -06 1.36E -01 2.07E -02 9.98E-01 1.00E -01 1.07E -02 1.76E -01 4.16E -02 2.28E -02 6.44E -03 7.08E -02 3.91 1.00E -01 1.05E -04 10 11 '0iese1 chronic risk is calculated from total diesel PM10 emissions, not hom its speciated exhaust TACs- No VOC TACs from diesel equipment are analyzed separately for cancer and chronic non cancer risks, 12 Ibs/day I Ibs/day Ibslday I Ibslday I Iba/day I Ibspi I Ibs/day I Ibs/day m Ibalday Ibslday r Ibalday Ibsrday Ibalday Ibs/dey City Diesel 5.12E -03 1.98E -01 NA 5.39E -02 8.21E -03 3.96E -01 3.98E -02 4.23E -03 6.99E -02 1.65E -02 D 4 2.80E -02 1.56E -03 3.97E -02 NA WNOC Diesel K 4.98E -01 NA 1.36E -01 2.07E -02 r 1.00E -01 1.06E -02 1.76E -01 4.14E -02 2.27E -02 6.44E -03 7.06E -02 `o 9.99E -02 NA a om g' m U > m 1.30E -05 m 1.42E -04 5.78E -05 9.17E -05 1.03E -06 8.55E -05 1.96E -04 6.83E -05 2.65E -04 6.80E -06 3.17E -04 1.05E -04 Mowing Diesel 1.60E -03 6.20E -02 NA 1.69E -02 2.57E -03 1.24E -01 1.25E -02 1.32E -03 2.19E -02 5.15E -03 2.82E -03 8.01E -04 8.78E -03 4.89E -04 1.24E -02 NA Total --> 0.0196 2 3 4 5 6 7 8 City 5.12E -03 1.98E -01 - 5.39E -02 8.21E -03 3.96E -01 3.98E -02 4.23E -03 6.99E -02 1.65E -02 9.02E -03 2.56E -03 2.BOE -02 1.56E -03 3.97E -02 - 9 WNOC 1.29E -02 4.98E -01 7.28E -06 1.36E -01 2.07E -02 9.98E-01 1.00E -01 1.07E -02 1.76E -01 4.16E -02 2.28E -02 6.44E -03 7.08E -02 3.91 1.00E -01 1.05E -04 10 11 '0iese1 chronic risk is calculated from total diesel PM10 emissions, not hom its speciated exhaust TACs- No VOC TACs from diesel equipment are analyzed separately for cancer and chronic non cancer risks, 12 Ibs/day I Ibs/day Ibslday I Ibslday I Iba/day I Ibspi I Ibs/day I Ibs/day I Ibslday Ibalday Ibslday Ibs/day Ibalday Ibsrday Ibalday Ibs/dey City Diesel 5.12E -03 1.98E -01 NA 5.39E -02 8.21E -03 3.96E -01 3.98E -02 4.23E -03 6.99E -02 1.65E -02 9.02E -03 2.56E -03 2.80E -02 1.56E -03 3.97E -02 NA WNOC Diesel 1.29E -02 4.98E -01 NA 1.36E -01 2.07E -02 9.97E -W 1.00E -01 1.06E -02 1.76E -01 4.14E -02 2.27E -02 6.44E -03 7.06E -02 3.93E -03 9.99E -02 NA City Gasoline WNOCGasoline 2.97E -05 1.30E -05 7.28E -06 1.42E -04 5.78E -05 9.17E -05 1.03E -06 8.55E -05 1.69E -04 1.96E -04 6.83E -05 2.65E -04 6.80E -06 3.17E -04 1.05E -04 Mowing Diesel 1.60E -03 6.20E -02 NA 1.69E -02 2.57E -03 1.24E -01 1.25E -02 1.32E -03 2.19E -02 5.15E -03 2.82E -03 8.01E -04 8.78E -03 4.89E -04 1.24E -02 NA Total --> 0.0196 0.7585 0.0000 0.2065 0.0315 1.5178 0.1523 0.0163 0.2680 0.0632 0.0346 0.0098 0.1076 0.0060 0.1523 0.0001 2 3 4 5 6 7 8 City 5.12E -03 1.98E -01 - 5.39E -02 8.21E -03 3.96E -01 3.98E -02 4.23E -03 6.99E -02 1.65E -02 9.02E -03 2.56E -03 2.BOE -02 1.56E -03 3.97E -02 - 9 WNOC 1.29E -02 4.98E -01 7.28E -06 1.36E -01 2.07E -02 9.98E-01 1.00E -01 1.07E -02 1.76E -01 4.16E -02 2.28E -02 6.44E -03 7.08E -02 3.91 1.00E -01 1.05E -04 10 11 '0iese1 chronic risk is calculated from total diesel PM10 emissions, not hom its speciated exhaust TACs- No VOC TACs from diesel equipment are analyzed separately for cancer and chronic non cancer risks, 12 13 14 15 16 17 16 19 City _ _ _ _ _ _ _ _ _ _ _ _ _ 20 WNOC 0.56 0.25 0.14 2.70E +00 1.10E +00 1.74E +00 1.95E -02 1.62E +00 3.20E +00 3.73E +00 1.30E +00 - 5.02E +00 1.29E -01 602E +00 1.99E +00 21 Page 22 of 30 Ibs/yr I Ibs/yr Ibsxyr Ibs/yr Ibs/yr fixi I Ibatyr I Ibs/yr I Ibsxyr Ibs/yr Ibs/yr Ibslyr Ibs/yr I IbW I 16s/yr I Ibsyr City Diesel" NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA WNOC Diesel* NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA City Gasoline WNOC Gasoline 5.63E -01 2.47E -01 1.38E -01 2.70E +00 1.10E +00 1.74E +00 1.95E -02 1.62E +00 3.20E +00 3.73E +00 1.30E +00 5.02E +00 1.29E -01 6.02E +00 1.99E +00 Mowing Diesel* NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Total - -> 5.63E -01 2.47E -01 1.38E -01 2.70E +00 1.10E+00 174E+00 1.95E -02 1.62E +00 3.20E +00 3.73E +00 1.30E +00 5.02E+00 1.29E -01 6.02E +00 1.99E +00 13 14 15 16 17 16 19 City _ _ _ _ _ _ _ _ _ _ _ _ _ 20 WNOC 0.56 0.25 0.14 2.70E +00 1.10E +00 1.74E +00 1.95E -02 1.62E +00 3.20E +00 3.73E +00 1.30E +00 - 5.02E +00 1.29E -01 602E +00 1.99E +00 21 Page 22 of 30 Newport Banning Ranch Baseline HARP Model Inputs MOW1 MOW2 MOW3 MOW4 MOW5 NBOPS WNOCEAST WNOCFEST WNOC_FNW WNOC_NW 0.0022 0.000000011 0.000000090 0.0000000038 0.00000943 0.00036488 0.00009930 0.00073017 0.00003902 s 0.00000077 0.00000004 0.00000006 0.00000009 0.00000009 0.00000006 0.0176 1.79E -06 0.000000088 0.00000070 0.000000030 0.00007418 0.00287093 0.00078128 0.00574498 0.00030704 WWI 0.00000606 0.00000032 0.00000044 0.00000974 0.00000070 0.00000051 0.0038 �_ 0.000000019 0.00000015 0.000000007 0.00001597 0.00061813 0.00016821 0.00123694 0.00006611 170,523 0.00000130 0.00000007 0.00000009 0.00000016 0.00000015 0.00000011 0.0075 1,041,101 257 0.000000038 0.00000030 H « n c z W z J p Pounds per C E 'z" v rc a' '° 0.0164 E LL = E m 'o p ° m z z 0.00072760 x E W 0.00000564 x ^S 8' 0.00000066 `o 's o 0.02256164 m 0 W 4 Hour(1bs1hr) E 0.02131723 0.04954554 S u 0.00006324 0.00000331 a 0.00000772 o P. d U m u 0.00000077 MOW1 MOW2 MOW3 MOW4 MOW5 NBOPS WNOCEAST WNOCFEST WNOC_FNW WNOC_NW 0.0022 0.000000011 0.000000090 0.0000000038 0.00000943 0.00036488 0.00009930 0.00073017 0.00003902 s 0.00000077 0.00000004 0.00000006 0.00000009 0.00000009 0.00000006 0.0176 1.79E -06 0.000000088 0.00000070 0.000000030 0.00007418 0.00287093 0.00078128 0.00574498 0.00030704 WWI 0.00000606 0.00000032 0.00000044 0.00000974 0.00000070 0.00000051 0.0038 MOW3 0.000000019 0.00000015 0.000000007 0.00001597 0.00061813 0.00016821 0.00123694 0.00006611 170,523 0.00000130 0.00000007 0.00000009 0.00000016 0.00000015 0.00000011 0.0075 1,041,101 257 0.000000038 0.00000030 0.000000013 0.00003160 0.00122292 0.00033280 0.00244717 0.00013079 O E 0.00000258 0.00000014 0.00000019 0.00000032 0.00000030 0.00000022 0.0164 0.000000082 0.00000066 0.000000028 0.00006909 0.00267369 0.00072760 0.00535030 0.00028595 0.00000564 0.00000030 0.00000041 0.00000069 0.00000066 0.00000048 0.1838 0.02256164 000000092 0.00000735 0.00000032 0.00063951 0.0247490 0.02131723 0.04954554 0.00320405 0.00000034 0.00006324 0.00000331 0.00000460 0.00000772 0.00000735 0.00000533 0.1543 0.06640203 0.00000077 0.00000617 0.00000027 0.00086480 0.033392 0.01437941 0.06832690 0.00270272 0.00000551 0.00005509 0.00000279 0.00000387 0.00000648 0.00000619 0.00000448 0.00007763 0.00006728 0.00001257 0.02942001 0.00436772 0.00009315 0.00081765 0.00067275 0.00473515 0.00039848 0.00006722 0.00005826 0100001088 0.02547681 0.00378231 0.00008067 0.00070806 0.00058258 0.00410049 0.00034507 0.1336 0.05750208 0.00000067 0.00000535 0.00000023 0.00074889 0.02891601 0.01245212 0.05916896 0.00234047 0.0000048 0.00004770 0.00000242 0.00000335 0.00000561 0.00000536 0.00000388 MOW1 MOW2 MOW3 MOW4 MOW5 NBOPS WNOCEAST WNOCFEST WNOC_FNW WNOC_NW 0.2149 ID Area (m') Unit Emissions NBOPS 15,317 s WNOCEAST 557,941 54% 1.79E -06 1.00E +00 Z 557,941 1.6912 1.79E -06 > 483,160 46% 2.07E -06 8 hr./day NWOC NW 483,160 46% 2.07E -06 WWI 23,272 5% 4.30E -05 MOW2 183,102 37% 0.3641 MOW3 39,423 8% 2.54E -05 MOW4 77,996 16% 1.28E -05 MOW5 170,523 ° 5.86E -06 = L 1,041,101 257 9- Q' r d° 494,316 122 w C N Pounds per i >; O E z "' 0 a' y 1.5750 ° d `o 0 a. o U' z year (Ibs/yr) 'P E m ¢ a n° °c 65.88 m O MOW1 MOW2 MOW3 MOW4 MOW5 NBOPS WNOCEAST WNOCFEST WNOC_FNW WNOC_NW 0.2149 ID Area (m') Unit Emissions NBOPS 15,317 6.53E -05 Input Adjustment WNOCEAST 557,941 54% 1.79E -06 1.00E +00 WNOCFEST 557,941 1.6912 1.79E -06 WNOC_FNW 483,160 46% 2.07E -06 8 hr./day NWOC NW 483,160 46% 2.07E -06 WWI 23,272 5% 4.30E -05 MOW2 183,102 37% 0.3641 MOW3 39,423 8% 2.54E -05 MOW4 77,996 16% 1.28E -05 MOW5 170,523 34% 5.86E -06 m2 acres 0.7204 1,041,101 257 Mowing 494,316 122 1.5750 3.86629 65.88 42.58 0.06 0.0010 120.19831 193.8939 0.00031 0.3019 0.1323 16.8736 5.3217 1.9466 0.0161 0.3028 0.0022 0.0022 0.0022 0.0185 0.0161 0.0030 7.0287 1.0435 0.0223 0.1953 0.1607 1.1313 0.0952 0.0161 0.0139 0.0026 6.0866 0.9036 0.0193 0.1692 0.1392 0.9796 0.0824 304.08797 167.9061 0.00027 0.2614 0.1145 14.6120 4.6084 1.6857 0.0139 0.2622 0.0019 0.0019 0.0019 AERMOD Sources ID Area (m') Unit Emissions NBOPS 15,317 6.53E -05 Input Adjustment WNOCEAST 557,941 54% 1.79E -06 1.00E +00 WNOCFEST 557,941 54% 1.79E -06 WNOC_FNW 483,160 46% 2.07E -06 8 hr./day NWOC NW 483,160 46% 2.07E -06 WWI 23,272 5% 4.30E -05 MOW2 183,102 37% 5.46E -06 MOW3 39,423 8% 2.54E -05 MOW4 77,996 16% 1.28E -05 MOW5 170,523 34% 5.86E -06 m2 acres Total WNOC 1,041,101 257 Mowing 494,316 122 Page 23 of 30 Newport Banning Ranch Baseline HARP Model Inputs J Pounds per rc Hour(lbs7hr) MOW1 MOW2 MOW3 MOW4 MOWS NBOPS WNOCEAST WNOCFEST WNOC_FNW WNOC_NW C � n 0.00000007 0.00000004 c 0.00007329 s 0.00000288 L ffi 0.00000471 0.00001514 o N 0.00000779 0.00001662 0.00000053 J 0.00000018 `e � o _ > Y W a Y Y 0.00023856 e C � n 0.00000007 0.00000004 0.00000002 0.00007329 0.00012887 0.00000288 L ffi 0.00000471 0.00001514 o 0.00003032 0.00000779 0.00001662 0.00000053 0.00000033 0.00000018 � o 0.00002265 C a C Y 0.00023856 0.00006130 L i o 0.00000007 0.00000004 z E C � n 0.00000007 0.00000004 0.00000002 0.00007329 0.00012887 0.00000288 0.00007310 0.00000471 0.00001514 o 0.00003032 0.00000779 0.00001662 0.00000053 0.00000033 0.00000018 0.00057668 0.00101398 0.00002265 0.00057512 0.00003709 0.00011909 0.00023856 0.00006130 0.00013080 0.00000011 0.00000007 0.00000004 0.00012416 0.00021832 0.00000488 0.00012383 0.00000799 0.00002564 0.00005136 0.00001320 0.00002B16 0.00000023 0.00000014 0.00000008 0.00024565 0.00043192 0.00000965 0.00024498 0.00001580 0.00005073 0.00010162 0.00002611 0.00005572 0.00000049 0.00000031 0.00000016 0.00053707 0.00094432 0.00002109 0.00053561 0.00003454 0.00011090 0.00022217 0.00005709 0.00012181 0.00000552 0.00000349 0.00000184 0.00497134 0.00874108 0.00019522 0.00495788 0.00031975 0.00102658 0.00205653 0.00052844 0.00112756 0.00000463 0.00000295 0.00000154 0.00000049 0.00670725 0.01180451 0.00026384 0.00671028 0.00043140 0.00138891 0.00000702 0.00278776 0.00071868 0.00152584 0.00007245 0.00019148 0.00001553 0.00006274 0.00016581 0.00001344 0.00000401 0.00000255 0.00000134 0.00000042 0.00580827 0.01022234 0.00022848 0.00581090 0.00037358 0.00120275 0.00000608 0.00241412 0.00062235 0.00132133 C J Pounds per ¢ x w V year (lbstyr) r MOWl MOW2 MOW3 MOW4 MOWS NBOPS WNOCEAST WNOCFEST WNOC_FNW WNOC_NW a `o a o u C � C 2 r s n £ C F N R d Page 24 of 30 b; o a' R d Page 24 of 30 Page 25 of 30 WEIGHT% WEIGHT% PM10 WEIGHT% CHEMICAL NAME SPECIE CAS SAROAD of PM TOTAL of PM 10 FRACTION of PM 2.5 CARB? ARSENIC AS 7440382 12103 0.00040 0.00050 0.00001 0.0013 Y BROMINE BR 7726956 12109 0.00110 0.00180 0.00002 0.0005 Y CADMIUM CD 7440439 12110 0.00670 0.00400 0.00004 0.0069 Y CHLORINE CL 7782505 12115 0.02740 0.03440 0.00034 0.0519 Y COPPER CU 7440508 12114 0.00300 0.00250 0.00003 0.0012 Y LEAD PB 7439921 12128 0.00300 0.00420 0.00004 0.0007 Y CHROMIUM VI CR6 7440473 12112 0.00014 0.00017 0.00000 0.00000 Y MANGANESE MN 7439965 12132 0.00230 0.00400 0.00004 0.0017 Y MERCURY HG 7439976 12142 0.00260 0.00300 0.00003 0.0015 Y NICKEL NI 7440020 12136 0.00160 0.00190 0.00002 0.0004 Y SELENIUM SE 7782492 12154 0.00050 0.00100 0.00001 0.0002 Y SULFATES SO4 14808798 12403 1.82500 1.74290 0.01743 1.8638 Y VANADIUM V 7440622 12164 0.00150 0.00290 0.00003 0.0022 Y AMMONIUM ION NH4 14798039 12301 0.3297 0.3369 0.3322 N CHROMIUM CR 7440473 12112 0.001 0.0012 0 N SILICON SI 7440213 12165 0.2869 0.2488 0.1427 N ALUMINUM AL 7429905 12101 0.0312 0.0176 0 N ANTIMONY SB 7440360 12102 0.0139 0.0036 0.0151 N BARIUM BA 7440393 12107 0.0518 0.0251 0.0394 N CALCIUM CA 7440702 12111 0.0884 0.0548 0.0318 N ELEM CARBON CAE) 7440440 12116 25.7133 26.1005 26.4363 N ORGANIC CARBON C(ORG) 11102 68.7109 68.8796 69.3523 N CARBONATE ION R2CO3 12501 0.0592 0.0119 0.0963 N COBALT CO 7440484 12113 0.0006 0.0011 0.0008 N GALLIUM GA 7440553 12124 0 0.0008 0 N INDIUM IN 7440746 12131 0.0051 0.0057 0.0123 N IRON FE 7439896 12126 0.1018 0.0525 0.0132 N LANTHANUM LA 7439910 12146 0.0436 0.0181 0.0595 N MOLYBDENUM MO 7439987 12134 0 0.0006 0 N NITRATES NO3 14797558 12306 0.0357 0.0291 0.0278 N PALLADIUM PD 7440053 12151 0.0003 0.0016 0.003 N PHOSPHOROUS P 7723140 12152 0.0123 0.0127 0.0056 N POTASSIUM K 7440097 12180 0.0259 0.0154 0.0034 N RUBIDIUM RB 7440177 12176 0.0008 0.0007 0.0005 N SILVER AG 7440224 12166 0.0015 0.0028 0.0073 N SODIUM NA 7440235 12184 0.0298 0.0224 0.0343 N STRONTIUM SR 7440246 12168 0.0014 0.0014 0.0005 N SULFUR S 7704349 12169 1.2727 1.3269 1.2517 N TIN SN 7440315 12160 0.0049 0.008 0.011 N TITANIUM TI 7440326 12161 0.0107 0.0054 0.0028 N YTTRIUM Y 7440655 12183 0.0003 0.0012 0.0006 N ZINC ZN 7440666 12167 0.04 0.0438 0.0278 N ZIRCONIUM ZR 7440677 12185 0.0011 0.0008 0.0025 N UNKNOWN UNK 12000 3.0764 2.71 2.0217 N ---------- 100.0013 ---------- 100.0012 ---------- 100.0009 Page 25 of 30 WEIGHT% WEIGHT% PM10 WEIGHT% CHEMICAL NAME SPECIE CAS SAROAD of PM TOTAL of PM 10 FRACTION of PM 2.5 CARB? BROMINE BR 7726956 12109 0.05 0.05 0.00050 0.05 Y CHLORINE CL 7782505 12115 7 7 0.07000 7 Y COPPER CU 7440508 12114 0.05 0.05 0.00050 0.05 Y MANGANESE MN 7439965 12132 0.05 0.05 0.00050 0.05 Y NICKEL NI 7440020 12136 0.05 0.05 0.00050 0.05 Y SULFATES SO4 14808798 12403 45 45 0.45000 45 Y CHROMIUM VI CR6 7440473 12112 0.007 0.007 0.00007 0.007 Y CHROMIUM CR 7440473 12112 0.05 0.05 0.05 N CALCIUM CA 7440702 12111 0.55 0.55 0.55 N COBALT CO 7440484 12113 0.05 0.05 0.05 N ELEM CARBON C(E) 7440440 12116 20 20 20 N IRON FE 7439896 12126 0.05 0.05 0.05 N NITRATES NO3 14797558 12306 0.55 0.55 0.55 N POTASSIUM K 7440097 12180 0.55 0.55 0.55 N ZINC ZN 7440666 12167 0.05 0.05 0.05 N OTHER OTHER 99999 12999 25.95 25.95 25.95 N 100 100 100 Page 26 of 30 CHEMICAL NAME SPECIE CAS SAROAD WEIGHT% of PM TOTAL WEIGHT% of PM 10 PM10 FRACTION WEIGHT% of PM 2.5 CARB? ARSENIC AS 7440382 12103 0.0015 0.0015 0.00002 0.0015 Y BROMINE BR 7726956 12109 0.0018 0.0018 0.00002 0.0018 Y CADMIUM CD 7440439 12110 0.0013 0.0013 0.00001 0.0013 Y CHLORINE CL 7782505 12115 0.0844 0.0844 0.000844 0.0844 Y CHROMIUM VI CR6 0.00024 0.00024 0.0000024 0.00024 Y COPPER CU 7440508 12114 0.0158 0.0158 0.000158 0.0158 Y LEAD PB 7439921 12128 0.013 0.013 0.00013 0.013 Y MANGANESE MN 7439965 12132 0.0915 0.0915 0.000915 0.0915 Y MERCURY HG 7439976 12142 0.0014 0.0014 0.000014 0.0014 Y NICKEL NI 7440020 12136 0.0037 0.0037 0.000037 0.0037 Y SELENIUM SE 7782492 12154 0.0003 0.0003 0.000003 0.0003 Y VANADIUM V 7440622 12164 0.0077 0.0077 0.000077 0.0077 Y SULFATES 504 14808798 12403 0.5685 0.5685 0.005685 0.5685 Y ALUMINUM AL 7429905 12101 9.9408 9.9408 0.09941 9.9408 N AMMONIUM ION NH4 14798039 12301 0.1033 0.1033 0.00103 0.1033 N ANTIMONY SB 7440360 12102 0.0081 0.0081 0.00008 0.0081 N BARIUM BA 7440393 12107 0.0697 0.0697 0.00070 0.0697 N CALCIUM CA 7440702 12111 5.633 5.633 0.05633 5.633 N ELEM CARBON C(E) 7440440 12116 0.1164 0.1164 0.001164 0.1164 N ORGANIC CARBON C(ORG) 11102 3.3684 3.3684 0.033684 3.3684 N CARBONATE ION R2CO3 12501 0 N CHROMIUM CR 7440473 12112 0.0017 0.0017 0.000017 0.0017 N COBALT CO 7440484 12113 0.0005 0.0005 0.000005 0.0005 N GALLIUM GA 7440553 12124 0.0005 0.0005 0.000005 0.0005 N GOLD AU 7440575 12143 0.0011 0.0011 0.000011 0.0011 N INDIUM IN 7440746 12131 0 0 0 O N IRON FE 7439896 12126 5.2316 5.2316 0.052316 5.2316 N LANTHANUM LA 7439910 12146 0.0812 0.0812 0.000812 0.0812 N MAGNESIUM MG 7439954 12140 0.7556 0.7556 0.007556 0.7556 N MOLYBDENUM MO 7439987 12134 0.001 0.001 0.00001 0.001 N NITRATES NO3 14797558 12306 0.752 0.752 0.00752 0.752 N PALLADIUM PD 7440053 12151 0.0007 0.0007 0.000007 0.0007 N PHOSPHOROUS P 7723140 12152 0.1096 0.1096 0.001096 0.1096 N POTASSIUM K 7440097 12180 2.7222 2.7222 0.027222 2.7222 N RUBIDIUM RB 7440177 12176 0.0141 0.0141 0.000141 0.0141 N SILICON SI 7440213 12165 32.4839 32.4839 0.324839 32.4839 N SILVER AG 7440224 12166 0 0 0 O N SODIUM NA 7440235 12184 0.2687 0.2687 0.002687 0.2687 N STRONTIUM SR 7440246 12168 0.0423 0.0423 0.000423 0.0423 N SULFUR S 7704349 12169 0.2928 0.2928 0.002928 0.2928 N THALLIUM TL 7440280 12173 0.004 0.004 0.00004 0.004 N TIN SN 7440315 12160 0.0076 0.0076 0.000076 0.0076 N TITANIUM TI 7440326 12161 0.4289 0.4289 0.004289 0.4289 N URANIUM U 7440611 12179 0.0022 0.0022 0.000022 0.0022 N YTTRIUM Y 7440655 12183 0.0031 0.0031 0.000031 0.0031 N ZINC ZN 7440666 12167 0.0374 0.0374 0.000374 0.0374 N ZIRCONIUM ZR 7440677 12185 0.0117 0.0117 0.000117 0.0117 N UNKNOWN UNK 12000 37.2875 37.2875 0.372875 37.2875 N POTASSIUM +(SOL) K -A 0.1288 0.1288 0.001288 0.1288 N CHLORIDE ION CL- 16887006 12203 0.118 0.118 0.00118 0.118 N PHOSPHATE PO4 14265442 0.0157 0.0157 0.000157 0.0157 N CHROMEVI to CHROMIUM 1/7 Page 27 of 30 1,3- butadiene acetaldehyde acrolein benzene ethylbenzene formaldehyde styrene toluene propional 1 -(1,1 -din 1,2,3,4 -te 1,2,3,5 -te 1,2,3 -trim 1,2,4,5 -te 1,2,44 nm 1,2,44rim 1,2 -butad 1,2 dimet 1,2 -dimht 1,2 -propa 1,3,5 -trim 1,3,5 -trim 1,3- diethl 1,3 -dimht 1,3 -dimht 1,3- diprol 1,4- diethl 1,4 -dimet 1- butane 1- hexane 1- mathyl- 1-methyl- 1-methyl- 1-mathyl- 1-methyl- 1-methyl- 1-methyl- 1-mathyl- 1-mathyl- 1- pentene 43218 0.0055 106990 Y 1,3- butadiene 43503 0.00241 75070 Y acetaldehyde 43505 0.00135 107028 Y benzene 45201 0.02636 71432 y ethylbenzene 45203 0.01072 100414 Y formaldehyde 43502 0.01698998 50000 y methyl ethyl 2- butanone 43552 0.00019 78933 y m- xylene 43378 0.01941 1634044 Y n- hexane 45205 0.03639998 108383 y o- xylene 43231 0.01584 110543 Y propylene 45204 0.01264998 95476 Y p- xylene 43205 0.03127998 115071 Y styrene 45220 0.00126 100425 Y toluene 45202 0.05879998 108883 Y methyl n -buh 43504 0.00039 123386 N propionaldeh 45256 0.0001 98191 N (1- methylprol 91109 0.00019 488233 N (2- methylprol 91104 0.00029 527537 N 1,2,3- trimelhl 45225 0.00174 526738 N 1,2,4- tnmelh, 91103 0.00019 95932 N 1,2- diethylbe 45208 0.00985 95636 N 1,2- propadie, 43400 0.00126 2815589 N 1,3,5- trlmelhl 43221 0.0001 590192 N 1- butane 45254 0.0001 933982 N 1- methyl -2 -el 45252 0.00106 934805 N 1- methyl -3-el 43208 0.00145 463490 N 1- pentene 45207 0.00396 108678 N 2,2,4- tnmelh, 98061 0.00068 1839630 N 2,2- dimelhylt 45113 0.00029 141935 N 2,3,4- tnmeth, 45251 0.00048 874419 N 2,3- dtmelhyl- 45257 0.00116 934747 N 2,3- dimelhylt 45237 0.0001 17171721 N 2,3- dimelhyll: 45114 0.00068 105055 N 2,4- dimethylt 45250 0.00048 1758889 N 2,4- dimelhylF 43213 0.00425 106989 N 2- methylhept 43245 0.00048 592416 N 2- methylhexe 99915 0.0028 611143 N 2- methylpent 91096 0.00048 527844 N 3,3- dimelhyl- 45243 0.0001 N 3- methylhex8 98178 0.0001 1074175 N 3- methylpent 99912 0.00811 620144 N acetone 98153 0.00029 535773 N acetylene 98152 0.00154 1074437 N alkene ketom 99914 0.00338 622968 N benzaldehyd, 92001 0.0001 6236880 N b- methylstyre 43224 0.00135 109671 N butyraldehyd 43209 0.00232 74997 N cl0 aromatic 43160 0.0001 464062 N c5 aldehyde 98174 0.00019 14720742 N c6 aldehydes 45222 0.00077 16747265 N c9 aromatics 43276 0.01719 540841 N cis- 2- bulene 43252 0.00058 N cis -2- pentene 98033 0.00319 3522949 N cyclohexane. 43291 0.00637 75832 N cyclohexanot 98138 0.00068 590738 N cyclopentane 98175 0.0001 15869871 N ethane 43279 0.00599 565753 N ethanol 98141 0.00019 1069530 N ethylene 43234 0.0001 563780 N ethylhecane 98001 0.01051998 79298 N indan 98139 0.00241 584941 N isobutane, 98183 0.0001 7146603 N isobutylene 43274 0.01438998 565593 N isomers of be 90062 0.00019 625650 N isomers of di, 98142 0.00068 2213232 N isopentane, Page 28 of 30 CARB? 43218 0.0019 106990 Y 43503 0.07353 75070 Y 45201 0.02000998 71432 Y 45203 0.00305 100414 Y 43502 0.14714 50000 Y 43552 0.01476998 78933 Y 45205 0.00611 108383 Y 43231 0.00157 110543 Y 4oeU4 u.uuuu0 u041b r 43205 0.02596998 115071 Y 45206 0.00095 106423 Y 45220 0.00058 100425 Y 45202 0.01473 108883 Y Ketone 43bOU U.UU6fly bUl /6p IN ]e 43504 0.0097 123386 N rl)benzene 45234 0.00051 135988 N ,t)benzene 45235 0.00126 538932 N Denizens 45225 0.0012 526738 N Denzene 45208 0.0053 95636 N Pane (orlho) 98154 0.00086 135013 N e 43208 0.00466 463490 N oenzene 45207 0.00194 108678 N 43213 0.00666 106989 N ylbenzene, 99915 0.00138 611143 N y1benzene, 99912 0.00247 620144 N 43224 0.00324 109671 N pentane 43276 0.00298 540841 N tans 43291 0.00061 75832 N pentane 43279 0.00015 565753 N - butane 43234 0.00028 563780 N xane 98139 0.00011 584941 N ntane 43274 0.00073 565593 N xane 43277 0.00036 589435 N Plane 43271 0.00019 108087 N is 98140 0.00057 592278 N a 43275 0.00115 591764 N ne 43229 0.00392 107835 N - butane 98169 0.0282 558372 N a 43295 0.00348 589344 N Is 43230 0.00115 96140 N 43551 0.07507 67641 N 43206 0.04254 74862 N 98078 0.01749 N 45501 0.00699 100527 N a 98020 0.00047 637503 N 43510 0.01867998 123728 N 98050 0.00079 N 43512 0.0011 N 98095 0.03799 N 98049 0.00497 N 43217 0.00094 590181 N 43227 0.0003 627203 N 43248 0.00026 110827 N 43264 0.00107 108941 N 43242 0.00012 287923 N 43202 0.00565 74840 N 43302 0.00009 64175 N 43203 0.14377 74851 N 90081 0.00061 N 96044 0.00188 496117 N 43214 0.01221998 75285 N. 43215 0.00922 115117 N jibenzene 45105 0.00127 N hylbenzene 45106 0.00135 N CHEM_NAME SAROAD ORGFRAC CAS GARB? CHEM_NAME SAROAD ORGFRAC CAS CARB? 2,4- dimethylhexane 43277 0.0027 589435 N isopropylbenzene (cumene) 98043 0.00015 98828 N 2,4- dimethyloctane 98149 0.00039 4032944 N methane 43201 0.04084 74828 N 2,4- dimethylpentane 2,5- dimethylhexane 43271 43278 0.00434 0.00338 108087 592132 N N methylcyclohexane 43261 0.00068 108872 N 2,5- dimethylomane 98176 0.00039 15869893 N methylcyclopentsne 43262 0.00149 96377 N 2,6- dimethylheptane 98157 0.00174 1072055 N naphthalene 98046 0.00085 91203 N 2,6- dimethyloctane 98177 0.0001 2051301 N n- butane 43212 0.00104 106978 N 2- methyl -l- butene 43225 0.0029 563462 N n- decane 43238 0.00529 124185 N 2- methyl -l- pentene 98040 0.00068 763291 N n- heptane 43232 0.00068 142825 N 2- methyl -2- butene 43228 0.00415 513359 N n- nonane 43235 0.0023 111842 N 2- methyl -2- pentene 98004 0.00077 625274 N n- octane 43233 0.0014 111659 N 2- methyl -2- propenal 43506 0.00087 78853 N n- pentane 43220 0.00175 109660 N 2- methylheptane 98140 0.00338 592278 N n- propylbenzene 45209 0.00122 103651 N 2- methylindan 91108 0.00019 824635 N n- undecane 43241 0.00261 1120214 N 2- methylnonane 90047 0.00087 871830 N propane 43204 0.00185 74986 N 2- methyloctane 98146 0.0001 3221612 N t- butylbenzene 45215 0.00006 98066 N 2- methylpentane 43229 0.03716998 107835 N trans -2- butane 43216 0.00195 624646 N 2- methyl- trans -3- hexane 91006 0.00039 692240 N trans- 2- penlene 43226 0.0004 646048 N 3,3- dimethyloctane 98184 0.00039 4110445 N unidentified 99999 0.13862 N 3,3- dimethylpentene 90040 0.0001 562492 N 3,4- dimethylheptane 91069 0.00039 922281 N 3,5- dimethylheptane 98144 0.00145 926829 N 3- ethylpentane 43300 0.00261 617787 N 3- methyl -l- butene 43223 0.00232 563451 N 3- methyl -l- pentene 43211 0.00106 760203 N 3- methylcis-2- hexene 90029 0.0001 10574364 N 3- methylcyclopentene 43272 0.00068 1120623 N 3- methylheptane 43298 0.00599 589811 N 3- methylhexane 43295 0.00763 589344 N 3- methyloctane 98172 0.00299 2216333 N 3- methylpentane 43230 0.02181998 96140 N 4- methyl -l- pentene 98135 0.0001 691372 N 4- methylheptane 43297 0.00154 589537 N 4- methylindan 91107 0.0001 824226 N 4- methyloctane 98173 0.00232 2216344 N 4- methyl- trans -2- pentene 43293 0.00058 674760 N 5- methylindan 91106 0.00019 874351 N acetone 43551 0.00164 67641 N acetylene 43206 0.03320998 74862 N benzaldehyde 45501 0.00164 100527 N butyraldehyde 43510 0.00019 123728 N c6 aldehydes 98095 0.00019 N cis- 1,2- dimethy1cyclohexane 91055 0.00029 2207014 N cis- 1,3- dimethylcyclohexane 98180 0.00077 638040 N cis- 1,3- dimethylcyclopentane 91018 0.00232 2532583 N cis -1 ,trans- 2,3- trimethylcyclopentane 91038 0.00058 15890401 N cis -l- methyl -3- ethylcyclopentane 90080 0.00068 2613663 N cis -2- butene 43217 0.00174 590181 N cis- 2- heptene 91028 0.0001 6443921 N cis -2- hexene 98035 0.00039 7688213 N cis- 2pentene 43227 0.00116 627203 N crotonaldehyde 98156 0.00029 4170303 N cyclohexane 43248 0.00608 110827 N cyclohexane 43273 0.00087 110838 N cyclopentane 43242 0.00357 287923 N cyclopentene 43292 0.00193 142290 N ethane 43202 0.01051998 74840 N ethanol 43302 0.00068 64175 N ethylcyclopentane 98057 0.00145 1640897 N ethylene 43203 0.06497998 74851 N indan 98044 0.00087 496117 N isobutane 43214 0.00019 75285 N isobutylene 43215 0.03341 115117 N isopentane 98132 0.06835999 78784 N isoprene 43243 0.00145 78795 N isopropylbenzene(cumene) 98043 0.0001 98828 N isovaleraldehyde 98056 0.00039 590863 N methane 43201 0.18719986 74828 N methyl alcohol 43301 0.00406 67561 N methylcyclohexane 43261 0.00608 108872 N Page 29 of 30 CHEM_NAME SAROAD ORGFRAC CAS GARB? methylcyclopentane 43262 0.02761 96377 N naphthalene 98046 0.00048 91203 N n- butane 43212 0.00782 106978 N n- decane 43238 0.00154 124185 N n- dodecane 43255 0.0001 112403 N n- heptane 43232 0.00502 142825 N n- nonane 43235 0.00174 111842 N n- octane 43233 0.00386 111659 N n- pentane 43220 0.02761 109660 N n- pentylbenzene 45255 0.0001 538681 N n- propylbenzene 45209 0.00232 103651 N n- undecane 43241 0.0001 1120214 N propane 43204 0.00058 74986 N tolualdehyde 45502 0.00222 620235 N Gans- 1,3- dimethylcycichexane 98059 0.00039 2207036 N trans -1,3- dimethylcyclopentane 91019 0.00261 1759586 N trans- 1,4- dimethylcycichexane 98181 0.00039 2207047 N trans -1 - methyl- 3- ethylcyclopentane 91044 0.00106 2613652 N Gans -2- butene 43216 0.00241 624646 N trans -2- heptene 91026 0.0001 14686136 N trans -2- hexene 98034 0.00126 4050457 N trans -2- pentene 43226 0.00212 646048 N Gans -3- heptene 98006 0.00048 14686147 N trans -3- hexene 98136 0.00048 13269528 N vinVlacetVlene 98134 0.00068 689974 N Page 30 of 30 SAROAD ORGFRAC CAS CARB? Newport Banning Ranch Summary - Future Consolidated 011fleld Criteria Pollutant, Greenhouse Gas, and Toxic Emissions at Newport Banning Ranch Criteria Pollutants WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations' WNOC Mobile Source Activities° City Mobile Source Activties° Total WNOC Oilfield Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations' WNOC Mob! le Source Activities° City Mobile Source Activities' CO ROG NOx sox PM10 Phil CO ROG All NA NA Fall (lb,/d. (Ibs /da (Ibs /da ( (Ibs /da (Ibs /da (Ibs /da (t ( (t ( (t 2.74E -06 2.74E -06 t ) 132 15.45 4.38 14.58 0.38 0.35 0.24 2.82 0.80 0.06 0.33 20.16 1.32 0.01 005 0.05 0.06 3.69 0.24 iss M2.66O�07 0009 NA 0.07 NA NA NA NA NA 0.01 NA NA 24.86 4.50 30.76 0.10 16.86 2JO 1.32 0.23 1.40 6.00E -05 1.12E-011 0.07 12.79 1.19 11 J3 0.06 0.01 0.03 0.00 39.3 41.4 48.2 14.7 1].8 3.5 1.93 3.93 l.fi] 0.01 0.29 0.08 freenFnn ce fame 002 CH4 CO2e (metric tons/ r (metric tons/ r (metric tons/ r NA NA NA NA NA NA NA NA NA 475.50 0.0139 4]5.]9 9.16 0.0001 9.17 Time 484.66 0.0140 484.96 Toxic Air Contaminants ROG ROG PM10 PM10 Ibs /hr Ibs/ Ibh Ibs/ r 5.17 7,850 2.23 590 WNOC OilFleld Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations' Ol Rield Mobile Source Activities' 9.91E -01 a e 2.24E -02 - 8.22E -OS - - - - ° v 1.80E - O1 1.17E -01 1.64E -04 2.74E -06 2.74E -06 pounds per day (Ibs /days - - - 4.27E -04 iss G 1.06E -01 7.77E -01 2.39E -04 3.03E -04 2.56E -04 1.35E-021 3.91 2.48E -03 2.07E-031 1.42E-02 2.57E -04 5.98E -04 6.00E -05 1.12E-011 1.23E -03 c a "' w v 2 m W° z 1, cQ E a m ci � � U F WNOC OilFleld Stationary Operations' City Oilfield Stationary Operations' Armstrong Stationary Operations' Ol Rield Mobile Source Activities' 9.91E -01 7.84E -02 2.24E -02 - 8.22E -OS - - - - 1.80E - O1 1.17E -01 1.64E -04 2.74E -06 2.74E -06 - - - 4.27E -04 1.06E -01 7.77E -01 2.39E -04 3.03E -04 2.56E -04 1.35E-021 3.91 2.48E -03 2.07E-031 1.42E-02 2.57E -04 5.98E -04 6.00E -05 1.12E-011 1.23E -03 Total I.I7Ea00 3.01E-01 7.99E -01 2.74E -M 8.49E -05 2.39E -M 3.03E -04 2.56E -04 1.35E -02 3.91 2.48E -03 2.07E -03 1.42E -02 2.57E -M 5.98E -04 6.00E -05 1.12E -01 1.23E -03 a P ° Ibs /day (continued) E-S WNOC Oilfield Stationary Operations' CI[y OIIFleItl Stationary Operations' Armstrong Stationary Operatlons' 011field Mobile Source Activities° 1.00E -02 388E -01 4.48E -06 1.61E -02 7.79E -02 834E -03 1.37E -01 3.24E -02 1.77E -02 501E -03 3.06E -03 779E -02 6.44E -05 Total 1.00E -02 3.88E -01 0.08E -06 1.61E -02 7.79E -02 8.34E -03 1.37E -01 3.24E -02 1.77E -02 5.01E -03 3.06E -03 7.79E -02 6.44E -05 Page 1 of 10 Newport Banning Ranch Summary - Future Consolidated 011fleld Criteria Pollutant, Greenhouse Gas, and Toxic Emissions at Newport Banning Ranch Toxic Air Contaminants (continued) 361.80 28.630 8.19 0030 Id x 0 65.85 42.58 0.06 00010 0,001 F - - 5 r 0.156 pounds per year (Ibs /yr( .T n Ar N 84.561 1 1,66 m 0.00641 0.01211 00055 1 0.991 00017 1 DA72 G W $ Q 0.0201 00013 6.38 0.033 O s W w y W O Q 0 LLO L QQ O Q 0 4T (i cI J Q WNOC oilfield Stationary 0perationss City Oilfeld Stationary Operations' Armstrong Stationary Operations' Oilfield Mobile Source Activities"'' WN Total 84.56 427.68 73.03 9.32 0.0010 0.031 0.0064 0.0121 0.0055 0.98 0.0017 0.073 0.055 0.40 0.0080 0.020 0.0013 6.38 0.033 Emissions from 2008 Annual Emissions Report to SCAC MD for West Newport Oil Company (FAC ID = 42775 ° Emissions from 2008 Annual Emissions Report to SCAQMD for Newport Reach City Utilities Department (FAC ID = 35189 ' Emissions from July 2006 -July 2007 Annual Emissions Report to SCAQMD for Armstrong Petr Corp (FAC ID =17170 ° Emissions calculated from equipment and operation information obtained from WNOC and the City of Newport Read s Annual Emissions assume toxics from diesel exhaust are considered in the diesel PM cancer and chronic non- cancer health risk exposure 0.91 metric tons/short tons Page 2 of 10 361.80 28.630 8.19 0030 65.85 42.58 0.06 00010 0,001 - - - - 0.156 84.561 1 1,66 1 1.O7 0.00641 0.01211 00055 1 0.991 00017 1 DA72 1 0.0551 0.401 0.0060 0.0201 00013 6.38 0.033 Total 84.56 427.68 73.03 9.32 0.0010 0.031 0.0064 0.0121 0.0055 0.98 0.0017 0.073 0.055 0.40 0.0080 0.020 0.0013 6.38 0.033 Emissions from 2008 Annual Emissions Report to SCAC MD for West Newport Oil Company (FAC ID = 42775 ° Emissions from 2008 Annual Emissions Report to SCAQMD for Newport Reach City Utilities Department (FAC ID = 35189 ' Emissions from July 2006 -July 2007 Annual Emissions Report to SCAQMD for Armstrong Petr Corp (FAC ID =17170 ° Emissions calculated from equipment and operation information obtained from WNOC and the City of Newport Read s Annual Emissions assume toxics from diesel exhaust are considered in the diesel PM cancer and chronic non- cancer health risk exposure 0.91 metric tons/short tons Page 2 of 10 Newport Banning Ranch Future Consolidated 011fIeld Criteria Pollutant III enlo -points Equip menl Future Maintenance Activity WNOC City Activit New Drilling 3 0 3 Abandonments 1 0 1 Well woikcvers 81 13 94 Oilfield Operations Equipment Activit IE ui meat Days Per Activity Fuel Load Factor' Partial Day Factor HPe Peak Hoard day Miles per trip Peak Trips) day COOT) or)blm) ROG (IWhr)or (Ihlm) NOX (IWhr)or Olean) GOX (IWhr)or Olean) PM10 (IWhr)or (Ihlm) PM2.5 (IWhr)or liens) CO2(IWhr) or(Ib]mi) CH4 (Iblhr)or IWmi WNOC General USe EOi enl l backhoe 48 Diesel 0.47 100 79 8 0.34800 0.05767 0.38704 D.W061 0.02934 0.02699 51.72002 000520 l vacuum duckadstte navel exhaurg 48 Diesel 1.00 100 410 NA 30 1 000767 0.00179 0.02123 000004 0,W105 0.00088 420902 1 vacuum Wck odette pavecl raatl dust 40 Dust 100 100 410 NA 30 1 0.00082 0-00014 1 vacuum (ruck ton site unpaved road dust 48 Oust 0.41 100 410 NA 1 1 0.70229 0.07023 l vacuum Inck(on site idle estouso 48 Diesel 0.41 100 410 0 009833 002165 0.25922 000014 0.W215 OW198 1458036 WNOCWorker Daily Site ins ectbn 365 as 1. 1 0.00614 0.8066 0.8060 D.WO01 0.WOM D. Wood 110193 Qg, General Use Erwp a r` hml r l repair welid 60 Diesel 1 0751 100 120 24 0.46760 0.03755 0.3735B 0W090 0.01605 0.01477 77.12177 0.00339 l vacuum rick (ankle travel exhaust 60 Diesel 1.00 100 400 NA 30 1 0W767 000179 0.02123 0.OWN 0.001 D5 D.000BB 420902 I vacuum truckadsite paved raatl dust 60 Oust 1.00 100 400 NA 30 1 0,00002 0 ,W014 1 vacuum truck (an Idle exhaust 60 Diesel 0.41 100 400 8 0.09833 0.02165 0.25922 0.00014 0 W215 000198 14,58836 tla slweek 114 ton Chevy truck LDTI 6 Gas 1.00 100 NA NA 30 1 D.W614 0M066 0.8060 DAWOI O.WOD9 D.W006 110193 114 ton Chev truck LDT1 Dust 6 Dust 1.00 100 NA NA 30 1 0.00082 000014 1 ton Ch., kuck LDTI 1 Gas 1.00 100 NA NA 30 1 0.00614 0.00066 0.00060 D.000D1 0.00009 0.00006 1.10193 1 ton Chew truck LDTI Dust 1 Oust 1.00 100 NA NA 30 1 0.00082 OW014 2 ton truck LDT2 1 Gas Iw 100 NA NA 30 1 000614 009066 0DOW 0.W001 0,8009 O.W006 110193 2 tan truck LDT2 -Dust 1 Oust 0.00082 0.00014 Orllling (prep2, ddl &B, complete -5 days) Days Per Activity Well atl re I smell drill rl 0.5 Diesel 0.75 0.5 210 24 0.34250 D.06807 D.48998 0.00212 0.01438 0.01323 188.1019 0.00614 l cement truck (rest. travel exhaust 0.5 Diesel 1.00 0.5 500 NA 30 1 0 W76 0.W179 0.02123 0W004 0.W105 0 ,W088 420902 l cement truck (orals aved raatl dual D.5 Dust 1.00 0.5 SW NA 30 1 O.W082 D.WO14 1 cement [ruck [on site caused! road dust 0.5 Dust 056 0.5 500 NA 1 1 070229 0.07023 l Cement truck on site Idle exhaust 0.5 Diesel 0.56 0.5 80 8 D.09833 0.02165 025922 D.WO14 0.W215 O.W198 1458036 l backhoe 025 Diesel 0.47 0.25 79 B 0.3488 0.05767 0.38704 D.W061 0.02934 0.02699 517282 O.W520 Ihdralift 0.5 Diesel 0-06629 0.73927 1.18121 O.W177 0U263 0.03922 180.1013 001257 Driilin I drill ri and associated ¢ ui meat 7 Diesel 0.75 100 320 24 0.551 D5 0.11175 076918 0 W30 0.02356 D.02168 3113086 001008 1 backhoe 4 Diesel 0.47 100 79 B 0.34800 0.05767 0.38704 0.W061 0.02934 0.02699 517282 000520 l forklift 3 Diesel 0.33156 0U861 034416 D.W063 0.01886 0.01735 56.05437 000439 Complete l small drill 2 Diesel a75 1.00 210 24 0.34250 0.06807 0.48998 0.W212 0.01438 0.01323 188.1019 000614 l vacuum lrucko8slte travel exhaust 1 Diesel 1.00 1.00 NA NA 30 1 D.W767 O.WT79 0.02123 D.W004 0.WI05 D.000BB 420902 I vacuum lockolfstte paved road dust 1 Dust 1.00 100 NA NA 30 1 D.WO82 D.WO14 1 vacuum Iruck an site unpaved road dust 1 Dust 0.41 100 410 NA 1 1 0.70229 0.07023 1 vacuum truck (on idle exhaust 1 Diesel 0,41 100 410 8 0.09833 0.02165 025922 0.00014 0.W215 0.00190 14.58836 l waldn machine l Diesel 0.45 100 50 8 0.25642 0.08005 0.23456 0.00034 0.01998 0.01838 25.95805 0.00722 lhtlmlifi 0.5 Diesel 0.46629 0.13927 1.18121 O.W177 0.04263 0.03922 180.1013 0.01257 Workers and Crew I crew truck (15-20 rountlMS 10-12 markers 2 Diesel 1.00 100 NA NA 1 20 0.00767 0.00179 0.02123 0.00004 0.8106 0.W088 420902 1 crew truck Dust 2 Dusl 1.00 100 NA NA 1 20 0.70229 0.07023 10-12 workers 15 Gas 1.00 100 NA NA 30 12 0.00614 0.00066 0.00060 0.00001 0.0089 0.0086 1.10193 1612 workers - Dust 15 I Dusl 0.00082 0.00014 Page 3 of 10 Newport Banning Ranch Future Consolidated 011fIeld Criteria Pollutant III a po -Moi Equip on Future Maintenance Activity WNOC City Activit New Drilling 3 0 3 Abandonments 1 0 1 Well wotkovers 81 13 94 OOfield Operations Equipment ActivilyflEcturpreal Days Per Activity Fuel Load Factor' Partial Day Factor HP` Peak Hoursl day Miles per trip Peak Trips) day CO Olohr) or 0blmi7 ROG (IWhr)or 01clm) NOX (IWhr)or 01chmif GOX (IWhr)or 01chm) Pi gbmr) or (Ihlool PM2.5 (IWhr)or Qhlm) CO2(IWhr) or(Iblmi) CH4 0blbr)or INmi) Well Abaccono n! 2.5 days) 1 aill no 1,5 Diesel 075 100 320 24 0.55105 011175 0.76910 000306 0.02356 0.02160 3113086 001008 1 cement !ruck otklle level exhaust 1 Diesel 100 100 NA NA 30 1 0W767 000179 0.02123 000004 000105 D.00088 420902 1 cement truck offsile paved road dust 1 Dust 1.00 100 NA NA 30 1 O W082 D.00014 1 cement truck on site unpaved road dust 1 Dust 0.56 100 NA NA 1 1 0.70229 0.07023 I cement truckon -site Idle exhaust 1 Diesel 056 1.00 500 8 0.09833 0.02165 0.25922 0 W01 4 0W215 0,00198 14.58836 I vacuum truckoffiele travel exhaust 0.5 Diesel 1,00 0.5 NA NA 30 1 000167 0.00179 002123 0.00004 0001 D5 0OMBB 420902 l vacuum truck aRsitepaved road dust 0.5 Oust 1.00 0.5 NA 30 1 0W082 DWO14 1 vacuum muck (on siie un aved mad dust (15 Dust 0.41 0.5 1 NA 1 1 D.70229 0.07023 l vacuum Inner (on Idle exhaust 0.5 Dletel 0.41 0.5 410 8 0.09833 0.02165 0.25922 0 W01 4 000215 D0019B 14.5883b I crew truck (3-5 round ids 3 workers 2 Diesel 100 100 NA NA 1 5 0.0767 0M179 0.02123 0.00004 0W105 0.00080 420902 l crewmuck -Dram 2 Dust 100 100 NA NA 1 5 0.70229 0.07023 3 workers 3 Gas 100 100 NA NA 30 3 000614 000066 000060 000001 000009 000006 110193 3 workers - Dust 3 Died 1 00 100 NA NA 30 3 0 W082 0 W014 Subtotal - Well Wakovas 7.5 2da !small tldll rig 1.5 Diesel 0.75 100 210 24 0.34250 0.06807 0.48990 O.00Z12 0,01438 0,01323 188,1019 000614 l vacuum muck a0stte travel exhaust 0.5 Diesel 1 D 0.5 NA NA 30 1 0W767 OW179 0.02123 0W004 0.00105 0.00088 420902 1 vacuum Iruck o0stte caved road dust 0.5 Duel 1.00 0.5 NA NA 30 1 0 W082 DWO14 1 vacuum Iruck on site unpaved road dust 0.5 Duel 0.41 0.5 NA NA 1 1 D.70229 0.07023 l vacuum muck (no site Idle exhaust D.5 Diesel 1 0.41 0.5 410 B 1 D.09833 0.02165 1 0.25922 DWO14 000215 OW19B 1 14.58836 1 crew mck 2 4 round l' s, 3 mroors 1 Diesel 1001 100 NA I NA 1 4 0 W767 0.00179 0.02123 1 000004 0 MI D5 000088 420902 1 crew muck Dead 1 Dust 1.00 100 NA NA 1 4 0.70229 0.07023 3 workers 2 Gas 100 100 NA NA 30 3 0 W614 000066 000060 000001 0 M009 G M006 1 10193 3workers -Dust 2 Oust IN 1.00 NA NA 30 3 000082 000014 'Perd7scusavan wlih City ofNewporl Beach Equipment Details Type HP` LF' HrsiDz 1 baokhm, lrenorsnaaemueecuwe 79 0 -465 6 I cement truck (an site Idle exhaast) Jde, Diked (33,001 to w,000 lb; 500 0.56 Hri (drill rig) 1 hydi Cranes 350 0.43 24 I small drill rig emaoall Rigs 210 0,75 Round tip on- site(miles) 1 ddll ng mrPloml Rigs 320 0.75 5 I forklift Fri 175 0,30 pa, d6rmige. m4h WNOC I vacuum lruck(onsite Idle exhaust) une, oLSet(3801 W 60,om m: 410 0.41 Round trip Gavel to site (miles) 1 welding machine welders 50 0.45 30 l truck mounted dg Drulghwayimds 500 0 -47 CreN van Passengu Vehlvle. Ges(seed to) 1,00 W 52 R , Lead facto¢ from CEOA Air OUalil Hantlhaok, SCAOMD, Diamond Bar, CA 1993. Table A9 -8 0 0.92 M2 5 PM10 Ratio b- Must common horsepower In Offmatl tlatebase 0.93 42 .5 Pi Ratio Page 4 of 10 NewpoD Bannhq Ranch Future Consolidated Oilfield Criteria Pollutant Inventor - MobileE ui men] Would 0 erattans E ui ment Activit ]E ui mem CO (Ibsrda) ROG (Ibsida) NOX (Ibsrda) SOX (Ibsrda) RUDD (lbsrda) PM25 (lbsrda) CO2 (Ibslda r) CH4 I (lbslda) CO Ibs] r) ROG (Ibs r NOX (be ,) SOX Ibs] r PM10 (Ibs r) PM2.5 (Ibsr'r) CO2 (lb. /y,) CH4 (Ibs] r) WWOC General Use f u] eni 1 backhoe 2,784 0.461 3.096 0.005 0.235 0,216 413.024 0.042 133.63 22.15 140.62 023 11.26 10.36 19,863.56 2.00 I vacuum truck offsite travel nhausa 0.230 0.054 0.637 0.001 0,031 0,026 126171 1144 257 30.57 006 151 127 6.Ofi0,99 I vacuum truck(offsfte paved road dust ) 0 -024 0 -004 1,17 020 1 vacuum track do -site unpaved road dust 0 702 0070 33.71 3 37 l vacuum Wckon -site Idle exhaust 0787 0173 2074 0001 0017 0016 116707 37 76 8.31 9954 005 0.83 076 5,60193 WNOCWmker Daily Site ins ecdon 0031 0003 0003 0000 0000 0000 5510 582.79 62.97 5112 102 8.79 571 104,573.00 Subtotal -> 3831 0.697 5.810 0.007 1.017 0.333 662.311 0.042 765.12 9600 335.85 136 57.27 21.67 136,099.48 2.00 City General Use E ment- 1 repair well rig 11222 0.901 8.966 0.022 0.385 0.354 1,850.922 0081 2806 2.25 22.41 005 0.96 089 4,62].31 0.20 l vacuum truck offsAe travel exhaust 0.230 0.054 0.637 0.001 0.031 0.026 126.271 173 0.40 478 001 0.24 020 947.03 l vacuum ouckoffsite paved road dustl 0,024 0,004 0,18 0.03 I vacuum twckonsGe idle exhaust 0 9787 0.173 2074 0001 0017 09016 116.707 5,90 130 1555 001 013 012 87530 114lon CheW truck LDTI 0.184 0020 0018 0000 0003 0002 33058 5748 6.21 563 0.10 0.87 056 10,31405 114 ran Ch. truck LDT1 Dust 0.024 0.004 7.64 1.29 1 ton Chevy truck (LDTI) 0.184 0.020 0018 0.000 0.003 0.002 33.058 9.58 1.04 0.94 002 0.14 009 1319 01 1 ton Che track LDTI -Dust 0024 0004 1.27 021 Zion Wok LDT2 0.184 0020 0010 0000 0003 0002 33058 9,58 1,04 094 002 0,14 009 1719 01 2tontruck (LDT2) -Dusl 0024 0004 1.27 021 -Subtotal -> 12.792 1788 11.731 0.25 0.540 0.419 2,193.074 0.081 11232 1224 50.26 021 12.85 370 20,201.70 0.20 Drildng (prep 2, ddIFB,. complete 5days) Well pad pmp I small dnll ra 4.110 0.817 5.880 0.025 0.173 0.159 2,257.222 0.074 12.33 245 1764 008 0.52 048 6771.67 0.22 l cement tuck (offsite travel exhaustl 0230 0054 0637 0001 0031 0026 126271 0.69 0,16 1,91 000 0,09 0.08 378981 1 cement Wok offsite pved matl dust 0012 09002 0,04 0,01 I cement truck on site uwaved road dust 0351 0035 1.05 011 l cement tmck(on tile, Idle exhaust 0393 0087 1037 0001 0009 0008 58353 118 026 311 000 003 002 17106 1 backhoe 0696 0.115 0,774 0.001 0.059 0.054 103.456 0.010 209 0.35 2.32 000 0.10 016 310.37 0.03 1 hyd,oift 1965 0557 4725 0007 0.171 0.157 720405 0.050 5.60 1.67 14.17 002 051 047 2,161.22 0.15 Subtotal -> Z295 7619 13.52 0,035 0.805 0,447 3,265708 0.134 21.88 4.89 39.16 0.71 1.42 1.32 9,797.12 0.40 Dulling l art to and associatede ui ment 13225 2682 18.460 0073 0566 0520 7471.407 0.242 27773 5632 38166 154 11.80 1093 156,899.54 508 Ibackhoe 2784 0461 3.096 0.005 0235 0216 413824 0042 33.41 5.54 3] 16 0.06 2.82 259 4,965%9 0.50 l forklift 2652 0389 2.753 0005 0151 0139 448.435 0.035 2387 350 2478 005 136 125 4,035,91 032 Subtotal -> 18.662 3.532 24.310 0,083 0.951 0.875 8,333.666 0.319 33501 6576 449.66 1,64 16.05 14.71 165,901.34 590 Complete I small ddlln to 8220 19634 11,759 0051 09345 09317 4,514.445 0.147 49.32 9,80 70,56 0.30 2,07 1.90 27,086,67 0.80 I vacuum truck offsite travel exhaust 0230 0054 0637 0001 0031 0026 126.271 069 0.16 1.91 000 0.09 008. 378.81 1 vacuum truck offsoe pal,ed road dust 0024 0004 007 001 1 vacuum truck (on slte unpaved road dust 0.702 0.070 2.11 021 l vacuum Vuckorvsile idle exhaust 0.787 0.173 2.074 0.001 0.017 0.016 116.707 2.36 0.52 6.22 000 0.05 005 350.12 l welding machine 2051 0640 1.876 0.003 0.160 0.147 207.664 0.058 6.15 1.92 563 001 0.40 0.44 622.99 0.17 1 h dralift 1865 0.557 4.725 0007 0.171 0.157 720.405 0.D50 560 1.67 14.17 002 0.51 0.47 2,16122 0.15 Subtotal 13.153 3058 21.0]1 0063 1451 0738 569549P 0.155 6472 14.07 98.49 034 539 317 30,599.81 1.21 Workers and Crew l crewtmck 15u20 mood Dips 1012 workers 0.153 0.036 0.425 0.001 0.021 0.010 84.180 0.92 0.21 2.55 000 0.13 011 505.00 l crew VUCkDUSi 1 14.046 1.405 1 i 8421 843 10 -12 workers 2211 0.239 0.217 1 0.004 1 0.033 1 0.022 1 396.b94 1 1.50 097 I 17,851.24 10- 12.kem Dust I I I I 0294 I 0.050 I 1 1321 223 Page 5 of 10 Newport Banninct Ranch Future Consolidated Oilfield Criteria Pollutant tremor - MobileEquipment A OilOetd 0 eratton5 Equipment Activit IE ui meat CO (lb9da ) ROG I (Ibaal ) NOX (lbslda ) SOX I (lbslda) PM10 (lbslda) PM2.5 (lbslda) CO2 (Ibslda) CH4 (Ibslda) CO Ibsl r) ROG (li r) NOX (I r) SOX Ibsl r) PM10 (Ib r PM2.5 (Ihsl r) CO2 (I r) CH4 (Ibsl r) Subtotal -> 2.364 0,275 0.647 0005 74.394 7,493 490,875 10047 70.96 1236 018 0..77 11.74 78,356.32 WellA ndcrrmenl 1-25days) I drill rig 13.225 1 2682 18460 0073 0566 0520 7,471,407 0.242 19.84 4.02 2769 Oil 0.85 078 11,207.11 036 1 cement truck offstm travel exhaust 0.230 0.054 0.637 0.001 0.031 0.026 126.271 023 0.05 064 0.00 0.03 003 126.27 1 cement truck of sile paved road dust 0.024 0.004 0.02 000 1 cement truck ontlte unpaved road dust 0.702 0.070 070 0.03 l cement truck (an Idle exhaust 0.787 0.173 2.074 0.001 0.017 0,016 116.707 079 017 2.07 000 0,02 0.02 116,71 l vacuum truckoHske travel exhaust 0230 0054 0637 0001 0031 0026 126.271 023 005 064 000 CD3 003 126.27 I vacuum truckolske paved road dust 0012 0002 0.01 000 1 vacuum truck on -site ra ved mad dust 0.351 0.035 035 004 l vacuum truck onsite idle exhaust 0.393 0.087 1.037 0.001 O.OW 0.008 58.353 009 104 000 0.01 001 58.35 l crew Wck3 -5 muntl Gls 3 workers 0838 0.009 0.106 00017 0.005 0.004 21.045 0,02 021 000 0,01 001 4209 , l crew track - Oust 3.511 0351 7,02 070 3workers 0.553 aam 0054 0001 0000 0005 99.174 C.1B 016 000 0.02 002 297.52 3workers Dust 0073 0012 022 004 15456 3.118 13.005 0.079 5.343 1.[442 8,079.227 0242 459 32.45 011 9.31 173 11,974.32 036 Well Wwkavers 15 -2 dos l small dill rig 8.220 1.634 11.759 0.051 0.345 0.317 4,514.445 0147 P21,67 230,84 1,661,61 718 48,76 44.86 637,891.07 20,83 l vacuum truckoffsAe travel exhaust 0.230 0054 0637 0001 0031 0026 126.271 505 5999 0.12 296 249 11,89470 1 vacuum truck olsite avetl road dull 0.012 0.002 115 019 l vacuum track onslte un avetl road dust 0351 0036 3308 331 l vacuum trackonsite idle exhaust 0.393 0.087 1.037 0.001 0.009 0.008 58.353 8.16 9767 005 081 075 5,49689 l crew track 2 4 muntl iri s, 3workers 0.031 0.007 0.085 0.000 0.004 0.004 16.836 0.67 8.00 002 039 0.33 1,585.96 l crew truck - Dust 2809 0281 264,62 1 2646 3workers 0.553 0060 0,054 0,001 0,008 0,005 99.174 10413 11,25 1 1021 1 0.18 1,57 1,02 18.68430 3workers Dust 0073 0012 13.83 234 .427 1.841 13.572 0.054 3644 0.697 4,875.079 0.147 7.31721 155.97 1,837.47 754 36718 81.74 675,552.92 10.83 7.65 5.69 42.49 0.12 17.40 3.12 11,669.93 0.44 2,749.39 464DB 2,655.57 11.50 569.57 139.84 1,068,483.03 30.90 Pe4.43 5 28 4095 011 1682 297 10921.52 0.44 243119 42517 2727.52 1081 52026 126.15 997,98502 30.90 79 030 017 000 0.04 0.03 50138 86470 9343 8475 151 13.04 SA7 155,15813 !On�te 4,85 530 4212 0.12 1.46 155 11168.55 0.44 180469 370.65 2,77082 999 89.51 81.91 913.32490 30.90 7"-, 1589 155 467.D2 49.46 Peak Onaee A4.43 5.28 40.95 0.11 1682 297 10,921.52 0.44 2,43119 425.17 2,727.52 1081 52026 126.15 997,985.02 3090 GasADusite 0,03 0.00 0.00 0.00 0.07 OAO 5.51 - 58279 62.97 5712 102 879 5.71 104,573.00 Diesell¢nsne 1201 2239 1.D7 420 11.D4 29.90 O.D2 am 0.40 0.97 0.37 1.12 196763 8,94838 008 036 3396 1,814.45 3.55 358.64 37.97 2,63243 006 973 1.09 83A6 100 7674 5,502.61 887,909.41 020 30.70 Unpaved Dusodnsue WNtiG 15,45 1.47 426,92 4269 Peak OBsite Aolivity' -> 3.22 0.41 154 OD1 058 0,15 749.41 318.19 38:91 12805 068 4931 1370 70,498.01 Gasm1safte 27fi 0.30 0.27 0.00 0.04 O.D3 49587 281.91 30,46 27.63 0.49 4.25 276 58585.12 Dies@Voftsile 0.46 0.11 1.27 0.00 0.09 0.05 252.54 3628 8.45 10142 0,19 4,95 416 19,912180 Paved DusUoffsks, 0.44 0,07 40,10 677 'Peak daily activity - assumes that warkovers, drlllia, and abandonments do not overla als¢tlurinq new well drilling ihal well. adr d2kon, wellddllin0, andw¢Il eom letpn do not oveda, Total peak dell emissions - Genera godparent use for WNGG and G sites Ills neW Well drl In d WNGG SI ¢, Page 6 of 10 Newport Banning Ranch Mobile Equipment Future Consolidated OilReld TAC Inventory Emission Rates Onshe VOC PM10 Equipment Ibs /day Ibs /yr Ibs /day Ibs /yr City Diesel 1.07 3.55 0.40 1.09 WNOC Diesel 4.20 358.54 0.97 93.46 City Gasoline 6.90E -07 1.01E -05 1.69E -05 1.61E -05 WNOCGasoline 0.00 62.97 0.00 8.79 Unpaved Road Dust NA NA 15.45 426.92 <- Diesel PM <- Diesel PM PM10-CARB Tol IbsMay Ibs/day Ibs7day Ibsrday Ibs/day Ibs7rlay Ibs/day Ibs/day Ibs/day Ibsrday Ibs/day Ibs/day Ibs/day � 2.01E -06 7.24E -06 1.61E -05 1.38E -04 6.90E -07 1.01E -05 1.69E -05 1.61E -05 1.21E -05 7.65E -06 4.02E -06 7.01E -03 W N WNOC Diesel 4.83E -06 1.74E -05 3.86E -05 3.32E -04 1.66E -06 2.41E -05 4.06E -05 3.86E -05 2.90E -95 1.83E -05 9.66E -06 1.68E -02 2.80E -05 R 0 1 W O O O ¢ 6 O 2 ¢ Y W 4 2¢ WNOCGasoline 2.31E -07 3.24E -05 3.31E -08 2.31E -07 2.31E -07 2.31E -07 2.08E -04 Unpaved Road Dust 2.32E -04 2.78E -04 2.01E -04 1.30E -02 3.75E -05 2.44E -03 2 3 4 5 6 7 8 City 2.01E -06 7.24E -06 1.61E -05 1.38E -04 6.90E -07 1.01E -05 1.69E -05 1.61E -05 1.21E -05 7.65E -06 4.02E -06 701E -03 1.17E -05 9 WNOC 4.83E -06 1.75E -05 3.86E -05 3.65E -04 1.69E -06 2.44E -05 4.06E -05 3.89E -05 2.90E -05 1.86E -05 9.66E -06 1.70E -02 2.80E -05 10 11 IbsMay Ibs/day Ibs7day Ibsrday Ibs/day Ibs7rlay Ibs/day Ibs/day Ibs/day Ibsrday Ibs/day Ibs/day Ibs/day City Diesel 2.01E -06 7.24E -06 1.61E -05 1.38E -04 6.90E -07 1.01E -05 1.69E -05 1.61E -05 1.21E -05 7.65E -06 4.02E -06 7.01E -03 1.17E -05 WNOC Diesel 4.83E -06 1.74E -05 3.86E -05 3.32E -04 1.66E -06 2.41E -05 4.06E -05 3.86E -05 2.90E -95 1.83E -05 9.66E -06 1.68E -02 2.80E -05 City Gasoline WNOCGasoline 2.31E -07 3.24E -05 3.31E -08 2.31E -07 2.31E -07 2.31E -07 2.08E -04 Unpaved Road Dust 2.32E -04 2.78E -04 2.01E -04 1.30E -02 3.75E -05 2.44E -03 2.01E -03 1.41E -02 2.16E -04 5.72E -04 4.64E -05 8.78E -02 1.19E -03 Total --> 2.39E -04 3.03E.041 2.56E.041 1.35E -02 3.99E -05 2.48E -03 2.07E -03 1.42E -02 2.57E -04 5.98E -04 6.00E -05 1.12E -01 1.23E -03 2 3 4 5 6 7 8 City 2.01E -06 7.24E -06 1.61E -05 1.38E -04 6.90E -07 1.01E -05 1.69E -05 1.61E -05 1.21E -05 7.65E -06 4.02E -06 701E -03 1.17E -05 9 WNOC 4.83E -06 1.75E -05 3.86E -05 3.65E -04 1.69E -06 2.44E -05 4.06E -05 3.89E -05 2.90E -05 1.86E -05 9.66E -06 1.70E -02 2.80E -05 10 11 12 13 14 15 15 17 18 City - - - - - - - - - - - - - 19 WNOC - 4.39E -03 - 6.15E -01 6.28E -04 4.39E -03 - 4.39E -03 - 4.39E -03 - 3.95E +00 - 20 'Diesel chronic risk is calculated from total diesel PM10 emissions, not from Its spectated exhaust TACS. Page 7 of 10 Ibs7yr I Ibslyr I Ibstyr 6eyr I Ibs/yr Ibs/yr I5s7yr I Ib&yr I Ibslyr Ibs7yr I I5s7yr Ibs/yr I Ibslyr City Diesel* NA NA NA NA NA NA NA NA NA NA NA NA NA WNOC Diesel* NA NA NA NA NA NA NA NA NA NA NA NA NA City Gasoline WNOC Gasoline 4.39E -03 6.15E -01 6.28E -04 4.39E -03 4.39E -03 4.39E -03 3.95E +00 Unpaved Road Dust 6.40E -03 7.68E -03 5.55E -03 3.60E -01 1.04E -03 6.75E -02 5.55E -02 3.91E -01 5.98E -03 1.58E -02 1.28E -03 2.43E +00 3.29E -02 Total - -> 0.006 0.2 01 0.006 0.975 0.002 0.072 0.055 0.395 0.008 0.020 0.001 6.381 0.033 12 13 14 15 15 17 18 City - - - - - - - - - - - - - 19 WNOC - 4.39E -03 - 6.15E -01 6.28E -04 4.39E -03 - 4.39E -03 - 4.39E -03 - 3.95E +00 - 20 'Diesel chronic risk is calculated from total diesel PM10 emissions, not from Its spectated exhaust TACS. Page 7 of 10 Newport Banning Ranch Mobile Equipment Future Consolidated OilOeld TAC Inventory VOC - CARR Taxies 2 3 4 5 6 7 City 2.04E -03 7.90E -02 - 2.15E -02 3.28E -03 1.58E -01 1.59E -02 1.69E -03 2.79E -02 6.57E -03 3.60E -03 1.02E -03 1.12E -02 623E -04 1.58E -02 - 8 WNOC B.00E -03 3.09E -01 4.48E -06 8.42E -02 1.29E -02 6.18E -01 6.21E -02 6.65E -03 1.09E -01 2.58E -02 1.41E -02 399E -03 4.39E -02 2.44E -03 6.21E -02 6.44E -05 9 10 'Diesel chronic risk is calculated Rom total diesel PM10 emissions, not from Its spectated exhaust TACS -No VOC TACS Ram diesel equipment are analyzed separately for cancer and chronic non - cancer risks. 11 1b./day Ibs/day I Ibs/day I Ibslday Ibszday I Ibs/day, Ibs/day I Ibszday I Ibs/day I Ibalday Ibs/day Ibs/day m` I Iba/day I Ibs/day Ibs/day, City Diesel 2.04E -03 7.90E -02 NA 2.15E -02 3.28E -03 1.58E -01 1.59E -02 1.fi9E -03 2.79E -02 6.57E -03 3.60E -03 1.02E -03 1.12E -02 6.23E -04 1.58E -02 NA WNOC Diesel 7.98E -03 3.09E -01 NA 8.41E -02 1.28E -02 8.18E -01 6.21E -02 6.fi0E -03 1.09E -01 2.57E -02 1.41E -02 3.99E -03 4.37E -02 2.44E -03 6.19E -02 NA City Gasoline O WNOCGasoline C 8.00E -06 4.48E -06 8.75E -05 3.56E -05 5.64E -05 630E -07 5.26E -05 1.04E -04 1.21E -04 4.20E -05 1.63E -04 4.18E -06 1.95E -04 644E -05 m o 0.0100 0.3880 0.0000 0.1057 0.0161 0.7765 0.0779 0.0083 0.1371 0.0324 0.0177 0.0050 h 0.0031 C t i s S O k k o m v° 2 3 4 5 6 7 City 2.04E -03 7.90E -02 - 2.15E -02 3.28E -03 1.58E -01 1.59E -02 1.69E -03 2.79E -02 6.57E -03 3.60E -03 1.02E -03 1.12E -02 623E -04 1.58E -02 - 8 WNOC B.00E -03 3.09E -01 4.48E -06 8.42E -02 1.29E -02 6.18E -01 6.21E -02 6.65E -03 1.09E -01 2.58E -02 1.41E -02 399E -03 4.39E -02 2.44E -03 6.21E -02 6.44E -05 9 10 'Diesel chronic risk is calculated Rom total diesel PM10 emissions, not from Its spectated exhaust TACS -No VOC TACS Ram diesel equipment are analyzed separately for cancer and chronic non - cancer risks. 11 1b./day Ibs/day I Ibs/day I Ibslday Ibszday I Ibs/day, Ibs/day I Ibszday I Ibs/day I Ibalday Ibs/day Ibs/day Ibs/day I Iba/day I Ibs/day Ibs/day, City Diesel 2.04E -03 7.90E -02 NA 2.15E -02 3.28E -03 1.58E -01 1.59E -02 1.fi9E -03 2.79E -02 6.57E -03 3.60E -03 1.02E -03 1.12E -02 6.23E -04 1.58E -02 NA WNOC Diesel 7.98E -03 3.09E -01 NA 8.41E -02 1.28E -02 8.18E -01 6.21E -02 6.fi0E -03 1.09E -01 2.57E -02 1.41E -02 3.99E -03 4.37E -02 2.44E -03 6.19E -02 NA City Gasoline WNOCGasoline 1.82E -05 8.00E -06 4.48E -06 8.75E -05 3.56E -05 5.64E -05 630E -07 5.26E -05 1.04E -04 1.21E -04 4.20E -05 1.63E -04 4.18E -06 1.95E -04 644E -05 Total - -> 0.0100 0.3880 0.0000 0.1057 0.0161 0.7765 0.0779 0.0083 0.1371 0.0324 0.0177 0.0050 0.0551 0.0031 0.0779 0.0001 2 3 4 5 6 7 City 2.04E -03 7.90E -02 - 2.15E -02 3.28E -03 1.58E -01 1.59E -02 1.69E -03 2.79E -02 6.57E -03 3.60E -03 1.02E -03 1.12E -02 623E -04 1.58E -02 - 8 WNOC B.00E -03 3.09E -01 4.48E -06 8.42E -02 1.29E -02 6.18E -01 6.21E -02 6.65E -03 1.09E -01 2.58E -02 1.41E -02 399E -03 4.39E -02 2.44E -03 6.21E -02 6.44E -05 9 10 'Diesel chronic risk is calculated Rom total diesel PM10 emissions, not from Its spectated exhaust TACS -No VOC TACS Ram diesel equipment are analyzed separately for cancer and chronic non - cancer risks. 11 12 13 14 15 16 17 City _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18 WNOC 3.46E -01 1.52E -01 8.50E -02 1.66E +00 6.75E -01 1.07E +00 1.20E -02 9.97E -01 1.97E +00 2.29E +00 7.97E -01 - 3.09E +00 7.93E -02 3.70E +00 1.22E +00 19 Page 9 of 10 Ibs/yr I Ibs/yr Ibs/yr Ibs/yr I Ibs/yr May, Ibs/yr I Ibs/yr I Ibs/yr lbs/yr Ibs/yr I Maly, Ibs/yr Ibslyr I Ibslyr I Ibsyr City Diesel* NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA WNOC Diesel* NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA City Gasoline WNOCGasoline 3.46E -01 1.52E -01 8.50E -02 1.66E +00 6.75E -01 1.07E +00 1.20E -02 9.97E -01 1.97E +00 2.29E+00 7.97E -01 3.09 7.93E -02 3.70E +00 1.22E +00 Total - -> 0.35 0.151 0.09 1 1.66 0.68 1.07 0.01 1.00 1.97 1 2.29 0.80 3.09 0.08 3.70 1.22 12 13 14 15 16 17 City _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18 WNOC 3.46E -01 1.52E -01 8.50E -02 1.66E +00 6.75E -01 1.07E +00 1.20E -02 9.97E -01 1.97E +00 2.29E +00 7.97E -01 - 3.09E +00 7.93E -02 3.70E +00 1.22E +00 19 Page 9 of 10 Newport Banning Ranch Future Consolidated Oilrield HARP Model Inputs v 0.000000522 0.00000418 z rc a c no, c a i °a s a 0.12390 0.01896 0.06968 0.00184 0.0W239 0.000010274 R 0.000002 0.000003 0.000004 0,000004 a 0.050299 0.000200251 0.00000201 0.100000086 0.00026 3 0.02256 0.01]27 0.01978 0.10088 0.00001] 0.000000342 1.001001 0.000001 0.000002 0.000022 0.000001 0.016274 1 0.0000000811 0.00000D65 0.000000028 1 0.00131 0.005211 o 1 0.00142 0.010421 0.00029 c o _ Pounds per $ ,� p 0.0000007 a i° E 0.000028969 1 0.00002511 0.000004690 E o Em Haut (Ibs/hr) a E ¢ g u n E s p O.DO02511 - i s a WNOC NBOPS TRUCKS2 TRUCKS _F 0.104420 0.000000522 0.00000418 z rc a c no, c a i °a s a 0.104420 0.000000522 0.00000418 0.000000183 0.0008] 0.03342 0.12390 0.01896 0.06968 0.00184 0.0W239 0.000010274 0.000000484 0.000002 0.000003 0.000004 0,000004 0.000003 0.050299 0.000200251 0.00000201 0.100000086 0.00026 0.00988 0.02256 0.01]27 0.01978 0.10088 0.00001] 0.000000342 1.001001 0.000001 0.000002 0.000022 0.000001 0.016274 1 0.0000000811 0.00000D65 0.000000028 1 0.00131 0.005211 o 1 0.00142 0.010421 0.00029 1 O.ODD0061 I I O.D00000075 1 0.0000003 0.0000004 0.0000007 1 0.0000007 1 0.0000005 0.000028969 1 0.00002511 0.000004690 n a 0.010981 0.001630 0.000035 1 0.000305 O.DO02511 0.001767 0.000149 m W Z rc s a s O o ug 2 J ¢ C z ¢ s 361.80 30.22209 9.11561 3.42083 0.53213 s _ 0.00380 0.00380 d d 1.09 9 a 'o. `w 42.58000 0.06000 0 ? c o u E Pounds per $ w p O 1 0.02046 o c 1 0.144261 0.08293 u r 0 year (Ibs/yr) v E 0.00059 1 0.00059 0.00059 0.005550 n n a WNOC NBOPS TRUCKS2 TRUCKS _F 72.21 W Z rc s a s O o ug 2 J ¢ C z ¢ s 72.21 0.00054 0.29964 0.13130 361.80 30.22209 9.11561 3.42083 0.53213 0.03000 0.0]355 0.00380 0.00380 0.00380 1.09 65.88 42.58000 0.06000 0.0010 11.25 0.000085 1 0.04670 1 0.02046 1 1 0.22382 1 0.144261 0.533141 0.08293 0.011461 0.00059 1 0.00059 0.00059 0.006401 0.005550 1 0.0010 2.427041 0.36032 0.007691 0.06]45 0.055501 0.39063 1 0.03287 Input Adjustment 1.00E +00 8 ms/day AERMOD Sources ID Area (m) NBOPS 15,317 WNOC 47,862 TRUCKS2 7,459 TRUCKS F 7.459 Total WNO 55,321 Unit Emissions 6.53E -05 87% 2.09E -05 13% 1.34E -04 1.34E -04 Page 9 of 10 Newport Banning Ranch Future Consolidated Oilfield HARP Model Inputs Pounds per rc Hour (Ibs/hr) g WNOC NBOPS TRUCKS2 TRUCKS _F c 2 d d T s 0.000003 a 0 0,000001 x t 'u j v m c c ^' d Y w Z Y~ C z «v a A2 o E E ry c 2 d d T s 0.000003 0.000002 0,000001 to 0.011814 0.000264 c ^' a � a 0.001390 y C w d 0.00152] 0.000002 0.000001 0.000001 L o 0.003488 0.0000]8 0.0019]8 c 2 d d T s 0.000003 0.000002 0,000001 0.006]33 0.011814 0.000264 0.006]16 0.000432 0.001390 0.00000] 0.002]90 0 W0]19 0.00152] 0.000002 0.000001 0.000001 0.001984 0.003488 0.0000]8 0.0019]8 0.000128 0.000410 - 0.000821 0.000211 0.000450 0.0000005 1 0.0000003 1 0.0000002 1 0.0010462 1 0.0018413 1 0,0000412 1 0.0010467 0.00006731 0.0002166 1 0.0000011 0.00043491 0 0001121 1 0.0002380 0.000027 1 0.0000711 0.000006 - I - I - I - I - I - I - - I - I - a `o a s c a c u z s 3 ; Pounds per rc x y a n year (Ibs/Yr) z E E t n WNOC NBOPS TRUCKS2 TRUCKS _F c a a s x - 1 0.003801 `a 1 1.70413 0.06864 1 3.20342 >v 0.58402 1.05]45 c � 0.68917 a e w c m 'a > o a t c E c c a a s x - 1 0.003801 1 0.01035 1 1.70413 0.06864 1 3.20342 - 0.58402 1.05]45 1.98307 1 086296 0.68917 0.000591 1 0.001611 0.26559 1 001070 1 0.499261 1 0.091021 0.164811 0.30905 0.13449 0.10741 0.00598 1 0.015801 0.00128 Page 10 of 10 Newport Banning Ranch Proposed Project Residential and Commercial Development Criteria, Greenhouse Gas, and Toxic Air Emissions Residential and Commercial Vehicles Total Residential and Commercial Vehicles Total Criteria Pollutants CO ROG NOx SOX PM10 PM2.5 CO ROG NOx SOX PM10 PM2.5 Ibslday Ibslda Ibslda Ibs /da (Ibslday Ibslda (lbsl r (Ibslyr Ibslyr) Ibslyr Ibsl r (lbsl r 34.63 1 76.21 1 26.32 0.74 1 0.73 11 12,640 1 29,120 1 6,520 40 40 676.76 1 67.43 1 78.94 1 100 1 167.33 1 32.38 11 243,640 1 23,520 1 25,480 1 360 1 61,080 11,800 711.4 143.6 105.3 Includes offsite vehicle travel Greenhouse Gases CO2 CH4 CO2e (metric tons /yr) (metric tons /yr) (metric tons /yr) 33,500 NA 33,500 89,852 NA 89,852 123,352 - 123,352 includes offsite vehicle travel Page 1 of 22 1.0 168.1 33.1 256,280 52,640 32,000 360 61,120 11,840 ROG ROG PM10 PM10 ( Ibslhr ) (Ibsl r (Ibs /hr Ibslyr 18.0 52,640 21.0 61,120 Newport Banning Ranch Proposed Project Residential and Commercial Development Criteria, Greenhouse Gas, and Toxic Air Emissions Pounds per day (lbslday) Residential and Commercial Vehicles Total Pounds per year (lbslyr) Residential and Commercial Vehicles Total Toxic Air Contaminants C N N O O O � O U a ri d 0 N O d U 7.95E -05 1 1.88E -05 1 4.86E -02 1 6.11 E -05 11.23E-03 1 7.58E -04 1 5.21 E -03 1 5.54E -05 1 3.97E -04 1 1.23E -05 1 4.34E -04 1 3.71E +00 1 1.75E -01 1 4.23E -02 `a m d N J u r N a b C N d O `o L U 4.93E +00 2.89E -02 6.66E -03 2.04E +01 2.50E -02 4.66E -01 2.75E -01 1.91E +00 2.00E-02 1.64E -01 4.44E -03 1.58E -01 1.35E +03 6.18E +01 NOTE. Annual Emissions do not include toxics from diesel exhaust as diesel PM is considered to be a toxic air pollutant /or chronic health risk exposure 0.91 metric tons /short tons Page 2 of 22 Newport Banning Ranch Proposed Project Residential and Commercial Development Criteria, Greenhouse Gas, and Toxic Air Emissions Pounds per day (Ibslday) N V m ` n '` m ^ ' n n E a' Residential and Commercial 4.94E -02 3.02E -02 7.25E -03 2.25E -01 2.82E -02 1.13E -01 3.60E -01 2.31E -02 1.03E -01 1.23E +00 1.55E -01 2.96E -01 1.69E +00 2.06E +00 9.48E -01 Vehicles 4.94E -02 1.29E -01 4.16E -02 9.05E -01 2.82E -02 1.13E -01 3.60E -01 2.31E -02 3.77E -01 1.23E +00 1.55E -01 8.03E -01 1.69E +00 2.06E +00 9.60E -01 a c V a a T a u m m y _ Y a m c o L a c o L A E m m V v v y n CE we c N 2' O L R 7 d i c 0 o G 0 p 5 d c d m m C ? d d L A n N 'O o a n 2 T o Y d C C L L N T C d C N T X T M Ii N A K O yN C 'O• O N L 9 6 d 9 t b C C Pounds per day (Ibslday) N V m ` n '` m ^ ' n n E a' Residential and Commercial 4.94E -02 3.02E -02 7.25E -03 2.25E -01 2.82E -02 1.13E -01 3.60E -01 2.31E -02 1.03E -01 1.23E +00 1.55E -01 2.96E -01 1.69E +00 2.06E +00 9.48E -01 Vehicles 4.94E -02 1.29E -01 4.16E -02 9.05E -01 2.82E -02 1.13E -01 3.60E -01 2.31E -02 3.77E -01 1.23E +00 1.55E -01 8.03E -01 1.69E +00 2.06E +00 9.60E -01 Pounds per year (lbs /yr) N V a Y m Residential and Commercial 1.54E+01I 1.80E +Oi 1.11E +Oi 2.66E +OO 7.52E +01 1.03E +Oi 4. Vehicles 0.00E +00 0.00E +00 2 15E 01 1.21E +01 2.36E +02 0.00E +00 0. Total 1.54E +01 1.80E +01 3.34E +01 1.48E +01 3.12E +02 1.03E +01 4. Page 3 of 22 5.66E +01 2.48E +02 6.15E +02 7 « u a a u m m y m a m c o c o L A x v v y n CE we L N 2' O L R 7 d i U G 0 p 5 d c d C N N d L T 6 n N 'O C a n 2 T U d C C L Pounds per year (lbs /yr) N V a Y m Residential and Commercial 1.54E+01I 1.80E +Oi 1.11E +Oi 2.66E +OO 7.52E +01 1.03E +Oi 4. Vehicles 0.00E +00 0.00E +00 2 15E 01 1.21E +01 2.36E +02 0.00E +00 0. Total 1.54E +01 1.80E +01 3.34E +01 1.48E +01 3.12E +02 1.03E +01 4. Page 3 of 22 5.66E +01 2.48E +02 6.15E +02 7 Newport Banning Ranch Proposed Project Residential and Commercial Development Criteria, Greenhouse Gas, and Toxic Air Emissions Pounds per day Residential and Con Vehicles 1 5.66E - 0111.35E +00I 1.06E +00I 2.12E -021 5.69E -01 I1.28E +001 3.74E -011 7.05E-03 11.01 E+00 I 1.20E-01 11.41 E+00 I 4.45E - 0214.29E +00 Y y d a E E u o r L E E c r L c N c V r d Y d a C d T N O O E = c o c m m o c c O d u Y a E c E n w TC N no n. a c o < < o c o `o u N L T d K V✓ b L t O T T N Vehicles 1 5.66E - 0111.35E +00I 1.06E +00I 2.12E -021 5.69E -01 I1.28E +001 3.74E -011 7.05E-03 11.01 E+00 I 1.20E-01 11.41 E+00 I 4.45E - 0214.29E +00 Y y d a E E r r v m E E c r L c N c V r d Y d E Ei' C d T O O d q c m m o c c O d u Y Pounds per year (16s /yr) E n E Residential and Commercial 3.46E +02 2.75E +01 Vehicles 1.76E +00 1.73E +02 Total 3.48E +02 2.01E +02 3.82E +02 7 Page 4 of 22 2.03E +02 4.66E +02 1.36E +02 2.57E +00 3.54E +02 4.38E +01 5.15E +02 1.58E +01 1.54E +03 Newport Banning Ranch Proposed Project Residential & Commercial Development Toxic Inventory Both On and Offsite Natural Gas Hearty Landscape Consumer Product.= Architectural Coatings Vehicles - Gasoline Vehicles - Gasoline - Not Cal Vehicles - Diesel Vehicles Paved Road Dual VOC PM10 Ihelaov Ihclvr Ihaldav Ihclvr 1.35 500 0.03 20 0.51 ♦ 0.71 4.03 1,480 0.08 20 70.54 25,740 3.81 1,400 a� 6 t 60.88 22,597 15.74 5,746 1.01 377 0.26 95 1.20 446 0.31 113 NA NA 151.02 55,125 2000 Walton Dust PM10 Total 90% 10 Page 5 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 if 12 13 14 ♦ G a� 6 t ♦J eye d v 5 J, y�?♦ Odd Og ♦J y0?♦ �Otb QQP,P Q rOp. PGJP ��, �1♦J �P�C4 PD♦ Pp 0p Oa GO �7tY' ? ♦6 yQ. yJ♦. ,P? (lbs /day) (Ibs /day) (Ibs /day) (lbs/day) (lbs /day) (lbs /day) (Ibs/day) (lbs/day) (lbs/day) (lbs/day) (lbs/day) (lbs /day) (lbs /day) Natural Gas - - - - - - - - - - - 6.00E -03 - Hearth - Natural Gas - - - - - - - - - - - 1.42E -01 - Landscape - 4.00E -05 - 5.60E -03 5.71E -06 4.00E -05 - 4.00E -05 - 4.00E -05 - 3.60E -02 - Consumer Products - - - - - - - - - - - - - Architectural Coatings - - - - - - - - - - - - - Subtotal:Res &Comm Buildings - 4.00E -05 - 5.60E -03 5.71E -06 4.00E -05 - 4.00E -05 - 4.00E -05 - 1.84E -01 - Vehicles - Gasoline - 7.87E -03 - 1.10E +00 1.12E -03 7.87E -03 - 7.87E -03 - 7.87E -03 - 7.08E +00 - Vehicles - Gasoline - Not Cat - 1.31E -04 - 1.83E -02 1.87E -05 1.31E -04 - 1.31E -04 - 1.31E -04 - 1.18E -01 - Vehicles - Diesel 1.55E -06 5.57E -06 1.24E -05 1.06E -04 5.31E -07 7.74E -06 1.30E -05 1.24E -05 9.29E -06 5.88E -06 3.10E -06 5.40E -03 8.98E -06 Vehicles Paved Road Dust 1.96E -03 1.81E -03 4.53E -04 8.05E -02 3.67E -04 2.24E -02 1.87E -02 1.21E -01 1.36E -03 1.81E -03 3.02E -04 4.07E -01 1.07E -02 Subtotal.. Vehicles 1.96E -03 9.82E -03 4.65E -04 1.20E +00 1.51E -03 3.04E -02 1.87E -02 1.29E -01 1.37E -03 9.82E -03 3.05E -04 7.61E +00 1.07E -02 Total 1.96E -03 9.86E -03 4.65E -04 121E +00 1.52E-03 3.04E -02 1.87E -02 1.29E -01 1.37E -03 9.86E -03 3.05E -04 7.80E +00 1.07E -02 e ♦OJ 4, �`, �yb i t>c 5 tt ♦Q,�`' �♦a ♦G � ♦t�iG � ♦Jl4 OQ?t♦ O�♦J QttQ- Q OQts GJQ- �♦� �� ♦J gPC4i Pp ♦J ♦�°g08 ♦O�l- Q Pp9 0�O GQO 4Z� GZQ- 40Q y�P �P? �F,? � y�♦. �J♦. ,p2 (Ibs/yr) (Ibs /yr) (lbslyr) (Ibs /yr) (Ipslyr) (Ibs/yr) (Ibs /yr) (Ibs/yr) (Ibs /yr) (Ibslyr) (Ibs /yr) (lbslyr) (Ibs/yr) (Ibe/yr) Natural Gas NA - - - - - - - - - - 4.00 - Hearth - Natural Gas NA - - - - - - - - - - - - - Landscape NA - 0.010 - 1.400 0.001 0.010 - 0.010 - 0.010 - 9.000 - Consumer Products NA - - - - - - - - - - - - - Architectural Coatings NA - - - - - - - - - - - - - Subtotal :Res &Camm Buidings - - 0.01 - 1.40 0.00 0.01 - 0.01 - 0.01 - 13,00 - Vehicles - Gasoline NA - 2.87 - 402.24 0.41 2.87 - 2.87 - 2.87 - 2,585.84 - Vehicles - Gasoline - Not Cat NA - 0.05 - 6.67 0.01 0.05 - 0.05 - 0.05 - 42.90 - Vehicles - Diesel 113.0 NA NA NA NA NA NA NA NA NA NA NA NA NA Vehicles Paved Road Dust NA 0.72 0.66 0.17 29.38 0.13 8.16 6.04 44.10 0.50 0.66 0.11 148.40 3.91 Subtotal: Vehicles 112.99 0.72 3.58 0.17 438.30 0.55 11.08 6.84 47.02 0.50 3.58 0.11 2,777.13 3.91 Total 112.995 0.717 3.592 0.165 439.696 0.553 11.089 6.836 47.031 0.496 3.592 0.110 2,790.130 3.914 Page 5 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 if 12 13 14 Newport Banning Ranch Proposed Project Residential & Commercial Development Toxic Inventory Both On and Offsite "Olesel chronic risk Is calculated from total diesel PM10 emissions, not from Its speciated exhaust TACs - No VOC TACs from diesel equipment are analyzed separately for cancer and chronic non cancer risks. Page 6 of 22 m 0 - c n S, n m L m m% A n $ o O m O v m $ L m O m m -O m Lr y L m T {y C `u m OI O x° C E m .2 c m m L m a O O$ O O N my O O O L c ?r c m A O O L ^y >� T T T C r N v N Y°n A L U U 9 E 0 0 0 0 wC (lbs /day) (Ibslday) (Ibslday) (Ibslday) (Ibe/day) (Ibslday) (Ibslday) (lb./day) (Ibs/day) the/day) (Ibs/day) (Ibslday) (Ibslday) (Ibslday) (like/day) Natural Gas - - - - - - 0.05 - - - - - - - 0.11 Hearth - Natural Gas - - - - - - 0.02 - - - - - - - 0.04 Landscape - OM - - 0.03 0.01 0.14 - - - - 0.06 - - 0.13 Consumer Products 3.71 - 0.04 0.05 - - - 0.03 0.11 0.15 - 0.04 1.21 0.16 0.02 Architectural Coatings - - - - - - 0.01 - - 0.21 0.02 - 0.02 - - Subtotal .'Res &Comm Bulldings 3.71 0.03 0.04 0.05 0.03 0.01 0.22 0.03 0.11 0.36 0.02 0.10 1.23 0.16 0.30 Vehicles - Gasoline - 0.33 - - 0.15 0.08 1.60 - - - - 0.65 - - 1.03 Vehicles - Gasoline - Not Cat - 0.01 - - 0.01 0.00 0.03 - - - - 0.02 - - 0.03 Vehicles - Diesel - 000 - - 0.09 - 0.02 - - - - 0.00 - - 0.18 Subtotal. Vehicles 0.35 0.24 0.08 1.66 0.67 1.24 Total 3.710 0.379 0.042 0.049 0.273 0.091 1.888 0.028 0.113 0.360 0.023 0.774 1.233 0.155 1.538 m m 5 $ m 3 a $ 3 n a c o $ m c a A$ m o $ y L m m u v° m O ° L N ° ° T H T m 9 p .0 m T hZ E O C U 'y T 6 % 6 O N Cc m C 9 m O a O O O O 51 51 A A $ N v N v U A U A m L L U L U L y 2 E 13 v T L N L d L % T L % O (Ibslyr) (Ibslyr) (Ibslyr) (Ibs /yr) (Ibslyr) (Ibslyr) (Ibslyr) (Ibs/yr) (Ibs /yr) (lbs/yr) (Ibs /yr) (Ibslyr) (Ibslyr) (Ibslyr) (Ibslyr) Natural Gas - - - - - - 20.00 - - - - - - - 40.00 Hearth - Natural Gas - - - - - - - - - - - - - - - Landscape - 12.28 - - 11.10 2.66 50.91 - - - - 22.20 - - 46.18 Consumer Products 1,353.92 - 15.44 18.02 - - - 10.30 41.18 54.05 - 15.44 442.73 56.63 7.72 Architectural Coatings - - - - - - 4.24 - - 77.78 8.48 - 7.07 - - Subtotal Res &Comm Bulldings 1,353.92 1228 15.44 18.02 11.10 2.65 75.15 10.30 41.18 131.84 8.48 37.64 449.80 56.63 93.90 Vehicles - Gasoline - 124.83 - - 54.70 30.64 598.30 - - - - 243.31 - - 385.62 Vehicles - Gasoline - Not Cat - 3.13 - - 2.82 0.68 12.95 - - - - 5.65 - - 11.75 Vehicles - Diesel NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Subtotal: Vehicles 127.96 57.52 31.32 611.25 248.96 397.37 Total 1,353.923 140.244 15.444 18.018 68.624 31983 686.404 10.296 41.184 131.838 8.484 286.605 449.797 56.628 491.270 "Olesel chronic risk Is calculated from total diesel PM10 emissions, not from Its speciated exhaust TACs - No VOC TACs from diesel equipment are analyzed separately for cancer and chronic non cancer risks. Page 6 of 22 Newport Banning Ranch Proposed Project Residential & Commercial Development Toxic Inventory Both On and Oflsite Page 7 of 22 a E s 9 E O L C O N E N O 0 i O N d O Y 6 C T O T O s c 'o °c a �o e u c C W. . c c o m 0 t o c c a a a E 5 S c n o d n ® w ° A ° E E E o a n W. a a a a m E (lbsdday) (Ibs/day) (lbs/day) (lbs/day) (lbs/day) (Ibsiday) (lbs/day) (Ibs/day) (lbs/day) (Ibsiday) (Ibs/day) (lbs/day) (lbsdday) (Ibs/day) (lbs/day) (lbs/day) Natural Gas - - - - - - - - - - - - - - - 0.03 Hearth - Natural Gas - - - - - - - - - - - - - - - 0.01 Landscape - - 0.00 0.07 0.18 0.05 - 0.06 - - - 0.20 - - 0.01 0.27 Consumer Products 1.69 2.06 0.95 - 0.24 0.61 0.02 0.18 1.28 0.37 0.01 - 0.12 1.41 0.01 2.48 Architectural Coatings - - - - - - - - - - - - - - - - Subtotal .'Res &Comm Bulldings 1.69 2.06 0.95 0.07 0.42 0.66 0.02 0.25 1.28 0.37 0.01 0.20 0.12 1.41 0.01 2.79 Vehicles - Gasoline - - 0.01 1.18 2.22 0.96 - 0.77 - - - 1.90 - - 0.08 3.58 Vehicles - Gasoline - Not Cat - - 0.00 0.02 0.04 0.01 - 0.02 - - - 0.05 - - 0.00 0.07 Vehicles - Diesel - - 0.02 - 0.01 0.00 - 0.00 - - - 0.03 - 0.00 0.00 0.02 Subtotal. Vehicles 0.03 1.20 2.27 0.98 0.79 1.98 0.00 0.08 3.67 Total 1.686 2.060 0.978 1.275 2.688 1.639 0.021 1.036 1.277 0.374 0.007 2.182 0.120 1.412 0.091 6.460 a a 0 e y d t O V V d Y A C O y U p yN L Ly L W d O i O �y a U C G C T~ d W. a O m R d 2� A L N c V L C a d 4 0 d o E E 'r. o n n a a a a m E E E c o m n W. 9 (Ibs /yr) (Ibslyr) (Ibs /yr) (Ibs /yr) (Ibslyr) (Ibs /yr) (Ibs /yr) (Ibs /yr) (lbs/yr) (lbs/yr) (Ibslyr) (Ibs /yr) (Ibs /yr) (Ibslyr) (Ibs /yr) (Ibs /yr) Natural Gas - - - - - - - - - - - - - - - 10.00 Hearth - Natural Gas - - - - - - - - - - - - - - - - Landscape - - 0.89 27.53 65.86 19.39 - 22.94 - - - 72.52 - - 1.92 100.49 Consumer Products 615.19 751.61 344.92 - 87.52 221.36 7.72 66.92 465.89 136.42 2.57 - 43.76 514.80 2.57 906.05 Architectural Coatings - - - - - - - - - - - - - - - - Subtotal. Res &Comm Buildings 615.19 751.61 345.80 27.53 153.38 240.75 7.72 89.86 465.89 135.42 2.57 72.52 43.76 514.80 4.50 1,016.54 Vehicles - Gasoline - - 4.31 440.55 826.18 359.52 - 287.12 - - - 709.97 - - 28.60 1,334.59 Vehicles - Gasoline - Not Cat - - 0.23 7.00 16.76 4.93 - 5.84 - - - 18.45 - - DAB 25.57 Vehicles - Diesel NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Subtotal: Vehicles 4.54 447.56 842.93 364.46 292.95 728.42 29.09 1,360.16 Total 615.185 751.607 350.342 475.083 996.308 605.207 7.722 382.819 465.894 136.422 2.574 800.937 43.758 514.800 33.586 2,376.70 Page 7 of 22 Newport Banning Ranch Toxic Inventory Onsile Only Natural Gas Hearth Landscape Consumer Products Architectural Coatings Vehicles - Gasoline Vehicles - Gasoline - Not Cat Vehicles - Diesel Vehicles Paved Road Dust Proposed Pri Residential & Commercial Development VOC PM10 Raid.. main, li ll.dvr 1.35 500 0.03 20 0.51 e` 0.71 4.03 1,480 0.08 20 70.54 25,740 3.81 1,400 tp�J� Op�pp 24.89 8,782 0.64 251 0.41 146 0.01 4 0,49 173 0.01 5 NA NA 6.11 2,220 2000 Ibs lion 89 Page 8 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 e` y F ?�U tt?ap tp�J� Op�pp O��J� QQp O OPpp UJp, Qy p�J� P�py O"o p5 po PO ,�" ,jp OQ pp- p? gp `Gp p�0 SF PPP (Its /day) (Ibs /day) (Ibs /day) (Ibs /day) (Ibs/day) (lbs/day) (Ibs /day) (lbs/day) (Ibs /day) (Ibs /day) (Ibs /day) (Ibs /day) (Ibs /day) Natural Gas - - - - - - - - - - - 6.00E -03 - Hearth - Natural Gas - - - - - - - - - - - 1.42E -01 - Landscape - 4.00E -05 - 560E -03 5.71E -06 4.00E -05 - 4.00E -05 - 4.00E -05 - 3.60E -02 Consumer Products - - - - - - - - - - - - - Architectural Coatings - - - - - - - - - - - - - Subtotal.Res&COmmBuildings - 4.00E -05 - 5.60E -03 5.71E -06 4.00E -05 - 4.00E-05 - 4.00E -05 - 1.84E -01 - Vehicles - Gasoline - 3.18E -04 - 4.46E -02 4.55E -05 3.18E -04 - 3.18E -04 - 3.18E -04 - 2.87E -01 - Vehicles - Gasoline - Not Cat - 5.28E -06 - 7.40E -04 7.55E -07 5.28E -06 - 5.28E -06 - 5.28E -06 - 4.75E -03 - Vehicles - Diesel 6.26E -08 2.25E -07 5.01E -07 4.31E -06 2.15E -08 3.13E -07 5.26E -07 5.01E -07 3.76E -07 2.38E -07 1.25E -07 2.18E -04 3.63E -07 Vehicles Paved Road Dust 7.94E -05 7.33E -05 1.83E -05 3.26E -03 1.48E -05 9.04E -04 7.58E -04 4.891 5.50E -05 7.33E -05 1.22E -05 1.64E -02 4.34E -04 Subtotal. Vehicles 7.95E -05 3.97E -04 1.BBE -05 4.86E -02 6.11E -05 1.23E -03 7.58E -04 5.21E -03 554E -05 3.97E -04 1.23E -05 3.OBE -01 4.34E -04 Total 7.95E -05 4.37E -04 1.88E -05 5.42E -02 6.68E -05 1.27E -03 7.58E -04 5.25E -03 5.54E -05 4.37E -04 1.23E -05 4.92E -01 4.34E -04 P ` S 5p `J� p"pp`G Pp�`pp POg`J� •tTpppp Op OQQr(p pP0 PpOPpp ppUJp� �CirOy pypp`Jd` Jye'v. P2P0`J� (Ibs/yr) (Ibs /yr) (Ibs/yr) (Ibs /yr) (Ibs /yr) (Ibs /yr) (Ibs /yr) (Ibs/yr) (Ibs/yr) (Ibsiyr) (Ibs/yr) (Ibs/yr) (Ibs/yr) (Ibs/yr) Natural Gas NA - - - - - - - - - - 4.00 - Hearth - Natural Gas NA - - - - - - - - - - - - - Landscape NA - 0.010 - 1.400 0.001 0.010 - 0.010 - 0.010 - 9.000 Consumer Products NA - - - - - - - - - - - - - Architectural Coatings NA - - - - - - - - - - - - - Subtotal. Res &Comm Buildings - - 0.01 - 1.40 0.001 0.01 - 0.01 - 0.01 - 13.00 - Vehicles - Gasoline NA - 0.13 - 17.56 0.018 0.13 - 0.13 - 013 - 112.91 - Vehicles - Gasoline - Not Cat NA - 0.00 - 019 0.000 0.00 - 0.00 - 0.00 - 1.87 - Vehicles - Diesel 4.9 NA NA NA NA NA NA NA NA NA NA NA NA NA Vehicles Paved Road Dust NA 0.03 0.03 0.01 1.18 0.005 0.33 0.28 1.78 0.02 0.03 0.00 5.98 0.16 Subtotal.' Vehicles 4.93 0.03 0.15 0.01 19.04 0.024 0.46 0.28 1.90 0.02 0.15 0.00 120.76 0.16 Total 4.934 0.029 0164 0.007 20.438 0.025 0.466 0.275 1.914 0.020 0.164 0.004 133.756 0.158 Page 8 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Newport Banning Ranch Proposed PmjeciResidential & Commercial Development Toxic Inventory Onsite Only 'Diesel chronic risk is calculated from total diesel PM10 emissions, not from Its speclated exhaust TACs- No VOC TACs from diesel equipment are analyzed separately for cancer and chronic non cancer risks Page 9 of 22 _ u ry m O u g R q cc 6 a O d C y d O 4 C F t o C q L q 9 O - N T % T %O M O c E C O d O L N d m O d L 9 5 0 o a o 9 C L 6 C m O O .0 E T T a T C N V N v N N d V U V v d d d d (Ibs /day) (Ibs /day) (Ibs /day) (Ibs /day) (lbs/day) (lbs/day) (Ibs /day) (lbs/day) (Ibs /day) (Ibs /day) (lbs/day) (Ibs /day) (Ibs /day) (Ibs/day) (Ibs /day) Natural Gas - - - - - - 0.05 - - - - - - - 0.11 Hearth - Natural Gas - - - - - - 0.02 - - - - - - - 0.04 Landscape - 0.03 - - 0.03 0.01 0.14 - - - - 0.06 - - 0.13 Consumer Products 3.71 - 0.04 0.05 - - - 0.03 0.11 0.15 - 0.04 1.21 0.16 0.02 Architectural Coatings - - - - - - 0.01 - - 0.21 0.02 - 0.02 - - Subtotal.Res &Comm Buildings 3.71 0.03 0.04 0.05 0.03 0.01 0.22 0.03 0.11 0.36 0.02 0.10 1.23 0.16 0.30 Vehicles - Gasoline - 0.14 - - 0.06 0.03 0.66 - - - - 0.27 - - 0.42 Vehicles - Gasoline - Not Cat - 0.00 - - 0.00 0.00 0.01 - - - - 0.01 - - 0.01 Vehicles - Diesel - 0.00 - - 0.04 - 0.01 - - - - 0.00 - - 0.07 Subtotal.. Vehicles 0.14 0.10 0.03 0.68 0.27 0.51 Total 3.710 0.175 0.042 0.049 0.129 0.042 0.905 0.028 0.113 0.360 0.023 0.377 1.233 0.155 0.803 - a L d p q A d d d O C V OG n 4 U A L O d O d 0 L d T C `u d d E c C o w rn o L c x o K o a c c a 'n o °-' L w c c a O O u a c V v v a C n v (Ibs /yr) (Ibs /yr) (Ibs /yr) (Ibs /yr) (Ibslyr) (Ibslyr) (Ibs /yr) (Ibs /yr) (Ibslyr) (lbs/yr) (Ibs/yr) (Ibs/yr) (Ibs /yr) (Ibs /yr) (Ibs /yr) Natural Gas - - - - - - 20.00 - - - - - - - 40.00 Hearth - Natural Gas - - - - - - - - - - - - - - - Landscape - 12.28 - - 11.10 2.66 50.91 - - - - 22.20 - - 46.18 Consumer Products 1,353.92 - 15.44 18.02 - - - 10.30 41.18 54.05 - 15.44 442.73 56.63 7.72 Architectural Coatings - - - - - - 4.24 - - 77.78 8.48 - 7.07 - - Subtotal. Res&CommBuildings 1,353.92 12.28 15.44 18.02 11.10 2.66 75.15 10.30 41.18 131.84 8.48 37.64 449.80 56.63 93.90 Vehicles - Gasoline - 48.30 - - 21.16 11.86 231.48 - - - - 94.14 - - 149.20 Vehicles - Gasoline - Not Cat - 1.21 - - 1.09 0.26 5.01 - - - - 2.19 - - 4.55 Vehicles - Diesel NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Subtotal.. Vehicles 49.51 22.26 12.12 236.50 96.32 153.75 Total 1,353.923 61.792 15.444 18.018 33.356 14.781 311.649 10.296 41.184 131.838 8.484 133.968 449.797 56.628 247.643 'Diesel chronic risk is calculated from total diesel PM10 emissions, not from Its speclated exhaust TACs- No VOC TACs from diesel equipment are analyzed separately for cancer and chronic non cancer risks Page 9 of 22 Newport Banning Ranch Proposed Project Residential & Commercial Development Toxic Inventory Onsite Only Page 10 of 22 Y m m E E E A L L a A y E m p T C C V T y H M A T m J L L d UP 0 N E o °c c ° `o v u c m c m m 0 x v u a n E E E c o a o a (Ibslday) (Ibs /day) (Ibs /day) (Ibslday) (Ibs /day) (Ibs /day) (Ibslday) (Ibs /day) (Ibs /day) (Iles/day) (Ibs/day) (Ibs /day) (Ibslday) (Ibs /day) (Ibs /day) (lbs/day) Natural Gas - - - - - - - - - - - - - - - 0.03 Hearth - Natural Gas - - - - - - - - - - - - - - - 0.01 Landscape - - 0.00 0.07 0.18 0.05 - 0.06 - - - 0.20 - - 0.01 0.27 Consumer Products 1.69 2.06 0.95 - 0.24 0.61 0.02 0.18 1.28 0.37 0.01 - 0.12 1.41 0.01 2.48 Architectural Coatings - - - - - - - - - - - - - - - - Subtotal.Res &Comm Buildings 1.69 2.06 0.95 0.07 0.42 0.66 0.02 0.25 1.28 0.37 0.01 0.20 0.12 1.41 0.01 2.79 Vehicles - Gasoline - - 0.00 0.48 0.91 0.39 - 0.31 - - - 0.78 - - 0.03 1.46 Vehicles - Gasoline - Not Cat - - 0.00 0.01 0.02 0.01 - 0.01 - - - 0.02 - - 0.00 0.03 Vehicles - Diesel - - 0.01 - 0.00 0.00 - 0.00 - - - 0.01 - 0.00 0.00 0.01 Subtotal.. Vehicles 0.01 0.49 0.93 0.40 0.32 0.81 0.00 0.03 1.50 Total 1.686 2060 . 0.960 0.566 1.346 1.060 0.021 0.569 1.277 0.374 0.007 1.009 0.120 1.411 0.044 4.29 y m E b E E A L 0 a Y m E N d y H 0 UP 0 E o °c c ° o v y m 0 o m 4 m • L u y v m r E L$ °. • A ° '2 E ^� E E c o L o a n n n m m � a m 9 (Ibs/yr) (lbslyr) (lbs/yr) (lbs/yr) (Ibs /yr) (lbs/yr) (lbs/yr) (Ibs /yr) (Ibs /yr) (lbs/yr) (Ibs /yr) (Ibs/yr) (Ibs/yr) (Ibs /yr) (Ibsiyr) (lbs/yr) Natural Gas - - - - - - - - - - - - - - - 10.00 Hearth - Natural Gas - - - - - - - - - - - - - - - - Landscape - - 0.89 27.53 65.86 19.39 - 22.94 - - - 72.52 - - 1.92 100.49 Consumer Products 615.19 751.61 344.92 - 87.52 221.36 7.72 66.92 465.89 136.42 2.57 - 43.76 514.80 257 906.05 Architectural Coatings - - - - - - - - - - - - - - - - Subt°tal.Res &Comm Buildings 615.19 751.61 345.80 27.53 153.38 240.75 7.72 89.86 455.89 136.42 2.57 72.52 43.76 514.80 4.50 1,016.54 Vehicles - Gasoline - - 1.67 170.45 319.65 139.10 - 111.09 - - - 274.69 - - 11.06 516.36 Vehicles - Gasoline - Not Cat - - 0.09 2.71 6.48 1.91 - 2.26 - - - 7.14 - - 0.19 9.89 Vehicles - Diesel NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Subtotal.. Vehicles 1.76 173.16 326.13 141.01 113.35 281.83 11.25 526.25 Total 615.185 751.607 347.559 200.689 479.510 381.762 7.722 203.210 465.894 136.422 2.574 354.348 43.758 514.800 15.752 1,542.79 Page 10 of 22 Newport Banning Ranch 0.000298 m Proposed Project Residential & Commercial Sites Toxic Inventory HARP Model Inputs 0.004163 0.003081 0.000991 m 0.019148 0.000010 s m A 0.011727 0.001291 U 6 2 2 Pounds per 0.00000512 w p 14our(lbs1hr) m e a RESt 0.000298 m 0.00000045 0.00000159 0.004163 0.003081 0.000991 0.021560 0.019148 0.000010 C m 0.011727 0.001291 0.000030 RES2 0.000806 0.00000512 E m � v _T 6 O -ry' m m y Z y K N H W Z C RESt 0.000298 0.00000189 0.00000045 0.00000159 0.004163 0.003081 0.000991 0.021560 0.019148 0.000010 0.000001 0.011727 0.001291 0.000030 RES2 0.000806 0.00000512 0.00000121 0.00000430 0.011243 0.008321 0.002677 0.058219 0.051707 0.000028 0.000004 0.031666 0.003487 0.000082 RES3 0.000253 0.00000160 1 0.00000038 1 0.00000135 1 0.003527 1 0.002610 1 0.000840 1 0.018263 1 0.016221 1 0.000009 1 0.000001 1 0.009934 0.001094 0.000026 RES4 0.000029 0.00000018 0.00000004 0.00000015 0.000399 0.000295 0.000095 1 0.002067 0.001836 0.000001 1 0.000000 1 0.001124 0.000124 0.000003 HOTEL 0.000180 0.00000114 0.00000027 0.00000096 0.002504 0.001853 0.000596 1 0.012967 0.011517 0.000006 1 0.000001 1 0.007053 0.000777 0.000018 `m t m 0.94 0.0055 0.00127 0.00477 11.78 _ 2.818 59.42 47.22 0.0313 0.00381 25.502 � 0.0889 RES2 2.54 0.0149 0.00343 m y 31.81 17.77 7.610 160.46 127.50 0.0845 m 68.866 10.5227 0.2400 RES3 0.80 1 0.0047 1 0.00108 1 0.00404 1 9.98 1 5.39 1 2.387 1 50.34 V 1 0.0265 1 0.00323 21.603 C y 6 V 0.0005 1 0.00012 1 0.00046 1 1.13 1 0.61 1 0.270 z 1 4.53 1 0.0030 1 0.00037 a m = c $ HOTEL 0.57 G rc w Pounds per umi m o rc a' 1 0.0188 1 0.00229 € o rc a Year llbs/vrl m w ¢ i " RES1 0.94 0.0055 0.00127 0.00477 11.78 6.36 2.818 59.42 47.22 0.0313 0.00381 25.502 3.8968 0.0889 RES2 2.54 0.0149 0.00343 0.01289 31.81 17.77 7.610 160.46 127.50 0.0845 1 0.01029 68.866 10.5227 0.2400 RES3 0.80 1 0.0047 1 0.00108 1 0.00404 1 9.98 1 5.39 1 2.387 1 50.34 1 40.00 1 0.0265 1 0.00323 21.603 3.3010 0.0753 RES4 0.09 0.0005 1 0.00012 1 0.00046 1 1.13 1 0.61 1 0.270 1 5.70 1 4.53 1 0.0030 1 0.00037 2.445 0.3737 0.0085 HOTEL 0.57 0.0033 1 0.00076 1 0.00287 1 7.09 1 3.83 1 1.695 1 35.74 1 28.40 1 0.0188 1 0.00229 15.339 2.3438 0.0535 AERMOD Sources ID Area (m) Unit Emissions RES1 77,673 19% 1.29E -05 Residential (low,medium) -South Area RES2 209,747 51% 4.77E -06 Residential (low, medium) - North Area Input Adjustment RES3 65,798 16% 1.52E -05 Mixed use /residential - North Area 1.00E +00 RES4 7,448 2% 1.34E -04 Mixed use /Residential - South Area HOTEL 46,718 11% 2.14E -05 Hotel area 8 hrs/day Total RES 407,384 WNOCBASE 822,791 1.22E -06 Existing WNOC wells & mobile equipment WNOCBASF 822,791 1.22E -06 Existing WNOC mobile equipment fugitive dust TRUCKS2 7,459 1.34E -04 Trucks - Future travel between NB & WNOC - Engine Exhaust TRUCKS _F 7,459 1.34E -04 Trucks - Future travel between NS & WNOC - Fug Dust WNOC 47,862 2.09E -05 West Newport Oil Company - Consolidated Site NBOPS 15,317 6.53E -05 NB Oil Wells Operations - Baseline & Future Site Page 11 of 22 Newport Banning Ranch Proposed Project Residential & Commercial Sites Toxic Inventory HARP Model Inputs 0.000018 0.000125 0.000010 0.000010 0.000000 0.022876 0.024045 0.001060 0.102303 0.033635 0.008991 0.013482 0.032090 0.025259 0.013555 0.002690 0.008576 0.000049 0.000338 0.000028 a 0.000001 0.061774 0.064930 0.002862 0.276255 0.090826 0.024279 0.036408 0.086654 0.068209 0.036603 0.007264 0.023157 0.000015 0.000106 E 1 0.000009 1 0.000()00 1 0.019379 1 0.020369 1 0.000898 E 1 0.028492 1 0.007616 1 0.011421 1 0.027184 v 1 0.011482 1 0.002279 1 0.007264 0.000002 b p 0.000001 0.000001 0.000000 0.002194 0.002306 L 0.009810 0.003225 0.000862 0.001293 v_ C O 0.002422 1 0.001300 1 0.000258 1 0.000822 0.000011 0.000075 0.000006 0.000006 0.000000 0.013759 0.014462 0.000637 0.061531 0.020230 0.005408 0.008109 0.019301 0.015192 1 0.008153 1 0.001618 1 0.005158 C u N W D s L be C E 2 J J b b Q Q J W W T r b jT N C N C L b b d T ^y C ?r C X� C b 6 O T 0 L Q� z Q W W T T C C L T b C O O L z o c E % c L % S O .-„ E P c c c ;. E 0.000018 0.000125 0.000010 0.000010 0.000000 0.022876 0.024045 0.001060 0.102303 0.033635 0.008991 0.013482 0.032090 0.025259 0.013555 0.002690 0.008576 0.000049 0.000338 0.000028 0.000028 0.000001 0.061774 0.064930 0.002862 0.276255 0.090826 0.024279 0.036408 0.086654 0.068209 0.036603 0.007264 0.023157 0.000015 0.000106 0.000009 1 0.000009 1 0.000()00 1 0.019379 1 0.020369 1 0.000898 1 0.086662 1 0.028492 1 0.007616 1 0.011421 1 0.027184 1 0.021397 1 0.011482 1 0.002279 1 0.007264 0.000002 0.000012 0.000001 0.000001 0.000000 0.002194 0.002306 0.000102 0.009810 0.003225 0.000862 0.001293 0.003077 0.002422 1 0.001300 1 0.000258 1 0.000822 0.000011 0.000075 0.000006 0.000006 0.000000 0.013759 0.014462 0.000637 0.061531 0.020230 0.005408 0.008109 0.019301 0.015192 1 0.008153 1 0.001618 1 0.005158 0.0525 0.3648 0.0301 0.03130 Y 66.27 67.56 3.00 294.15 98.15 25.54 38.26 91.43 72.79 38.74 7.85 25.14 0.1417 0.9852 0.0812 b E 0.00229 178.95 182.44 8.11 794.33 265.05 68.98 1 103.33 246.88 1 196.55 y 21.20 67.88 0.0445 0.3091 0.0255 1 0.02652 0.00072 1 56.14 57.23 1 2.54 249.18 83.15 1 21.64 1 32.41 1 77.45 v_ 1 32.82 1 6.65 1 21.29 0.0050 b o 0.0029 0.00300 0.000081 1 6.35 6.48 t 28.21 9.41 2.45 3.67 c `o 6.98 3.72 0.75 2.41 0.0316 0.2194 0.0181 0.01883 0.00051 1 39.86 b 1 1.81 176.92 59.04 15.36 r 54.99 43.78 23.30 4.72 x C u N W D T d Lc be C E b E c Z > Q Q J W W T r b jT N C N C L b b d T ^y C ?r C X� C b 6 O T 0 L Q� z b o c E % c L % S O .-„ E 0.0525 0.3648 0.0301 0.03130 0.00085 66.27 67.56 3.00 294.15 98.15 25.54 38.26 91.43 72.79 38.74 7.85 25.14 0.1417 0.9852 0.0812 0.08453 0.00229 178.95 182.44 8.11 794.33 265.05 68.98 1 103.33 246.88 1 196.55 104.62 21.20 67.88 0.0445 0.3091 0.0255 1 0.02652 0.00072 1 56.14 57.23 1 2.54 249.18 83.15 1 21.64 1 32.41 1 77.45 1 61.66 1 32.82 1 6.65 1 21.29 0.0050 0.0350 0.0029 0.00300 0.000081 1 6.35 6.48 1 0.29 28.21 9.41 2.45 3.67 8.77 6.98 3.72 0.75 2.41 0.0316 0.2194 0.0181 0.01883 0.00051 1 39.86 40.64 1 1.81 176.92 59.04 15.36 23.01 54.99 43.78 23.30 4.72 15.12 Page 12 of 22 Newport Banning Ranch Proposed Project Residential & Commercial Sites Toxic Inventory HARP Model Inputs 0.003699 ° a 0.030429 c 0.088430 0.001009 9 V ® L q L 0.040180 9 0 u n ° `o O L L 0.082170 U L OU m V 0.003699 0.049090 0.030429 0.008910 0.088430 0.001009 0.001177 0.000672 T 0.029375 0.040180 0.000504 0.000168 0.002858 0.009988 0.132562 0.082170 L a E cy 0.238793 v 0.003178 0.001816 0.001486 c 0.108501 u o Ts O L d L O H 9 T % E Q �� 0.000466 i,o c 0.000427 w 0.002421 0.000355 1 0.004707 1 0.002918 1 0.000854 1 0.008480 1 0.000097 U 1 0.000064 1 0.000053 C 1 0.003853 V L Q = 0 O `o a. d a, d E N O j, q 4 t°I V U L X L ,p Y n n O L O 0.003699 0.049090 0.030429 0.008910 0.088430 0.001009 0.001177 0.000672 0.000550 0.029375 0.040180 0.000504 0.000168 0.002858 0.009988 0.132562 0.082170 0.024061 0.238793 0.002724 0.003178 0.001816 0.001486 0.079323 0.108501 0.001362 0.000454 0.007718 0.003133 0.041585 0.025777 0.007548 0.074910 0.000854 0.000997 0.000570 0.000466 0.024884 0.034037 0.000427 0.000142 0.002421 0.000355 1 0.004707 1 0.002918 1 0.000854 1 0.008480 1 0.000097 1 0.000113 1 0.000064 1 0.000053 1 0.002817 1 0.003853 0.000048 0.000016 0.000274 0.002225 1 0.029526 1 0.018302 1 0.005359 1 0.053187 1 0.000607 1 0.000708 1 0.000404 1 0.000331 1 0.017668 1 0.024167 0.000303 1 0.000101 0.001719 10.80 143.30 68.83 C L N a d ° u u r T L 85.76 ° Q 2 a a C O `o d O L L a m V L O N D d 10.80 143.30 68.83 26.01 258.14 2.94 3.44 1.96 T L 85.76 a s 1.47 0.491 8.34 29.16 386.97 a m E E N 697.08 a 9.28 5.30 4.37 u 316.74 3.98 1.325 22.53 9.15 121.39 75.25 22.03 218.68 2.49 2.91 1.66 1.37 72.65 99.36 1.25 0.416 7.07 1.04 13.74 8.52 2.49 24.75 0.28 0.33 0.19 0.16 8.22 1 11.25 0.14 S 0.80 6.49 V 53.43 @ o c 1.77 y a V L O L 2 O 1 70.55 0 1 0.295 5.02 O 4 U. U. L L L E O^ N N C t O L O 10.80 143.30 68.83 26.01 258.14 2.94 3.44 1.96 1.62 85.76 117.29 1.47 0.491 8.34 29.16 386.97 239.87 70.24 697.08 7.95 9.28 5.30 4.37 231.58 316.74 3.98 1.325 22.53 9.15 121.39 75.25 22.03 218.68 2.49 2.91 1.66 1.37 72.65 99.36 1.25 0.416 7.07 1.04 13.74 8.52 2.49 24.75 0.28 0.33 0.19 0.16 8.22 1 11.25 0.14 1 0.047 0.80 6.49 86.19 53.43 15.64 155.26 1.77 2.07 1.18 0.97 51.58 1 70.55 0.89 1 0.295 5.02 Page 13 of 22 Newport Banning Ranch Proposed Project Residential & Commercial Development: URBEMIS Inputs residential du= 1375 Residential Units Tripsldaylunit Acres Net Trips Reduction Onsite Travel mi Condo/Townhouse High -rise 730 Units type gross trips gr rate (Internal net trips net rate 5.42 19.5 1,203 750 0.5 Capture 423 8.93 63.0 3,776 750 0.5 Recreational onlv) Trips/clay/unit Acres Phl SFDU 141 du 1349 9.57 4.91 11 368 Townhomes /Condos 87 du 505 5.81 25 57 560 Park 12 ac 27 2.28 Stri Mall i 751 67.61 1882 1 5,070 1 160 0.10 Ph 1 + 2 SFDU 423 du 4,048 9.57 272 3776 8.93 new rates in yellow due to internal capture Townhomes /Condos 222 du 1,290 5.81 87 1203 5.42 High -Rise Res Condos/Townhouse 730 du 3,051 4.18 205 2847 3.90 Shopping Center 75 ksf 5,633 75.11 563 5070 67.6 Park 25 ac 57 2.28 0 57 2.28 Hotel 75 rm 368 4.91 0 368 4.91 TOTAL 14,447 1126 13321 Reduction 1,126 NET (minus pass -by{ internal capture) 12,096 residential du= 1375 Residential Units Tripsldaylunit Acres Net Trips Onsite Travel m Onsite Travel mi Condo/Townhouse High -rise 730 3.90 21.0 2,847 750 0.5 Tonwhomes /Condos 222 5.42 19.5 1,203 750 0.5 Single-family 423 8.93 63.0 3,776 750 0.5 Recreational Rooms Trips/clay/unit Acres Hotel 75 4.91 11 368 500 0.3 City Park 2.28 25 57 560 0.3 Mixed Use ksf Tripsldaylsf Stri Mall i 751 67.61 1 5,070 1 160 0.10 'As measured in AERMOD All trips are calculated for 2 miles rouncitrip onsite URBEMIS default trip lengths offsite Average Distance Residential Average Distance Commercial Page 14 of 22 0.5 0.1 1,609 meters /mi Newport Banning Ranch Residential & Commercial Development Peak Summer Annual Onsite Emissions (URBEMIS2007 Output) Page:1 1111 61200 9 11:43:54 AM Urbemis 2007 Version 9.2.4 Combined Annual Emissions Reports (Tons/Year) File Name: C: \Documents and Settings\TRAVISKR \Desktop \Newport Banning Ranch \NBR HRA 11_11_ 09\ResCommDevelopmentv4.urb924 Project Name: Newport Banning Ranch Project Location: Orange County On -Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: AREA SOURCE EMISSION ESTIMATES TOTALS (tons /year, unmitigated) OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (mrstyaec, unmitigated) Dust TOTALS (tons/yme, unmitigated)- No Dust SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES TOTALS (tona/year, unmitigated) Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Annual Tons Per Year, Unmitigated Source Natural Gas Harts Landscape Consumer Products Architectural Coatings TOTALS (tons/yaar, unmitigated) Parochial of residences with wood stoves changed from 10% to 0% Percentage of residences with wood fireplaces changed from 5% to 0% Percentage of residences with natural gas fireplaces changed from 85% to 100% Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Annual Tans Per Year, Unmitigated Source Single family housing Condottownhouse general Condottownhouse high rise City park Hotel Ship mell TOTALS (tons/yeaq unmitigated) ROG NO. CO 14.56 3.26 ROG NOX CO 4.55 2A8 4.55 2.48 Dust - - ROG NOx CO 19.11 5.74 ROG NOX 4 0.25 3.20 0.00 000 074 Too 12.87 0.70 14.56 3.26 S02 PM10 PM2.5 CO2 6.32 0.00 0.02 0.02 4,083.69 S02 PM10 Phil CO2 2778 0.00 124 028 1,149.08 27.76 0.00 0.13 0.10 1,149.08 - - 1.11 0.18 - S02 PM10 PM2.5 CO2 34.10 010 126 0.30 5.23237 S02 PM10 PM2.5 CO2 1.46 0.00 0.01 001 4,069.99 0.00 d oO run 0.00 5,60 gas 0.00 001 0.01 8.10 6.32 0.00 002 0.02 4,083.69 ROG NOX CO S02 PM10 PM25 CO2 1.45 0.79 9.57 0.00 0.54 0.12 461.76 0.54 0.25 105 600 0.17 ON 147.09 1.45 0.59 7.21 600 0.41 009 348.02 0.03 0.01 019 060 000 0.00 2.25 0.13 006 0.55 000 0 01 0.00 1404 0.95 0.78 7SH 0.00 0.11 0.03 175.92 4.55 2.48 27.78 0.00 124 0.28 1,149.08 Page 15 of 22 Newport Banning Ranch Residential & Commercial Development Peak Summer Annual Onsite Emissions (URBEMIS2007 Output) Operational Seding5: Includes corm n for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2015 Season: Annual Emfao: Version : Emf502007 V23 Nei 1 2006 Summary of Land Uses 02 99.6 0.2 Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 63.00 8.93 dwelling units 423.00 3777.39 1,653.55 Condottownhouse general 19.50 5.42 dwelling units 222.00 1.203.24 526.72 Condottawnhouse high rise 2100 3.90 dwelling units 730.00 2,847 1,24627 City park 228 acres 2500 5700 4.35 Hotel 4.91 rooms 75.00 368.25 25.34 Strip mall 67.60 1000 so It 75 o0 5,070.00 279.61 0.1 0.0 0.0 13,322.88 3.735.84 Vehicle Fleet Mix Vehicle Type Light Aura Light Truck< 3750 lips Light Truck 3751 -5750 as Mad Truck 5751- 85001bs Lite -Heavy Truck 8501 - 10,000 Its Lte -Heavy Truck 10,001 - 14,000 Ibis Ma Heavy Truck 14,001 - 33,000 to. Heavy -Heavy Truck 33,001-60,000 Its Other Bus Urban Bus Motorcycle School Bus Motor Home Travel Conditions Urban Trip Length (miles) Rural Trip Length (miles) Trip speeds (mph) is of Tdp. - Residential %of Trips - Commercial (by land use) City park Hotel Strip mall Percent Type Non - Catalyst Catalyst Diesel 11 02 99.6 0.2 6.9 00 98.6 1.4 24.2 0.0 100.0 0.0 10.9 0.0 100.0 0.0 1.7 0o 824 17.6 0.5 do 60.0 40.0 0.9 0.0 22.2 77.8 0.2 0.0 0.0 100.0 0.1 0.0 0.0 100.0 0.0 0.0 0.0 0.0 2.9 511 483 0.0 0.1 0.0 0.0 1000 0.8. 0.0 87.5 12.5 Non- Catalyst Catalyst Diesel 0.1% 50.6% 0.1% - 6.8% 0.1% 24.2% - 10.9% - 1.4% 0.3% 0.3% 0.2% 0.2% 0.7% - 0.2% - 0.1% 1.5% 1.4% - 0.1% - 0.7% 0.1% 1.6% 96.5% 1.9% Residential Commercial Home-Work Home Shop Home Other Commute Non -Work Customer (1 0.5 0.5 0.1 0.1 0.1 0.5 0.5 0.5 0.1 0.1 0.1 30.0 30.0 30.0 30.0 30.0 30.0 32.9 180 49.1 So 2.5 925 So 2.5 925 2.0 1.0 97.0 Page 16 of 22 Newport Banning Ranch Residential & Commercial Development Peak Summer Annual Offsite Emissions (URBEMIS2007 Output) Page: 1 11/11/200903:17:31 PM Urbemis 2007 Version 9.2.4 Combined Annual Emissions Reports (Tons/Year) File Name: CADocuments and Settings \TRAVISKR1DesktoplNewport Banning Ranch \NBR HRA 11_ 11_ 09\ ResCommDevelopmentv4- Offsite.urb924 Project Name: Newport Banning Ranch Project Location: Orange County On -Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off -Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: AREA SOURCE EMISSION ESTIMATES TOTALS (tonslyear, unmitigated) OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (tonslyear, unmitigated) SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES TOTALS (tonslyear, unmitigated) Area Source Unmifigated Detail Report: AREA SOURCE EMISSION ESTIMATES Annual Tons Per Year, Unmitigated Source Natural Gas Hearth Landscape Consumer Products Architectural Coatings TOTALS nonslyear, unmitigated) Area Source Changes to Defaults Percentage of residences with wood stoves changed from 10% to 0% Percentage of residences with wood fireplaces changed from 5% to 0% Percentage of residences with natural gas fireplaces changed from 85% to 100% Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Annual Tons Per Year, Unmitigated Source Single family housing Condohownhouse general Condoltownhouse high rise City park Hotel Strip mall TOTALS (tans /year, unmitigated) ROG NOx CO $02 PM10 PM2.5 CO2 14.56 3.26 6.32 0.00 0.02 0.02 4,083.69 ROG NOx CO S02 PM10 PM2.5 CO2 1176 12.74 121.82 0.18 30.54 5.90 17,573.02 ROG NOx CO S02 PM10 PM25 CO2 26,32 16.00 128.14 0.18 30.56 5.92 21,656.71 ROG NOx CO S02 PM10 PM2.5 CO2 0.25 3.20 1.46 0.00 0.01 0.01 4,069.99 0.00 0.00 0.00 0.00 0.00 0.00 5.60 0.74 0.06 4.86 0.00 0.01 0.01 8.10 12.87 0.70 14.56 3.26 6.32 0.00 0.02 0.02 4,083.69 ROG NOX CO S02 PM10 PM25 CO2 3.70 4.28 41.59 0.06 10.52 2.03 6,053.03 1.25 1.36 13.25 0.02 3.35 0.65 1,926.12 3.14 3.23 31.34 0,05 7.93 1.53 4,562.14 0.06 0.05 0.48 0.00 0.12 0.02 71.03 0.32 0.31 2.84 0.00 0.72 0.14 41432 3.29 3.51 32.32 0.05 7.90 1.53 4,543.98 11.76 12.74 121.82 0.18 30.54 5.90 17,573.02 Page 17 of 22 Newport Banning Ranch Residential & Commercial Development Peak Summer Annual Offsite Emissions (URBEMIS2007 Output) Operational Settings: Includes correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2015 Season: Annual Emfac: Version : Emfac2007 V2.3 Nov 12006 Summary of Land Uses Commercial Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 63.00 8.93 dwelling units 423.00 3,777.39 33,411.02 CondoAOwnhouse general 19.50 5.42 dwelling units 222.00 1,203.24 10,642.66 Condo /townhouse high rise 21.00 3.90 dwelling units 730.00 2,847.00 25,181.72 City park 18.0 2.28 acres 25.00 57.00 395.01 Hotel 4.91 rooms 75.00 368.25 2,301.11 Strip mall 67.60 1000 sg R 75.00 5,070.00 25,089.45 2.0 13,322.88 97,020.97 Vehicle Fleet Mix Vehicle Type Percent Type Non- Catalyst Catalyst Diesel Light Auto 50.8 112 99.6 0.2 Light Truck< 3750 lbs 6.9 0.0 98.6 1.4 Light Truck 3751 -5750 lbs 24.2 0.0 100.0 0.0 Mad Truck 5751-8500 Its 10.9 0.0 100.0 0.0 Lite -Heavy Truck 8501 - 10,000 lbs 1.7 0.0 82.4 17.6 Lite -Heavy Truck 10,001- 14,0001bs 0.5 0.0 60.0 40.0 Med -Heavy Truck 14,001 - 33,000 lbs 0.9 0.0 221 77.8 Heavy -Heavy Truck 33,001- 60,0001Its 0.2 0.0 0.0 100.0 Other BUS 0.1 0.0 0.0 100.0 Urban Bus 0.0 0.0 0.0 0.0 Motorcycle 2.9 51.7 48.3 0.0 School Bus 0.1 0.0 0.0 100.0 Motor Home 0.8 0.0 87.5 12.5 Travel Conditions Urban Trip Length (miles) Rural Trip Length (miles) Trip speeds (mph) % of Trips - Residential % of Trips - Commercial (by land use) City park Hotel Strip mall Residential Commercial Home -Work Home -Shop Home -Other Commute Non -Work Customer 12.7 7.0 9.5 13.3 7.4 8.9 17.6 12.1 14.9 15.4 9.6 12.6 30.0 30.0 30.0 30.0 30.0 30.0 32.9 18.0 49.1 5.0 2.5 92.5 5.0 2.5 92.5 2.0 1.0 97.0 Page 18 of 22 Newport Banning Ranch Residential & Commercial Development Peak Summer & Winter Daily Onsite Emissions (URBEMIS2007 Output) 11/16/2009 11:43:40 AM Urbemis 2007 Version 9.2.4 Combined Winter Emissions Reports (Pounds/Day) File Name: C: \Documents and Settings \TRAVISKR \Desktop \Newport Banning Ranch \NBR HRA 11_ 11 _09 \ResCommDevelopmentv4.urb924 Project Name: Newport Banning Ranch Project Location: Orange County On -Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 12006 Off -Road Vehicle Emissions Based on: OFFROAD2007 Summary Report : AREA SOURCE EMISSION ESTIMATES ROG Nos CO S02 PMlD PM2.5 CO2 TOTALS(lbslday, unmRigated) 76.21 26.32 11.75 0,06 0.74 0.73 33,500.14 OPERATIONAL (VEHICLE) EMISSION ESTIMATES ROG NOx CO S02 PM10 PM25 CO2 TOTALS (Ibslday, unmitigated) 23.15 14.97 171.86 OD6 6.77 1.54 6,04839 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG Ni CO S02 PM10 PM25 CO2 TOTALS (Ibslday, unmitigated) - Winter 99.36 41.29 183.61 0.12 7.51 2.27 39,548.53 TOTALS(lbslday, unmRigated) - Summer 105.52 30,74 176.99 0.07 6.88 1.65 28,765.94 Area Source Unmitigated Detail Report : AREA SOURCE EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOx CO S02 PM10 PM25 CO2 Natural Gas 1.35 17.55 8.02 0.00 0.03 0.03 22,301.32 Hearth 0.51 8 .77 3.73 0.06 0.71 0.70 11,198.82 Landscaping - No Winter Emissions Consumer Products 70.54 Architectural Coatings 3.81 TOTALS (Ibslday, unmitigated) 76.21 26.32 11.75 0.06 0.74 0.73 33,500.14 Area Source Changes to Defaults Percentage of residences with wood stoves changed from 10% to 0% Percentage of residences with wood fireplaces changed from 5% to 0% Percentage of residences with natural gas fireplaces changed from 85% to 100% Operational Unmitigated Detall Report : OPERATIONAL EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOX CO 802 Pi PM25 CO2 Single family housing 7.47 4.78 57.43 OD2 2.96 0.65 2,420.43 Condo/townhouse general 2.62 1.52 18.29 0,01 0.94 0.21 771,00 Condoftownhouse high rise 6 .74 3.60 43.28 0.02 2.23 0.49 1,824.27 City park 0.13 0.05 D.56 ODO 0.01 0.00 12.04 Hotel 0.60 0.34 3.63 0,00 0.05 0.01 75.28 Ship mall 5.59 4.68 48.67 0.01 0.58 0.18 945,37 TOTALS (Ibslday, unmitigated) 23.15 14.97 171.86 006 6.77 1.54 6,048.39 Page 19 of 22 Newport Banning Ranch Residential & Commercial Development Peak Summer & Winter Daily Onsite Emissions (URBEMIS2007 Output) Operational Settings: Includes correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2015 Temperature (F): 60 Season: Winter Earl Version : Emfac2007 V2.3 Nov 12006 Summary of Land Use Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 63.00 8.93 dwelling units 423orl 3,777.39 1,653.55 Condottownhcuse general 19.50 5.42 tlwelling units 22200 1,203.24 526.72 Condo /townhouse high rise 21.00 3.90 dwelling units 730.00 2,847.00 1,246.27 City park 2.28 acres 25.00 57.00 4.35 Hotel 4.91 rooms 75.00 368.25 25.34 Strip mail 67.60 1000 sq it 75.00 5,070.00 279.61 13,322.88 3,735.84 Vehicle Fleet Mix Vehicle Type Percent Type Non- Catall Camlyst Diesel Light Auto 50.8 0.2 99.6 0.2 Light Truck< 3750 Ibs 6.9 0.0 98.6 1.4 Light Truck 3751- 57501bs 24.2 0.0 100.0 0.0 Med Truck 5751 -8500 Ina 10.9 0.0 100.0 0.0 Lite -Heavy Truck 8501 - 10,000 lbs 1.7 0.0 82.4 17.6 Lite -Heavy Truck 10,001 -14, 000 the 0.5 0.0 60.0 4110 Med-Heavy Truck 14,001- 33,000lips 0.9 0.0 22.2 77.8 Heavy-Heavy Truck 33,001 - 60,000 Ibs 0.2 0.0 0.0 100.0 Other Bus 0.1 0.0 0.0 100.0 Urban Bus 0.0 0.0 0.0 0.0 Motorcycle 2.9 51.7 48.3 0.0 School Bus 0.1 0.0 0.0 100.0 Motor Home 0.8 0.0 87.5 12.5 Travel Conditions Residential Commercial Home -Work Home -Shop Homei Commute Non -Work Customer Urban Trip Length (miles) 0.5 0.5 0.5 0.1 0.1 0.1 Rural Trip Length (miles) 0.5 0.5 0.5 0.1 0.1 01 Trip speeds (mph) 30.0 30,0 30.0 30.0 30.0 30.0 %of Trips - Residential 32.9 18,0 49.1 % of Trips - Commercial (by land use) City park 5.0 2.5 92.5 Hotel 5.0 2.5 92.5 Strip mall 2.0 1.0 97.0 Page 20 of 22 Newport Banning Ranch Residential & Commercial Development Peak Summer & Winter Daily Offsite Emissions (URBEMIS2007 Output) 11/11/2009 03:18:13 PM Urbemis 2007 Version 9.2.4 Combined Winter Emissions Reports (Pounds /Day) File Name: C\Documents and Settings \TRAVISKR \Desktop \Newport Banning RancMNBR HRA 11_ 11_ 09\ ResCommDevelopmentv4- Offsite.urb924 Project Name: Newport Banning Ranch Project Location: Orange County On -Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off -Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: AREA SOURCE EMISSION ESTIMATES TOTALS (Ibs /day, unmitigated) - Winter TOTALS (Ibs /day, unmitigated) - Summer OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (Ibs /day, unmitigated) - Winter TOTALS (Ibs /day, unmitigatetl) - Summer SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES TOTALS (Ibs /day, unmitigated) - Winter TOTALS (Ibs/day, unmitigated) - Summer Area Source Unmitigated Detail Report : AREA SOURCE EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source Natural Gas Hearth Landscaping - No Winter Emissions Consumer Products Architectural Coatings TOTALS (Ibs /day, unmitigated) Area Source Changes to Defaults Percentage of residences with wood stoves changed from 10% to 0% Percentage of residences with wood fireplaces changed from 5% to 0% Percentage of residences with natural gas fireplaces changed from 85% to 100% Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source Single family housing Condo /townhouse general Condo /townhouse high rise City park Hotel Strip mall TOTALS (Ibs /day, unmitigated) ROG NOx CO S02 PM10 PM25 CO2 76.21 26.32 11.75 0.06 0.74 0.73 33.500.14 79.73 17.87 34.63 0.00 0.11 0.11 22,345.68 ROG NOx CO S02 PM10 PM2.5 CO2 67.43 78.94 649.02 0.84 167.33 3238 89,851.79 63.09 65.23 676.76 1.00 167.33 32,38 99,509.77 ROG NOx CO S02 PM10 PM2.5 CO2 143.64 105.26 660.77 0.90 168.07 33.11 123,351.93 142.82 63.10 711.39 1.00 167.44 3249 121,855.45 ROG NOx CO S02 PM10 PM2.5 CO2 1.35 17.55 8.02 0.00 0.03 0.03 22,301.32 0.51 8.77 3.73 0.06 0.71 0.70 11,198.82 70.54 3.81 76.21 26.32 11.75 0.06 0.74 0.73 33,500,14 ROG NOX CO S02 PM10 PM25 CO2 21.22 26.55 219.87 0.29 57.62 11.15 30,950.00 6.99 8.46 70.04 0.09 18.35 3.55 9,858.73 17.10 20.01 165.71 0.22 43.43 8.40 23,326.86 0.32 0.32 2.56 0.00 0.68 0.13 362.99 1.77 1.91 15.27 0.02 3.97 0.77 2,119.73 20.03 21.69 175.57 0.22 43.28 8.38 23,233.48 67.43 78.94 649.02 0.84 167.33 32.38 89,851.79 Page 21 of 22 Newport Banning Ranch Residential & Commercial Development Peak Summer & Winter Daily Offsite Emissions (URBEMIS2007 Output) Operational Settings: Includes correction for passby trips Does not include double counting adjustment for internal tips Analysis Year: 2015 Temperature (F): 60 Season: Winter Emfac: Version : Emfac2007 V2.3 Nov 1 2006 Summary of Land Uses Commute Nan -Work Customer Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 63.00 8.93 dwelling units 423.00 3,777.39 33,411.02 Condo /townhouse general 19.50 5.42 dwelling units 222.00 1,203.24 10,642.66 Condo /townhouse high rise 21.00 3.90 dwelling units 730.00 2,847.00 25,181.72 City park 2.28 acres 25.00 57.00 395.01 Hotel 4.91 rooms 75.00 368.25 2,301.11 Strip mall 87.60 1000 sq ft 75.00 5,070.00 25,089.45 13,322.88 97,020.97 Vehicle Fleet Mix Vehicle Type Percent Type Non - Catalyst Catalyst Diesel Light Auto 50.8 0.2 99.6 0.2 Light Truck< 37501bs 6.9 0.0 98.6 1.4 Light Truck 3751 -5750 lbs 24.2 0.0 100.0 0.0 Mad Truck 5751 -8500 Iles 10.9 0.0 100.0 0.0 Lite-Heavy Truck 8501- 10,000Ilea 1.7 0.0 82.4 17.6 Lile -Heavy Truck 10,001 - 14,000 lbs 0.5 0.0 60.0 40.0 Med -Heavy Truck 14,001 - 33,000 Its 0.9 0.0 22.2 77.8 Heavy -Heavy Truck 33,001 - 60,000 lbs 0.2 0.0 0.0 100.0 Other Bus 0.1 0.0 0.0 100.0 Utan Bus 0.0 0.0 0.0 0.0 Motorcycle 2.9 51.7 48.3 0.0 Schaal Bus 0.1 0.0 0.0 100.0 Motor Home 0.8 0.0 87.5 12.5 Travel Conditions Urban Trip Length (miles) Rural Trip Length (miles) Tnp speeds (mph) % of Trips - Residential % of Trips - Commercial (by land use) City park Hotel Strip mall Residential Home -Work Home -Shop Home -Other 12.7 7.0 9.5 17.6 12.1 14.9 30.0 30.0 30.0 32.9 18.0 49.1 Page 22 of 22 Commercial Commute Nan -Work Customer 13.3 7.4 8.9 15.4 9.6 12.6 30.0 30.0 30.0 5.0 2.5 92.5 5.0 2.5 92.5 2.0 1.0 97.0 Attachment B AERMOD Output Files = Newport Banning Rach Baseline AERMOD Model +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ** AERMOD Input Produced by: ** AERMOD View Ver. 6.2.1 ** Lakes Environmental Software Inc. ** Date: 11/13/2009 ** File: C: \Documents and Settings \TRAVISKR \Desktop \Newport Banning Ranch \NBR SON ll ll 09 \AERMOD \Base2.ADI ** AERMOD Control Pathway +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ CO STARTING TITLEONE Newport Banning Ranch TITLETWO Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 MODELOPT DFAULT CONC AVERTIME 1 PERIOD URBANOPT 3010759 Orange_COUnty POLLUTID ALL FLAGPOLE 1.80 RUNORNOT RUN SAVEFILE Base2.svl 5 Base2.sv2 CO FINISHED ** AERMOD Source Pathway SO STARTING * Source Location ** ** Source ID - Type - x Coord. - Y Chord. ** LOCATION MOWl AREAPOLY 412354.475 3721005.122 7.610 ** DESCRSRC Mowing Site 1 LOCATION MOW2 AREAPOLY 412473.735 3721156.373 5..390 ** DESCRSRC Mowing Site 2 LOCATION MOW3 AREAPOLY 412649.545 3721726.187 30.480 ** DESCRSRC Mowing Site 3 LOCATION MOW4 AREAPOLY 412539.438 3722794.787 19.660 ** DESCRSRC Mowing Site 4 LOCATION MOWS AREAPOLY 412596.960 3722182.169 28.960 ** DESCRSRC Mowing Site 5 LOCATION NBOPS AREAPOLY 412261.824 3721043.447 0.110 ** DESCRSRC NB Oil Wells Operations - Baseline & Future Site LOCATION WNOCEAST AREAPOLY 412637.159 3721798.385 30.780 ** DESCRSRC Existing WNOC wells & mobile equipment - East Area LOCATION WNOCFEST AREAPOLY 412637.159 3721798.385 30.780 ** DESCRSRC Existing WNOC wells & mobile equipment dust - East Area LOCATION WNOC FEW AREAPOLY 412080.608 3721811.024 2.710 ** DESCRSRC Existing WNOC mobile equipment fugitive dust - NW Area LOCATION WEPT NW AREAPOLY 412080.608 3721811.024 2.710 ** DESCRSRC Existing WNOC mobile equipment - NW Area ** Source Parameters ** SRCPARAM MOW1 4.297E -5 5.000 5 1.200 AREAVERT MOW1 412354.475 3721005.122 412455.404 3721048.768 AREAVERT MOW1 412578.156 3720977.844 412482.682 3720849.637 AREAVERT MOWl 412471.771 3720841.454 SRCPARAM MOWS 5.461E -06 5.000 16 1.200 Page 1 of 94 Newport Banning Rach Baseline AERMOD Model AREAVERT MOW2 412473,135 3721156,373 412640.896 3721220.620 AREAVERT MOW2 412665,446 3721217.892 412670.902 3721291.543 AREAVERT MOW2 412752.736 3721348.827 412883.671 3721433.389 AREAVERT MOW2 412913.677 3721444.301 412987.328 3721474.307 AREAVERT MOW2 413175.547 3721157.880 412842.754 3721092.413 AREAVERT MOW2 412845.482 3720887.826 412812.748 3720893.282 AREAVERT MOW2 412812.746 3720822.359 412692.724 3720940.780 AREAVERT MOW2 412703,635 3720977,463 412545.422 3721095.140 SRCPARAM MOW3 2.537E -5 5.000 8 1.200 AREAVERT MOW3 412649.545 3721726.187 412754.005 3721524.324 AREAVERT MOW3 412831.644 3721568.085 412878.228 3721462.213 AREAVERT MOW3 412789.296 3721414.218 412713.068 3721426.922 AREAVERT MOW3 412646.133 3721424.099 412611.431 3721436.215 SRCPARAM MOW4 1.282E -5 5,000 18 1.200 AREAVERT MOW4 412539.438 3722794.787 412463.210 3722797.610 AREAVERT MOW4 412440.624 3722783.494 412399.687 3722766.317 AREAVERT MOW4 412371.454 3722786.317 412341.810 3722762.320 AREAVERT MOW4 412313.578 3722767.966 412251.466 3722679.034 AREAVERT MOW4 412319.224 3722633.862 412275.464 3722368.476 AREAVERT MOW4 412311,868 3722357,546 412333.897 3722352.262 AREAVERT MOW4 412366.922 3722345.761 412400.607 3722370.445 AREAVERT MOW4 412429.461 3722367.751 412464.364 3722400.944 AREAVERT MOW4 412432.154 3722508.227 412533.791 3722766.554 SRCPARAM MOW5 5.864E -06 5.000 24 1.200 AREAVERT MOW5 412596.960 3722182.169 412550.465 3722030.345 AREAVERT MOW5 412521,884 3721944,039 412493.010 3721905.579 AREAVERT MOW5 412432.222 3721739.885 412399.983 3721600.124 AREAVERT MOW5 412363.366 3721420.600 412339.770 3721425.352 AREAVERT MOW5 412314.350 3721422.760 412298.381 3721387.634 AREAVERT MOW5 412316.902 3721335.906 412369.195 3721295.341 AREAVERT MOW5 412415.565 3721262.122 412434.961 3721325.313 AREAVERT MOW5 412530,456 3721268,119 412562.676 3721281.908 AREAVERT MOW5 412566.717 3721315.074 412549.986 3721375.800 AREAVERT MOW5 412583.789 3721436.862 412621.195 3721641.639 AREAVERT MOWS 412631.952 3721812.282 412712.788 3721813.925 AREAVERT MOW5 412782.755 3721825.838 412716.388 3721954.170 SRCPARAM NBOPS 6.529E -5 5.000 20 1.200 AREAVERT NBOPS 412261.824 3721043.447 412279,246 3721046,686 AREAVERT NBOPS 412297.173 3721053.857 412320.479 3721058.339 AREAVERT NBOPS 412324.960 3721043.997 412316.893 3721026.966 AREAVERT NBOPS 412324.960 3720984.838 412337.510 3720977.667 AREAVERT NBOPS 412336.613 3720966.014 412341.095 3720962.428 AREAVERT NBOPS 412341.991 3720947.190 412347.370 3720936.227 AREAVERT NBOPS 412342.888 3720932.849 412351,851 3720910,440 AREAVERT NBOPS 412351.851 3720905.958 412346.473 3720898.787 AREAVERT NBOPS 412355.437 3720854.865 412364.400 3720661.140 AREAVERT NBOPS 412364.438 3720839.244 412266.726 3720852.354 SRCPARAM WNOCEAST 1.728E -06 5.000 33 1.200 AREAVERT W OCEAST 412637.159 3721796.365 412636.886 3721671.524 AREAVERT WNOCEAST 412579,182 3721264,868 412542.024 3721250.326 AREAVERT WNOCEAST 412461.711 3721304.028 412447.887 3721142.311 AREAVERT WNOCEAST 412687.243 3720972.593 412673.304 3720907.651 AREAVERT WNOCEAST 412655.924 3720833.243 412615.651 3720810.240 AREAVERT WNOCEAST 412587.694 3720847.265 412593.893 3720935.954 AREAVERT W OCEAST 412606.397 3720980.813 412462.720 3721074.427 AREAVERT WNOCEAST 412388,726 3721054,934 412346.278 3721075.626 AREAVERT WNOCEAST 412304.524 3721104.247 412283.622 3721185.899 AREAVERT WNOCEAST 412281.662 3721360.191 412079.252 3721689.551 AREAVERT WNOCEAST 412084.091 3721809.328 412241.193 3721918.999 AREAVERT WNOCEAST 412243.629 3722027.992 412277.157 3722388.811 AREAVERT W OCEAST 412300.768 3722523.961 412382.485 3722760.896 Page 2 of 94 Newport Banning Rach Baseline AERMOD Model AREAVERT WNOCEAST 412432,990 3722773,404 412495.591 3722756.011 AREAVERT WNOCEAST 412483,531 3722687,002 412420.656 3722483.509 AREAVERT WNOCEAST 412550.266 3722274.906 412632.433 3722126.595 AREAVERT WNOCEAST 412797.113 3721813.733 SRCPARAM WNOCFEST 1.728E -06 0.000 33 1.200 AREAVERT WNOCFEST 412637.159 3721798.385 412636.888 3721671.524 AREAVERT W OCFEST 412579.182 3721264.866 412542.024 3721250.326 AREAVERT WNOCEAST 412461,711 3721304,028 412447.887 3721142.311 AREAVERT WNOCFEST 412687.243 3720972.593 412673.304 3720907.651 AREAVERT WNOCFEST 412655.924 3720633.243 412615.651 3720810.240 AREAVERT WNOCFEST 412587.694 3720847.265 412593.893 3720935,954 AREAVERT WNOCFEST 412608.397 3720980.813 412462.720 3721074.427 AREAVERT W OCFEST 412388.726 3721054.934 412346.278 3721075.626 AREAVERT WNOCEAST 412304,524 3721104,247 412283.622 3721185.899 AREAVERT WNOCFEST 412281.862 3721360.191 412079.252 3721689.551 AREAVERT WNOCFEST 412084.091 3721809.326 412241.193 3721918.999 AREAVERT WNOCEAST 412243.629 3722027.992 412277.157 3722388,811 AREAVERT WNOCFEST 412300.768 3722523.961 412382.485 3722760.896 AREAVERT W OCFEST 412432.990 3722773.404 412495.591 3722756.011 AREAVERT WNOCFEST 412483,531 3722687,002 412420.656 3722483.509 AREAVERT WNOCFEST 412550.266 3722274.906 412632.433 3722126.595 AREAVERT WNOCFEST 412797.113 3721813.733 SRCPARAM WNOC FNW 2.07E -06 0.000 13 1.200 AREAVERT WNOC FNW 412080.608 3721811.024 412076.564 3721692.553 AREAVERT W OC FNW 411929.735 3721741.547 411697.395 3722069.153 AREAVERT WNOC_FNW 411856,696 3722781,737 412184.812 3722771.734 AREAVERT WNOC FNW 412229.811 3722730.500 412377.640 3722759.067 AREAVERT WNOC FNW 412314.495 3722560.136 412296.253 3722526.180 AREAVERT WN0C_FNW 412274.849 3722398.350 412247.338 3722091,223 AREAVERT WNOC FNW 412237.230 3721921.215 SRCPARAM W OC NW 2.07E -06 5.000 13 1.200 AREAVERT WNOC NW 412080.608 3721811.024 412076,564 3721692,553 AREAVERT WNOC NW 411929.735 3721741.547 411697.395 3722069.153 AREAVERT WNOC NN 411856.696 3722781.737 412184.812 3722771.734 AREAVERT WNOC NW 412229.811 3722730.500 412377.640 3722759,067 AREAVERT WNOC NW 412314.495 3722580.138 412298.253 3722526.180 AREAVERT W OC NW 412274.849 3722398.350 412247.336 3722091.223 AREAVERT WNOC NW 412237.230 3721921.215 URBANSRC NBOPS URBANSRC WNOCEAST URBANSRC WNOC FNW URBANSRC WNOC NW URBANSRC MOW1 URBANSRC MOW2 URBANSRC MOW3 URBANSRC MOW4 URBANSRC MOWS URBANSRC WNOCFEST ** Variable Emissions Type: "By Hour -of -Day" ** Variable Emission Scenario: "OPS" EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT WNOCEAST HROFDY 1 1 1 1 1 1 EMISFACT WNOCEAST HROFDY 1 1 1 1 1 1 EMISFACT WNOCEAST HROFDY 1 1 1 1 1 1 EMISFACT WNOCEAST HROFOY 1 1 1 1 1 1 EMISFACT WNOC FNW HROFDY 1 1 1 1 1 1 EMISFACT W OC FNW HROFDY 1 1 1 1 1 1 Page 3 of 94 EMISFACT WNOC FNW HROFDY 1 1 1 1 1 1 EMISFACT WNOC_FNW HROFDY 1 1 1 1 1 1 EMISFACT WNOC—NW HROFDY 1 1 1 1 1 1 EMISFACT WNOC NW HROFDY 1 1 1 1 1 1 EMISFACT WNOC NW HROFDY 1 1 1 1 1 1 EMISFACT WNOC NW HROFDY 1 1 1 1 1 1 EMISFACT MOW1 HROFDY 1 1 1 1 1 1 EMISFACT MOW1 HROFDY 1 1 1 1 1 1 EMISFACT MOW1 HROFDY 1 1 1 1 1 1 EMISFACT MOW1 HROFDY 1 1 1 1 1 1 EMISFACT MOW2 HROFDY 1 1 1 1 1 1 EMISFACT MOW2 HROFDY 1 1 1 1 1 1 EMISFACT MOW2 HROFDY 1 1 1 1 1 1 EMISFACT MOWS HROFDY 1 1 1 1 1 1 EMISFACT MOW3 HROFDY 1 1 1 1 1 1 EMISFACT MOW3 HROFDY 1 1 1 1 1 1 EMISFACT MOWS HROFDY 1 1 1 1 1 1 EMISFACT MOW3 HROFDY 1 1 1 1 1 1 EMISFACT MOW4 HROFDY 1 1 1 1 1 1 EMISFACT MOW4 HROFDY 1 1 1 1 1 1 EMISFACT MOW4 HROFDY 1 1 1 1 1 1 EMISFACT MOW4 HROFDY 1 1 1 1 1 1 EMISFACT MOWS HROFDY 1 1 1 1 1 1 EMISFACT MOWS HROFDY 1 1 1 1 1 1 EMISFACT MOWS HROFDY 1 1 1 1 1 1 EMISFACT MOWS HROFDY 1 1 1 1 1 1 EMISFACT WNOCFEST HROFDY 1 1 1 1 1 1 EMISFACT WNOCFEST HROFDY 1 1 1 1 1 1 EMISFACT WNOCFEST HROFDY 1 1 1 1 1 1 EMISFACT WNOCFEST HROFDY 1 1 1 1 1 1 SRCGROUP NBOPS NBOPS SRCGROUP WNOCEAST WNOCEAST SRCGROUP WNOC NW WNOC NW SRCGROUP WNOC_FNW WNOC FNW SRCGROUP WNOCFEST WNOCFEST SRCGROUP MOWl MOW1 SRCGROUP MOW2 MOW2 SRCGROUP MOWS MOWS SRCGROUP MOW4 MOW4 SRCGROUP MOWS MOWS SO FINISHED +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ** AERMOD Receptor Pathway ++ RE STARTING INCLUDED Base2.rou RE FINISHED ** AERMOD Meteorology Pathway ME STARTING SURFFILE SNANKXOB.SFC PROFFILE SNANKXOB.PFL SURFDATA 72297 2008 UAIRDATA 3190 2008 Newport Banning Rach Baseline AERMOD Model Page 4 of 94 Newport Banning Rach Baseline AERMOD Model PROFBASE 0 METERS ME FINISHED ** AERMOD Output Pathway xxxxx xxxx xx xx xx xx xxxx xxxxxxxxxxxxxxxxxxx 00 STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST ** Auto - Generated Plotfiles PLOTFILE 1 SHOPS 1ST Base2.AD \01H1G001.PLT PLOTFILE PERIOD SHIPS BaSe2.AD \PE00G001.PLT PLOTFILE 1 WNOCEAST 1ST Base2.A0 \OlHl G002.PLT PLOTFILE PERIOD WNOCEAST Base2.AD \PEOOG002.PLT PLOTFILE 1 WNOC NW 1ST Base2.AD \01H1G003.PLT PLOTFILE PERIOD WNOC NW Base2.AD \PEOOG003.PLT PLOTFILE 1 WNOC_FNW 1ST Base2.AD \O1H1G004.PLT PLOTFILE PERIOD WNOC FNW Base2.AD \PEOOG004.PLT PLOTFILE 1 WNOCFEST 1ST Base2.AD \OlHl G005.PLT PLOTFILE PERIOD WNOCFEST Base2.AD \PEOOG005.PLT PLOTFILE 1 MOW1 1ST Base2.AD \01H1G006.PLT PLOTFILE PERIOD MOW1 Base2.AD \PEOOG006.PLT PLOTFILE 1 MOW2 1ST Base2.AD \O1H1G007.PLT PLOTFILE PERIOD MOW2 Base2.AD \PEOOG007.PLT PLOTFILE 1 MOW3 1ST Base2.AD \OlHl G008.PLT PLOTFILE PERIOD MOW3 Base2.AD \PE00G006.PLT PLOTFILE 1 MOW4 1ST Base2.AD \O1H1G009.PLT PLOTFILE PERIOD MOW4 Basel AD \PEOOG009.PLT PLOTFILE 1 MOWS 1ST Base2.AD \O1H1GO10.PLT PLOTFILE PERIOD MOWS Base2.AD \PE00G010.PLT 00 FINISHED Message Summary For ARMOR Model Setup - - - -- Summary of Total Messages - - - - -- • Total of 0 Fatal Error Message(s) • Total of 2 Warning Message(s) • Total of 0 Informational Message(s) xx xx xx xx FATAL ERROR MESSAGES xx xxxx xx * ** NONE * ** * * * * * * ** WARNING MESSAGES * * * * * * ** OU W565 277 OUPLOT:POSSible Conflict With Dynamically Allocated FUNIT PLOTFILE 00 W565 278 PERPLT:POSSible Conflict With Dynamically Allocated FBNIT PLOTFILE * ** SETUP Finishes Successfully * ** ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 7 * ** ARMOR - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Bps and Existing Fenceline Receptors 11/13/09 * *MODELOPTS: RegDFABLT CONC FLGPOL Page 5 of 94 ELEV Newport Banning Rach Baseline AERMOD Model *** MODEL SETUP OPTIONS SUMMARY *'* - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * *Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIC -- **NO GAS DEPOSITION Data Provided. * *NO PARTICLE DEPOSITION Data Provided. * *Model Uses NO DRY DEPLETION. DRYDPLT = F * *Model Uses NO WET DEPLETION. WETDPLT = F * *Model Uses URBAN Dispersion Algorithm for the SBL for 10 Sonrce(s), for Total of 1 Urban Area(s): Urban Population = 3010759.0 ; Urban Roughness Length = 1.000 m * *Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay for URBAN /Non -S02. 6. Urban Roughness Length of 1.0 Meter Assumed. * *Model Accepts FLAGPOLE Receptor Heights. * *Model Calculates 1 Short Term Average(s) of: 1 -HR and Calculates PERIOD Averages * *This Run Includes: 10 Source(s)p 10 Source Group(s);. and 105 Receptor(s) * *The Model Assumes A Pollutant Type of: ALL * *Model Set To Continue RUNning After the Setup. Testing. * *Output Options Selected: Model Outputs Tables of PERIOD Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) * *NOTE: The Following Flags May Appear Following COMO Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours * *Misc. Inputs: Base. Elev. for Pot. Temp. Profile (m MSL) = 0.00 ; Decay Coef. = 0.000 Rot. Angle .= Emission Units - GRAM5 /SEC 7 Emission Rate Unit Factor - 0.10000E+ Output Units = MICROGRAMS /M * *3 * *Approximate Storage Requirements of Model = 3.6 MB of RAM. * *File for Saving Result Arrays: Base2.svl 7 ** AERMOD - VERSION 09292 * ** -* Newport Banning Ranch * ** * ** Baseline Oilfield One and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL ELEV * ** AREAPOLY SOURCE DATA * ** NUMBER EMISSION RATE LOCATION OF AREA BASE RELEASE NUMBER INIT. URBAN EMISSION RATE Page 6 of 94 Newport Banning Rach Baseline AERMOD Model SOURCE PART. (GRAMS /SEC X Y ELEV. HEIGHT OF VENTS. SO SOURCE SCALAR VARY IN - - - - - - CATS. - - - - /METER--2) - - - - - - (METERS) (METERS) - - - - - - - - - - (METERS) - - - - - (METERS) - - - - - - - - - - (METERS) - - - - - - - - - BY - - - - - - - - - MOW1 0 0.42970E -04 412354.5 3721005.1 7.6 5.00 5 1.20 YES HROFDY MOW2 0 0.54610E -05 412473.7 3721156.4 5.4 5.00 16 1.20 YES HROFDY MOWS 0 0.25370E -04 412649.5 3721726.2 30.5 5.00 8 1.20 YES HROFDY MOW4 0 0.12820E -04 412539.4 3722794.8 19.7 5.00 18 1.20 YES HROFDY MOWS 0 0.58640E -05 412597.0 3722182.2 29.0 5.00 24 1.20 YES HROFDY NBOPS 0 0.65290E -04 412261.8 3721043.4 0.1 5.00 20 1.20 YES HROFDY WNOCEAST 0 0.17280E -05 412637.2 3721798.4 30.8 5.00 33 1.20 YES HROFDY WNOCFEST 0 0.17280E -05 412637.2 3721798.4 30.8 0.00 33 1.20 YES HROFDY WNOC FNW 0 0.20700E -05 412080.6 3721611.0 2.7 0.00 13 1.20 YES HROFDY WNOC NW 0 0.20700E -05 412080.6 3721811.0 2.7 5.00 13 1.20 YES HROFDY 7 * ** AERMOD. - VERSION 09292 * ** * ** Newport Banning Ranch .xx * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** SOURCE IDs DEFINING SOURCE GROUPS * ** GROUP ID SOURCE IDs NBOPS NBOPS I WNOCEAST WNOCEAST, WNOC NW WNOC NW WNOC FNW WNOC FNW, WNOCFEST WNOCFEST, MOW1 MOW1 I MOW2 MOW2 I MOW3 MOW3 I MOW4 MOW4 I MOW5 MOWS 1 7 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFAULT GONG ELEV FLGPOL * SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY Page 7 of 94 Newport Banning Rach Baseline AERMOD Model HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOURCE ID = MOW1 , SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9. .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = BOWS SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = MOW3 SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = MOW4 SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = MOW5 SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 6 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E 7 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY * HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOURCE ID = NBOPS , SOURCE TYPE = AREAPOLY : 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20. .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID - WNOCEAST SOURCE TYPE = AREAPOLY : 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E Page 8 of 94 7 .10000E +01 13 .10000E +01 19 .10000E +01 SOURCE ID = WNOCFEST ; 1 .10000E +01 7 .10000E +01 13 .10000E +01 19 .10000E +01 SOURCE ID = WNOC FNW ; 1 .10000E +01 7 .10000E +01 13 .10000E +01 19 .10000E +01 SOURCE ID = WNOC NW , 1 .10000E +01 7 .10000E +01 13 .10000E +01 19 .10000E +01 Newport Banning Rach Baseline AERMOD Model 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 1.8 .10000E 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE TYPE = AREAPOLY 3722481.0, 28.8, 28.8, 1.8); ( 412467.4, 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 8 .10000E +01 9. .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE TYPE = AREAPOLY 1.8); ( 412696.6, 3722100.4, 30.8, 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE TYPE = AREAPOLY 3721036.3, 1.8, 1.8, ( 412246.8, 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E 7 *'* AERMOD - VERSION 09292 ' *' *'* Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09. * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** DISCRETE CARTESIAN RECEPTORS ' *' (X- COORD, Y- COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 412489.8, 3722582.2, 22.6, 25.6, 1.8)p ( 412553.3, 3722330.9, 24.7, 29.0, ( 412524.4, 3722386.3, 17.7, 30.2, 1.8); ( 412497.9, 3722433.6, 29.9, 29.9, ( 412475.4, 3722481.0, 28.8, 28.8, 1.8); ( 412467.4, 3722520.3, 26.4, 27.7, ( 412594.2, 3722278.7, 28.6, 28.6, 1.8); ( 412609.5, 3722233.7, 29.6, 29.6, ( 412659.3, 3722176.7, 30.2, 30.2, 1.8); ( 412731.5, 3722032.2, 31.1, 31.1, ( 412776.5, 3721942.3, 31.7, 31.7, 1.8); ( 412696.6, 3722100.4, 30.8, 30.8, ( 413165.1, 3721124.9, 30.8, 30.8, 1.8)p ( 412982.0, 3721085.6, 27.5, 27.5, ( 412880.8, 3720974.8, 27.1, 27.1, 1.8); ( 412180.5, 3721337.9, 2.1, 21.6, ( 412126.7, 3721479.6, 1.9, 27.1, 1.8); ( 412179.7, 3721036.3, 1.8, 1.8, ( 412246.8, 3720839.9, 1.5, 1.5., 1.8); { 412523.3, 3720798.4, 4.0, 21.0, ( 412785.0, 3720680.9, 3.2, 21.0, 1.8); ( 412827.5, 3720655.2, 3.2, 21.0, ( 412829.4, 3720662.6, 20.1, 20.1, 1.8); ( 412867.5, 3720847.4, 16.4, 25.0, ( 412868.8, 3721078.4, 28.7, 28.7, 1.8)p ( 413200.7, 3721146.0, 30.8, 30.8, ( 412993.4, 3721499.5, 24.6, 32.0, 1.8); ( 412898.6, 3721458.1, 26.1, 30.8, ( 412839.3, 3721588.4, 30.8, 30.8, 1.8); ( 412760.3, 3721546.9, 30.5., 30.5, ( 412651.7, 3721745.4, 30.7, 30.7, 1.8); ( 412713.9, 3721778.0, 31.4, 31.4r ( 412811.7, 3721775.0, 32.0, 32.0, 1.8); ( 412824.5, 3721806.6, 32.1, 32.1, ( 412450.2, 3722501.8, 27.9, 27.9, 1.8); ( 412561.8, 3722805.0, 21.2, 27.7, ( 411744.2, 3722808.9, 1.5, 1.5, 1.8)p ( 411738.3, 3722781.3, 1.5, 1.5, ( 411839.0, 3722776.3, 1.8, 1.8, 1.8); ( 411656.3, 3722071.3, 1.5, 1.5, ( 411781.7, 3721849.1, 0.5, 0.5., 1.8); ( 411839.0, 3721823.4, 0.2, 0.2, ( 411878.5, 3721756.3, 1.5, 1.5., 1.8); { 411861.7, 3721715.8, 1.5, 1.5, ( 412070.1, 3721660.5, 1.8, 26.2, 1.8); ( 412172.2, 3721496.6, 0.2, 28.7, ( 412240.4, 3721353.4, 0.4, 28.0, 1.8); ( 412254.0, 3721277.3, 0.0, 23.8, ( 412249.4, 3721236.8, 0.0, 20.1, 1.8)p ( 412249.0, 3721171.0, 0.0, 17.4, ( 412257.0, 3721136.6, 0.0, 17.4, 1.8); ( 412256.9, 3721096.9, 0.0, 17.1, Page 9 of 94 ( 412242.8, 3721038.4, ( 412431.2, 3720812.3, ( 412697.8, 3720720.1, ( 412828.8, 3720793.5, ( 412868.4, 3721001.4, ( 413034.8, 3721112.2, ( 413159.2, 3721216.7, ( 413076.3, 3721358.1, ( 412946.0, 3721478.8, (412724.1, 3721613.1, ( 412777.7, 3721893.5, ( 412684.2, 3722067.3, ( 412590.6, 3722241.1, ( 412497.0, 3722414.9, ( 412506.0, 3722653.4, ( 412471.0, 3722805.4, ( 412269.3, 3722806.3, ( 412107.6, 3722807.2, ( 411925.9, 3722808.0, 7 * ** AERMOD - VERSION 09292 * ** * *MODELOPTs: RegDFADLT CONC FLGPOL ( 411788.6, 3722779.8, ( 411793.8, 3722601.5, ( 411748.7, 3722424.8, ( 411703.5, 3722248.0, ( 411699.5, 3721997.2, ( 411931.2, 3721697.4, ( 412121.1, 3721578.6, ( 412244.8, 3720939.1, 7 * ** AERMOD - VERSION 09292 * ** * *MODELOPTs: RegDFADLT GONG FLGPOL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Newport Banning Rach Baseline AERMOD Model 0.0, 17.1, 1.8)p 1.8); ( 412339.0, 3722689.9, 3720826.1, 1.6, 2.1, 1.8, 17.7, 4.9, 18.9, 1.8); ( 412610.6, 1.8, 3720759.3, 1.5, 4.9, 1.8); 21.6, 3.3, 21.6, 1.8); ( 412828.1, 1.5, 3720724.4, 1.8); 11.0, 20.4, 18.1, 19.5, 1.5, 1.8); ( 412868.0, 1.8); 3720924.4, 24.0, 24.0, 28.0, 26.0, 22.9, 1.8); ( 412951.8, 3721095.3, 27.0, 26.2, 27.7, 29.2, 29.2, ( 412206.3, 1.8)p ( 413117.7, 3721129.1, 28.7, 30.8, 16.8, 30.8, 31.1, 31.1, 1.8); ( 413117.8, 3721267.4, Newport Banning 31.7, 31.7, 31.7, 31.7, 1.8); ( 413034.8, Baseline Oilfield 3721428.8, Existing Fenceline 30.8, 30.8, 26.3, 30.8, 1.8); { 412868.9, 3721523.2, 30.6, 30.6, 30.8, 30.8, 1.8); ( 412687.9, 3721679.2, 30.7, 30.7, 31.9, 31.9, 1.8); ( 412730.9, 3721960.4, 31.4, 31.4, 30.8, 30.8, 1.8)p ( 412637.4, 3722154.2, 29.9, 29.9, 29.6, 29.6, 1.8); ( 412543.8, 3722328.0, 25.8, 25.8, 29.1, 29.1, 1.8); ( 412478.1, 3722577.6, 21.9, 26.5, 24.4, 29.9, 1.8); { 412533.9, 3722729.2, 26.2, 29.6, 6.3, 29.9, 1.8); ( 412380.1, 3722805.8, 3.0, 29.9, 2.7, 2.7, 1.8); ( 412196.5, 3722806.7, 2.4, 2.4, 2.1, 2.1, 1.8); ( 412016.8, 3722807.6, 2.1, 2.1, 2.0, 2.0, 1.8); ( 411835.1, 3722808.5, 1.8, 1.8, * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09, * ** ELEV * ** DISCRETE CARTESIAN RECEPTORS * ** (X- COORD, Y- COORD, ZELEV, ZHILL, ZFLAG) (METERS) 1.5, 1.5, 1.8)p ( 411816.4, 3722689.9, 1.6, 1.8, 1.8, 1.8, 1.8); ( 411771.2, 3722513.2, 1.8, 1.8, 1.5, 1.5, 1.8); ( 411726.1, 3722336.4, 1.5., 1.5, 1.5, 1.5, 1.8); { 411680.9, 3722159.7, 1.5, 1.5, 1.5, 1.5, 1.8); ( 411740.6, 3721923.2, 1.2, 1.2, 1.5, 22.9, 1.8); ( 412000.6, 3721676.9, 1.5, 26.2, 0.0, 28.0, 1.8)p ( 412206.3, 3721425.0, 0.4, 28.7, 1.5, 16.8, 1.8); * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** ELEV * ** METEOROLOGICAL DAYS SELECTED FOR PROCESSING * ** (1-YES; 0 =N0) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. * ** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES * ** (METERS /SEC) Page 10 of 94 Newport Banning Rach Baseline AERMOD Model 1.54, 3.09, 5.14, 8.23, 10.80, 7 * ** AERMOD. - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ups and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFAULT COUP ELEV FLGPOL * ** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA * ** Surface file: SNANKX08.SFC Met Version: 06 Profile file: SNANKX08.PFL Surface format: FREE Profile format: FREE Surface station no.: 72297 Upper air station no.: 3190 Name: UNKNOWN Na..: UNKNOWN Year: 2006 Year: 2008 First 24 hours of scalar data YR MO DY JDY HR NO U* W* DT /DZ ZICNV ZIMCH M -0 LEN ZO BOWEN ALBEDO REF WE WD HT REF TA - - 08 - 01 - - 01 - - - 1 01 - - - - -999.0 - -9.000 - - - - -9.D00 - - - - -9.000 - - - - -999. - - - -999. - - - - - - 99999.0 - - - 0.16 - - - - - 1.15 - - 1.00 - - - - 0.00 - - - G. - - - 10.0 - - - - - 285.9 - 2 08 01 01 1 02 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 283.1 2 06 01 01 1 03 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 08 01 01 1 04 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 260.9 2 08 01 01 1 05 -999.0 - 9..000 -9.D00 - 9..000 -99.9. -99.9. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 282.0 2 08 01 01 1 O6 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 06 01 01 1 07 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 08 01 01 1 08 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 0.53 0.00 0. 10.0 283.1 2 08 01 01 1 09 17.7 -9.000 -9.000 -9.000 46. -999. - 99999.0 0.16 1.15 0.31 0.00 0. 10.0 288.1 2 08 01 01 1 10 44.0 -9.000 -9.000 -9.000 96. -999. - 99999.0 0.16 1.15 0.24 0.00 0. 10.0 292.0 2 08 01 01 1 11 62.8 - 9..000 -9.000 - 9..000 169. -99.9. - 99999.0 0.16 1.15 0.21 0.00 0. 10.0 295.4 2 08 01 01 1 12 71.1 -9.000 -9.000 -9.000 277. -999. - 99999.0 0.16 1.15 0.20 0.00 0. 10.0 295.4 2 06 01 01 1 13 70.7 -9.000 -9.000 -9.000 397. -999. - 99999.0 0.16 1.15 0.20 0.00 0. 10.0 295.9 2 08 01 01 1 14 60.8 0.179 0.944 0.010 500. 174. -8.5 0.11 1.15 0.21 1.50 189. 10.0 295.9 2 06 01 01 1 15 41.4 0.173 0.866 0.011 567. 165. -11.2 0.11 1.15 0.24 1.50 202. 10.0 294.2 2 08 01 01 1 16 15.9 -9.000 -9.000 -9.000 593. -999. - 99999.0 0.16 1.15 0.33 0.00 0. 10.0 294.2 2 08 01 01 1 17 -13.8 0.258 -9.000 - 9..000 -99.9. 301. 112.4 0.13 1.15 0.60 3.10 51. 10.0 29.3.1 2 08 01 01 1 18 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 290.9 2 08 01 01 1 19 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 290.4 2 08 01 01 1 20 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 267.0 2 06 01 01 1 21 -3.4 0.069 -9.000 -9.000 -999. 41. 8.6 0.13 1.15 1.00 1.50 30. 10.0 287.0 2 08 01 01 1 22 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 285.9 2 08 01 01 1 23 -999.0 -9.000 -9.000 -9.000 -99.9. -99.9. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 284.2 2 08 01 01 1 24 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 283.1 2 First hour of profile data YR MO DY HR HEIGHT F WDIR WSPD ANN IMP sigmaA sigmaW sigmaV 08 01 01 01 10.0 1 -999. -99.00 286.0 99.0 -99.00 -99.00 F indicates top of profile ( =1) or below ( =0) 7 * ** AERMOD - VERSION 09292 • ** * ** Newport Banning Ranch • ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFAULT PONT ELEV FLGPOL * ** THE PERIOD ( 8784 MRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS INCLUDING SUURCE(S): NBOPS , Page 11 of 94 Newport Banning Rach Baseline AERMOD Model * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * ** THE PERIOD ( 8784 HAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SHIPS ** INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF ALL X -COORD (M) Y -COORD (M) CONC IN MICROG RAM S /M * *3 *Y Page 12 of 94 X -COORD (M) Y -COORD (M) CONC ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412469.85 - - - - - - - 3722582,17 - - - - - - - - - 0.82148 - - - - - - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 1,12907 412524,37 3722386,27 1,15387 412497,88 3722433,64 0,84289 412475.40 3722481.01 0.79848 412467.37 3722520.35 0.79673 412594.22 3722276.69 1.17859 412609.40 3722233.72 1.26041 412659.26 3722176.72 1.46662 412731.52 3722032.20 1.95082 412776.48 3721942.28 2.28976 412698.60 3722100.45 1.70958 413165.07 3721124.95 1.08440 412982.01 3721085.61 1.63049 412880.85 3720974,81 1,48220 412180.50 3721337.95 5,77612 412126.66 3721479.63 3.27537 412179.67 3721036.32 25.30694 412246.64 3720639.91 23.31722 412523.33 3720796.43 2.93316 412785.01 3720680.92 0.81208 412827.47 3720655.25 0.68422 412829.44 3720862.62 1.13364 412867.53 3720847.44 1.07183 412866.63 3721076.36 2.19826 413200.67 3721146.03 1.04901 412993.36 3721499.53 2,73410 412898.56 3721458.06 3,27962 412839.32 3721588.41 3.18146 412760.32 3721546.93 3.85207 412651.70 3721745.41 3.11315 412713.91 3721776.00 2.95922 412811.67 3721775.04 2.77561 412824.50 3721806.64 2.64774 412450.25 3722501.81 0.77196 412561.84 3722804.97 0.72316 411744.21 3722606.92 0.37526 411736.29 3722781.27 0.36423 411839.01 3722778.30 0,39657 411658.31 3722071,28 0,86071 411781.74 3721849.10 1.24171 411839.01 3721823.42 1.31804 411876.51 3721756.20 1.50569 411661.72 3721715.79 1.62106 412070.08 3721660.49 1.96120 412172.22 3721496.62 3.39889 412240.44 3721353.39 6.72558 412254.01 3721277.35 10.02879 412249.37 3721236.76 12.07047 412246.99 3721170.97 16.32466 412257.01 3721138.64 25,32489 412256,89 3721096,95 38,35958 412242.84 3721038.39 53.39809 412339.00 3720826.08 15.32807 412431.17 3720812.26 4.96903 412610.56 3720759.26 1.61403 412697.78 3720720.09 1.14354 412828.13 3720724.37 0.78475 412828.78 3720793.50 0.87135 412867.96 3720924.41 1.27726 412666.40 3721001.39 1.70996 412951.79 3721095.26 1.63174 413034,75 3721112,20 1,46559 413117,71 3721129.11 1,21159 413159.21 3721216.73 1.25739 413117.75 3721287.43 1.46374 413076.20 3721356.13 1.72492 413034.82 3721426.63 2.07660 412945.96 3721478.80 2.92436 412868.94 3721523.24 3.15720 412724.11 3721613.09 3.79215 412687.91 3721679.25 3.55474 412777.72 3721693.54 2.45066 412730.94 3721980.43 2.11156 412684,16 3722067,33 1,77189 412637.38 3722154,23 1,47791 412590.59 3722241.12 1.20975 412543.81 3722328.02 1.09281 412497.03 3722414.91 0.87306 412476.15 3722577.60 0.82399 J * ** AERMOD - VERSION 09292 • ** * ** Newport Banning Ranch • ** * ** Baseline Oilfield Cps and Existing Fecceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT GONG ELEV FLGPOL * ** THE PERIOD ( 8784 HAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SHIPS ** INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF ALL X -COORD (M) Y -COORD (M) CONC IN MICROG RAM S /M * *3 *Y Page 12 of 94 X -COORD (M) Y -COORD (M) CONC 412506.05 412533.94 3722653.39 3722729.16 412470.99 0,70047 3722805.41 412380.14 412289.30 3722805.85 3722806.29 0,70995 412107.60 412198.45 3722807.16 3722806.73 411925.91 0.57538 3722808.04 412016.75 411788.65 3722807.60 3722779.79 0.45291 411793.84 411835.06 3722601.55 3722808.48 411748.66 0.38614 3722424,79 411816.42 411703.49 3722689.92 3722248.04 0.42420 411699.45 411771.25 3721997.22 3722513.17 411931.17 0.50062 3721697.36 411726,07 412121.15 3722336,41 3721578.56 0,61268 412244.64 411680.90 3720939.15 3722159.66 7 ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 0,75433 412533.94 Y -COORD 3722729.16 CONO 0,70047 0,75923 412380.14 (M) 3722805.85 _ _ _ _ 412489.85 0,70995 0.64292 412198.45 _ _ _ 8.31887 3722806.73 _ _ _ _ _ _ _ _ _ 412553.28 0.57538 0.50987 412016.75 _ _ _ _ _ _ 12.99994 3722807.60 0.45291 0.41107 411835.06 3722808.48 0.38614 0.38868 411816.42 412475.40 3722689.92 3722481.01 0.42420 0.45850 411771.25 412467.37 3722513.17 3722520.35 0.50062 0,55181 411726,07 3722336,41 0,61268 0.68403 411680.90 3722159.66 0.76656 0.96379 411740.60 3722176.72 3721923.16 13.72967 1.08850 1.71914 412000.63 3722032.20 3721678.92 13.04519 1.82042 2.51043 412206.33 3721425.01 4.60322 57.74265 3722100.45 13.51634 413165.07 * ** Newport Banning Ranch 0.44142 412982.01 Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 ELEV * ** THE PERIOD ( 8784 H.RS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCEAST ** INCLUDING SOURCE(S): WNOCEAST, * ** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONO X -COORD (M) Y -COORD (M) CONC _ _ _ _ 412489.85 _ _ _ _ _ _ _ 3722582.17 _ _ _ _ _ _ 8.31887 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 412553.28 _ _ _ _ _ _ _ 3722330.87 _ _ _ _ _ _ _ _ _ 12.99994 412524.37 3722366.27 11.11537 412497.88 3722433.64 12.69610 412475.40 3722481.01 11.69916 412467.37 3722520.35 10.25641 412594,22 3722278.69 13,96959 412609.48 3722233.72 14,87720 412659.26 3722176.72 13.72967 412731.52 3722032.20 13.04519 412776.48 3721942.28 11.11362 412696.60 3722100.45 13.51634 413165.07 3721124.95 0.44142 412982.01 3721085.61 0.65573 412880.85 3720974.81 0.69121 412180.50 3721337.95 2.39187 412126.66 3721479.63 2.74116 412179.67 3721036.32 0.99545 412246,84 3720839.91 0,57128 412523.33 3720798.43 0,48377 412785.01 3720680.92 0.17740 412827.47 3720655.25 0.16132 412829.44 3720662.62 0.41422 412667.53 3720647.44 0.32520 412868.83 3721078.36 1.07068 413200.67 3721146.03 0.43041 412993.36 3721499.53 1.49711 412898.56 3721458.06 1.84429 412639.32 3721588.41 3.15436 412760.32 3721546.93 4.16318 412651,70 3721745.41 13,18465 412713.91 3721778.00 8,82939 412811.67 3721775.04 5.16977 412824.50 3721806.64 5.31773 412450.25 3722501.81 11.74796 412561.64 3722804.97 5.65670 411744.21 3722808.92 0.90666 411738.29 3722781.27 0.92214 411839.01 3722778.30 1.03059 411658.31 3722071.28 1.08439 411781.74 3721849.10 1.32650 411839.01 3721823.42 1.53067 411878.51 3721756,28 1,65295 411861,72 3721715.79 1,50253 412070.08 3721660.49 3.60267 412172.22 3721496.62 3.64199 412240.44 3721353.39 3.35267 412254.01 3721277.35 3.16666 412249.37 3721236.76 2.80927 412248.99 3721170.97 2.25679 412257.01 3721138.64 2.04085 412256.89 3721096.95 1.60066 412242.84 3721036.39 1.14689 412339.00 3720826.08 0.49240 412431.17 3720812,26 0,44217 412610.56 3720759.26 0,37440 412697.78 3720720.09 0.21909 412828.13 3720724.37 0.20091 412826.78 3720793.50 0.27263 412667.96 3720924.41 0.54740 412868.40 3721001.39 0.83950 412951.79 3721095.28 0.75150 413034.75 3721112.20 0.59568 413117.71 3721129.11 0.49646 413159.21 3721216.73 0.55189 413117.75 3721267.43 0.70928 Page 13 of 94 413076.28 (M) 3721358.13 412945.96 3721428.83 3721478.80 412724.11 Y -000RD 3721613.09 412777.72 412868.94 3721893.54 412664.16 - - 3722067.33 412590.59 6.00272 3722241.12 412497.03 - - - - - - - 7.51925 3722414.91 7 ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 0,91062 (M) 413034,82 (M) 3721428.83 X -COORD 1,17465 Y -000RD 1,66619 CONO 412868.94 - - - 3721523.24 - - 2,41292 - - - - - - - - - - - - - - 412533.94 6.00272 - - - - 3722729.18 412687.91 - - - - - - - 7.51925 3721679.25 8.83273 11.10612 412380.14 412730.94 3722605.85 3721960.43 3.66644 14.35536 15.62814 412637.38 412196.45 3722154.23 3722806.73 16.04272 1.73070 15.80988 412543.81 3722328.02 412016.75 13.83375 3722807,60 13.62876 1,24430 412476.15 3722577.60 6.65852 411835.06 * ** Newport Banning Ranch 0.99678 411786.65 3722779.79 ** Baseline Oilfield Cps and Existing Fenceline Receptors 11/13/09 ELEV * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCEAST ** INCLUDING SOURCE(S): WNOCEAST, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONO X -COORD (M) Y -000RD (M) CONO - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - 8.10874 - - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - 7.51925 412470.99 3722605.41 6.26537 412380.14 3722605.85 3.66644 412269.30 3722806.29 2.26199 412196.45 3722806.73 1.73070 412107,60 3722807,16 1,43476 412016.75 3722807,60 1,24430 411925.91 3722808.04 1.10542 411835.06 3722808.48 0.99678 411786.65 3722779.79 0.97277 411816.42 3722689.92 1.08615 411793.84 3722601.55 1.13013 411771.25 3722513.17 1.16093 411748.66 3722424.79 1.17543 411726.07 3722336.41 1.17708 411703.49 3722246.04 1.16269 411680.90 3722159.66 1.13187 411699.45 3721997.22 1,16236 411740.60 3721923.16 1,24415 411931.17 3721697.36 1.87221 412000.63 3721678.92 2.47270 412121.15 3721576.56 3.69161 412206.33 3721425.01 3.39490 412244.84 3720939.15 0.78885 J * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * *MODELOPTS: RegDFAULT CONC FLGPOL ELEV * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC NW ** INCLUDING SOURCE(S): WNOC NW , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) TORT X -COORD (M) Y -COORD (M) TORT - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - - - - - 4.30413 - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 2.25040 412524.37 3722386.27 3.31546 412497.88 3722433.64 2.94173 412475.40 3722481.01 3.48093 412467.37 3722520.35 3.94926 412594.22 3722278.69 1.61491 412609.48 3722233.72 1.35380 412659.26 3722176.72 0.99520 412731.52 3722032.20 0.54305 412776,48 3721942,28 0,37497 412698,60 3722100.45 0,71982 413165.07 3721124.95 0.07736 412982.01 3721085.61 0.08910 412860.85 3720974.81 0.08574 412180.50 3721337.95 0.24399 412126.66 3721479.63 0.39474 412179.67 3721036.32 0.13715 412246.84 3720839.91 0.09833 412523.33 3720798.43 0.08617 412765.01 3720680.92 0.07654 412827.47 3720655.25 0.07463 Page 14 of 94 412829.44 412867,53 3720862,62 3720847,44 412868.83 0,08727 3721078.36 413200.67 412993.36 3721146.03 3721499.53 0,07646 412839.32 412898.56 3721586.41 3721458.06 412651.70 0.13644 3721745.41 412760.32 412811.67 3721546.93 3721775.04 0.15564 412450.25 412713.91 3722501.81 3721778.00 411744,21 0.25718 3722808.92 412824.50 411839.01 3721806.64 3722778.30 0.23901 411781.74 412561.84 3721649.10 3722804.97 411878.51 4.31816 3721756.28 411738.29 412070.08 3722781,27 3721660.49 4,45232 412240.44 411658.31 3721353.39 3722071.28 412249.37 4.35351 3721236,78 411639.01 412257.01 3721823.42 3721138.64 3.74512 412242.64 411861.72 3721036.39 3721715.79 412431.17 2.11112 3720812.26 412172.22 412697.78 3721496.62 3720720.09 0.38094 412826.78 412254.01 3720793.50 3721277.35 412868.40 0.19896 3721001,39 412248.99 413034.75 3721170.97 3721112.20 0,16197 413159.21 412256.89 3721216.73 3721096.95 413076.28 0.14152 3721358.13 412339.00 412945.96 3720826.08 3721478.80 0.09171 412724.11 412610.56 3721613.09 3720759.26 412777,72 0.08244 3721893.54 412828.13 412684.16 3720724.37 3722067.33 0.07906 412590.59 412867.96 3722241.12 3720924.41 412497.03 0.08636 3722414.91 412951,79 J * ** ARMOR - VERSION 09292 * ** * *MODELOPTs: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 0,06590 412867,53 Y -COORD 3720847,44 GONG 0,08727 0,09130 413200.67 (M) 3721146.03 - - - - - - - 412506.05 0,07646 0.13939 412898.56 - - - - - - - 4.22563 3721458.06 - - - 0.13644 0.15639 412760.32 - - - - - - - - - 3721546.93 0.15564 0.25668 412713.91 412380.14 3721778.00 3722805,85 0.25718 0.22537 412824.50 412289.30 3721806.64 3722806.29 0.23901 3.98999 412561.84 3722804.97 4.31816 4,30364 411738.29 3722781,27 4,45232 7.78229 411658.31 3722807.60 3722071.28 15.80478 4.35351 3.27503 411639.01 3722806.04 3721823.42 12.72356 3.74512 2.91293 411861.72 3721715.79 2.11112 1.11881 412172.22 3721496.62 411816,42 0.38094 0.23788 412254.01 8,39321 3721277.35 411793.84 0.19896 0.18370 412248.99 8.43315 3721170.97 0,16197 0.15204 412256.89 3721096.95 0.14152 0.12993 412339.00 411726.07 3720826.08 3722336.41 0.09171 0.08789 412610.56 411703.49 3720759.26 3722248.04 0.08244 0.07943 412828.13 3720724.37 0.07906 0.08156 412867.96 3720924.41 0.08636 0,08663 412951,79 3721923.16 3721095.28 3.88716 0,09188 0.08572 413117.71 3721697.36 3721129.11 2.10960 0.08001 0.08184 413117.75 3721287.43 0.08784 0.09638 413034.82 3721428.83 412206.33 0.10918 0.13536 412868.94 0,29434 3721523.24 412244.84 0.13902 0.17806 412687.91 0.11223 3721679.25 0.21006 0,32219 412730.94 3721980.43 09292 0,46049 0.67488 412637.38 3722154.23 0.99924 1.46575 412543.81 3722326.02 2.24640 2.90301 412478.15 3722577.60 4.53342 * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Ferceline Receptors 11/13/09 ELEV ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC NW ** INCLUDING SOURCE(S): WNOC NW * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS/M * *3 X -COORD (M) Y -COORD (M) GONG X -COORD (M) Y -COORD (M) GONG - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - 4.22563 - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 3.99940 - - - - - - - - - 412470,99 3722605.41 6.04537 412380.14 3722805,85 12,54774 412289.30 3722806.29 14.46483 412198.45 3722806.73 16.62377 412107.60 3722807.16 16.95646 412016.75 3722807.60 15.80478 411925.91 3722806.04 12.72356 411835.06 3722806.48 6.62225 411788.65 3722779.79 5,60895 411816,42 3722689.92 8,39321 411793.84 3722601.55 8.43315 411771.25 3722513.17 8.25394 411746.66 3722424.79 7.93979 411726.07 3722336.41 7.47491 411703.49 3722248.04 6.83440 411680.90 3722159.66 5.90394 411699.45 3721997.22 4.35236 411740.60 3721923.16 3.88716 411931.17 3721697.36 2.10960 412000.63 3721676.92 1.77007 412121,15 3721578.56 0,57832 412206.33 3721425.01 0,29434 412244.84 3720939.15 0.11223 7 ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield CUP and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC Page 15 of 94 ELEV FLGPOL Newport Banning Rach Baseline AERMOD Model * ** THE PERIOD ( 8784 H.RS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC_FNW ** INCLUDING SOURCE(S): WNOC FNW, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M* *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - 4.66492 - - - - - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 2.39046 412524,37 3722386.27 3,52494 412497,88 3722433.64 3,17428 412475.40 3722481,01 3,78578 412467,37 3722520.35 4,30548 412594.22 3722278.69 1.70491 412609.48 3722233.72 1.41740 412659.26 3722176.72 1.03522 412731.52 3722032.20 0.56021 412776.48 3721942.28 0.38296 412698.60 3722100.45 0.74644 413165.07 3721124.95 0.08138 412982.01 3721085.61 0.09459 412860.85 3720974.81 0.09067 412180.50 3721337.95 0.22043 412126,66 3721479.63 0,36189 412179.67 3721036,32 0,12271 412246.84 3720839.91 0.08936 412523.33 3720798.43 0.07937 412785.01 3720680.92 0.07681 412827.47 3720655.25 0.07571 412829.44 3720862.62 0.09016 412867.53 3720847.44 0.09115 412868.83 3721078.36 0.09665 413200.67 3721146.03 0.08013 412993.36 3721499.53 0.14449 412896.56 3721456.06 0.14268 412839.32 3721588.41 0,16359 412760.32 3721546,93 0,16432 412651.70 3721745.41 0.26570 412713.91 3721778.00 0.26483 412811.67 3721775.04 0.23097 412824.50 3721806.64 0.24356 412450.25 3722501.81 4.37578 412561.84 3722804.97 4.67382 411744.21 3722808.92 4.41036 411738.29 3722781.27 4.56294 411639.01 3722776.30 6.87146 411656.31 3722071.26 4.77510 411781,74 3721849.10 3,56507 411839.01 3721823.42 4,46714 411878.51 3721756.28 3.30956 411861.72 3721715.79 2.24505 412070.08 3721660.49 1.13835 412172.22 3721496.62 0.36099 412240.44 3721353.39 0.22597 412254.01 3721277.35 0.18577 412249.37 3721236.78 0.16874 412248.99 3721170.97 0.14662 412257.01 3721136.64 0.13742 412256.89 3721096.95 0.12750 412242,84 3721038.39 0,11684 412339.00 3720826.08 0,08297 412431.17 3720812.26 0.07985 412610.56 3720759.26 0.07769 412697.78 3720720.09 0.07730 412826.13 3720724.37 0.08184 412828.78 3720793.50 0.08553 412867.96 3720924.41 0.09102 412868.40 3721001.39 0.09163 412951.79 3721095.28 0.09751 413034.75 3721112.20 0.09094 413117.71 3721129.11 0.08444 413159.21 3721216,73 0,08562 413117,75 3721287,43 0,09164 413076.28 3721358.13 0.10028 413034.82 3721428.83 0.11374 412945.96 3721476.80 0.14132 412666.94 3721523.24 0.14607 412724.11 3721613.09 0.18693 412687.91 3721679.25 0.21791 412777.72 3721893.54 0.32820 412730.94 3721980.43 0.47287 412684.16 3722067.33 0.69965 412637.36 3722154.23 1.04041 412590.59 3722241,12 1,54154 412543.81 3722328.02 2,39077 412497.03 3722414.91 3.12884 412478.15 3722577.60 4.92305 7 ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RsgDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8764 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC FEW ** INCLUDING SOURCE(S): WNOC FEW, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** Page 16 of 94 Newport Banning Rach Baseline AERMOD Model *' CONC OF ALL IN MICROGRAS/M**3 *' X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - 4.58562 - - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 4.34398 - - - - - - - - - 412470.99 - - - - 412489.85 3722805.41 - - - - 3722582.17 6.59627 412360.14 - - - - - - - - 3722805.85 - - - 13.89367 - - - 412289.30 - - - 3722806,29 15,70634 412198.45 12.69695 3722806.73 412497.88 18,62857 3722433.64 412107.60 14.21097 3722807.16 412475.40 19.37199 412016.75 3722807.60 18.30705 411925.91 3722806.04 15.01359 411635.06 3722276.69 3722806.46 15.61736 7.02804 412609.48 411768.65 3722233.72 3722779.79 16.63225 5.85056 411816.42 3722689.92 9.58499 411793.84 3722601.55 9.53269 411771.25 412776.48 3722513.17 3721942.28 9.27096 12.38281 411746.66 412698.60 3722424.79 3722100.45 6.89505 411726.07 3722336.41 6.37642 411703.49 3722248.04 7,70157 411680.90 0.63883 3722159.66 412880.85 6,73531 3720974.81 411699.45 0.68293 3721997.22 412180.50 4.83630 411740.60 3721923.16 4.24451 411931.17 3721697.36 2.31661 412000.63 3721036.32 3721676.92 1.03954 2.00165 412246.84 412121.15 3720639.91 3721578.56 0.59509 0.55232 412206.33 3721425.01 0.27943 412244.84 3720939.15 0.10127 412827,47 3720655.25 0,16513 J ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 0.40713 412867.53 * ** 0.31624 412666.83 * ** Baseline Oilfield Ops and Existing Fenceline Receptors 1.07409 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HER) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCFEST ** INCLUDING SOURCE(S): WNOCFEST, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** Page 17 of 94 ** CONC OF ALL IN MICROG PAR S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - 9,26286 - - - - - - - - - - - - - - - - - 412553,28 - - - - - - - 3722330,87 - - - - - - 15,24470 - - - 412524.37 3722386.27 12.69695 412497.88 3722433.64 14.21097 412475.40 3722481.01 13.00906 412467.37 3722520.35 11.63516 412594.22 3722276.69 15.61736 412609.48 3722233.72 16.63225 412659.26 3722176,72 15.05311 412731,52 3722032,20 14,47285 412776.48 3721942.28 12.38281 412698.60 3722100.45 14.87442 413165.07 3721124.95 0.42921 412962.01 3721085.61 0.63883 412880.85 3720974.81 0.68293 412180.50 3721337.95 2.55425 412126.66 3721479.63 2.94611 412179.67 3721036.32 1.03954 412246.84 3720639.91 0.59509 412523.33 3720796.43 0.49222 412785.01 3720680.92 0.18111 412827,47 3720655.25 0,16513 412829.44 3720862.62 0.40713 412867.53 3720847.44 0.31624 412666.83 3721076.36 1.07409 413200.67 3721146.03 0.41665 412993.36 3721499.53 1.49762 412898.56 3721458.06 1.84769 412839.32 3721588.41 3.14682 412760.32 3721546.93 4.19527 412651.70 3721745.41 15.69806 412713.91 3721776.00 9.48230 412811,67 3721775.04 5,27870 412824,50 3721806,64 5,42048 412450.25 3722501.81 13.84372 412561.84 3722804.97 6.20162 411744.21 3722806.92 0.93462 411736.29 3722781.27 0.95066 411839.01 3722778.30 1.05965 411658.31 3722071.26 1.11843 411781.74 3721849.10 1.35858 411839.01 3721823.42 1.57374 411876.51 3721756.26 1.70443 411861.72 3721715.79 1.54327 412070.08 3721660.49 4,16978 412172,22 3721496,62 4,23164 412240.44 3721353.39 3.80238 412254.01 3721277.35 3.73163 412249.37 3721236.78 3.28464 412246.99 3721170.97 2.60203 412257.01 3721138.64 2.35060 412256.89 3721096.95 1.75440 412242.84 3721038.39 1.21754 412339.00 3720826.08 0.48618 412431.17 3720812.26 0.42896 412610.56 3720759.26 0.36864 Page 17 of 94 412697,78 (M) 3720720.09 (M) 412828.78 X -COORD 3720793.50 Y -COORD 412868.40 CONC 3721001.39 - - - 413034.75 - - - 3721112.20 - - - - - - - - - - - - - - 412533.94 413159.21 - - - - 3722729.18 3721216.73 - - - - - - - - - - - - - 8.36986 413076.28 3721358.13 412945.96 412380.14 3721476.80 3722805.85 412724,11 3.82009 3721613.09 412777.72 3721893.54 412198.45 412684.16 3722806.73 3722067.33 1.71865 412590.59 3722241.12 412497.03 412016.75 3722414.91 3722807.60 7 ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 0,21644 (M) 412828.13 (M) 3720724,37 X -COORD 0,20302 Y -COORD 0,26932 CONC 412867,96 - - - 3720924,41 - - - 0,54483 - - - - - - - - - - - - - - 412533.94 0.83251 - - - - 3722729.18 412951.79 - - - - - - - - - - - - - 8.36986 3721095.28 0.73947 0.57705 412380.14 413117.71 3722805.85 3721129.11 3.82009 0.46156 0.53523 413117.75 412198.45 3721287.43 3722806.73 0.69449 1.71865 0.89365 413034.82 3721428.83 412016.75 1.15579 3722807.60 1.66635 1.25557 412866.94 3721523.24 2.39049 411835.06 6,20066 3722808.48 412687,91 1,02506 3721679.25 9,50267 13.15613 411816.42 412730.94 3722689.92 3721980.43 1.12006 17.06502 16.60089 412637.38 411771.25 3722154.23 3722513.17 19.26571 1.19966 18.89372 412543.81 3722328.02 411726.07 16.80204 3722336.41 15.73370 1.22267 412478.15 3722577.60 9.81263 411680.90 * ** Newport Banning Ranch 1.16937 411699.45 * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** ELEV * ** THE PERIOD ( 8784 HER) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCFEST ** INCLUDING SOURCE(S): WNOCFEST, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * CONC OF ALL IN MICROG RAM S /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - 9.15971 - - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 8.36986 412470.99 3722805.41 7.22783 412380.14 3722805.85 3.82009 412289.30 3722806.29 2.28616 412198.45 3722806.73 1.71865 412107.60 3722807.16 1.43552 412016.75 3722807.60 1.25557 411925.91 3722808.04 1.12685 411835.06 3722808.48 1,02506 411788.65 3722779.79 1.00234 411816.42 3722689.92 1.12006 411793.64 3722601.55 1.16665 411771.25 3722513.17 1.19966 411748.66 3722424.79 1.21777 411726.07 3722336.41 1.22267 411703.49 3722248.04 1.20486 411680.90 3722159.66 1.16937 411699.45 3721997.22 1.19832 411740.60 3721923.16 1.27756 411931,17 3721697.36 1,93903 412000.63 3721678.92 2,59954 412121.15 3721578.56 4.28045 412206.33 3721425.01 3.83926 412244.64 3720939.15 0.82916 J * ** AERMOD - VERSION 09292 • ** * ** Newport Banning Ranch • ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW1 ** INCLUDING SOURCE(S): MOWl I * ** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF ALL IN MICROG SAM S /M * *3 X -COORD (M) Y -COORD (M) CONS _ _ _ _ _ _ _ X -COORD _ _ _ _ _ _ (M) Y -COORD (M) _ CONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ 412489.85 _ _ _ _ _ _ _ 3722582.17 _ _ _ _ _ _ _ 0.78567 _ _ _ 412553.28 _ _ _ _ _ _ _ 3722330.87 _ _ _ _ _ 1.08124 412524.37 3722386.27 1.05980 412497.88 3722433.64 0.82781 412475.40 3722481.01 0.78476 412467.37 3722520.35 0.77664 412594.22 3722278.69 1.13411 412609.48 3722233.72 1.20207 412659.26 3722176.72 1.37877 412731.52 3722032.20 1.91336 412776.48 3721942.26 2.36906 412696.60 3722100.45 1.62653 Page 18 of 94 Newport Banning Rach Baseline AERMOD Model 413165.07 (M) 3721124,95 (M) 1,80949 412982,01 (M) 3721065.61 (M) 3,12409 412880.85 _ _ _ 3720974,81 _ _ _ _ 2,79830 412180.50 _ _ _ 3721337.95 _ _ 4,72881 412126.66 3721479.63 2.98331 412179.67 3721036.32 7.28008 412246.64 3720639.91 5.37261 412523.33 3720796.43 4.94756 412785,01 3720680.92 0.99042 412827.47 3720655.25 0.81949 412829.44 3720862.62 1.93763 412867.53 3720847.44 1.76222 412666.63 3721076.36 4.75974 413200.67 3721146.03 1.72635 412993.36 3721499.53 4,76390 412898.56 3721458.06 5,88726 412839.32 3721588.41 4.94951 412760.32 3721546.93 5.64891 412651.70 3721745.41 2.95666 412713.91 3721776.00 3.05437 412811.67 3721775.04 3.42394 412824.50 3721806.64 3.24146 412450.25 3722501.81 0.75745 412561.84 3722804.97 0.69039 411744.21 3722806.92 0.37905 411736.29 3722761.27 0.36901 411839.01 3722778.30 0.38931 411658.31 3722071,28 0,82661 411781.74 3721849.10 1.15576 411839.01 3721823.42 1.24185 411876.51 3721756.28 1.41676 411661.72 3721715.79 1.46216 412070.08 3721660.49 1.88739 412172.22 3721496.62 2.90950 412240.44 3721353.39 4.79502 412254.01 3721277.35 6.41802 412249.37 3721236.78 7.40951 412246.99 3721170.97 9.36680 412257.01 3721138.64 10.79810 412256,89 3721096,95 11,97949 412242.84 3721038.39 10.82809 412339.00 3720826.08 8.78952 412431.17 3720812.26 11.44011 412610.56 3720759.26 2.42329 412697.78 3720720.09 1,46720 412828.13 3720724.37 1.03760 412828.78 3720793.50 1.29812 412867.96 3720924.41 2.29587 412666.40 3721001.39 3.41426 412951.79 3721095.26 3.64807 413034,75 3721112,20 2.67741 413117,71 3721129.11 2,07758 413159.21 3721216.73 2.12222 413117.75 3721287.43 2.55229 413076.28 3721356.13 3.13141 413034.82 3721426.63 3.77176 412945.96 3721478.80 5.15566 412868.94 3721523.24 5.21613 412724.11 3721613.09 4.68397 412687.91 3721679.25 3.74640 412777.72 3721693.54 2.61333 412730.94 3721980.43 2.08495 412684,16 3722067,33 1.67416 412637,38 3722154,23 1,38585 412590.59 3722241.12 1.16035 412543.81 3722328.02 1.05232 412497.03 3722414.91 0.85475 412476.15 3722577.60 0.78447 J * ** AERMOD - VERSION 09292 • ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * *MODELOPTS: RegDFAULT GONG ELEV FLGPOL * ** THE PERIOD ( 8784 HAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW1 INCLUDING SOURCE(S): MOW1 I - DISCRETE CARTESIAN RECEPTOR POINTS - ** CONC OF ALL IN MICROG RAM S /M * *3 *Y X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC _ _ _ _ 412506.05 _ _ _ _ _ _ _ 3722653.39 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0.73050 _ _ _ _ _ _ _ _ _ 412533.94 _ _ _ _ _ _ _ 3722729.18 _ _ 0.68381 412470.99 3722805.41 0.66966 412380.14 3722805.85 0.59805 412289.30 3722806.29 0.53032 412196.45 3722806.73 0.47036 412107.60 3722807.16 0.42466 412016.75 3722807.60 0.39618 411925.91 3722808.04 0.38257 411835.06 3722808.48 0.37865 411786.65 3722779.79 0.36879 411816.42 3722689.92 0.42369 411793.84 3722601,55 0,46348 411771,25 3722513.17 0,50901 411748.66 3722424.79 0.56025 411726.07 3722336.41 0.61838 411703.49 3722246.04 0.68306 411680.90 3722159.66 0.75336 411699.45 3721997.22 0.91915 411740.60 3721923.16 1.02789 411931.17 3721697.36 1.61777 412000.63 3721678.92 1.75309 412121.15 3721576.56 2.29191 412206.33 3721425.01 3.67110 Page 19 of 94 Newport Banning Rach Baseline AERMOD Model 412244,84 3720939.15 7.81843 7 ** AERMOD - VERSION 09292 * ** * ** Newport Ea,,iCa Rarch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFADLT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 BRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW2 INCLUDING SOURCE(S): MOW2 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC _ _ _ _ _ _ _ 412489.85 _ _ _ _ _ _ _ 3722582.17 _ _ _ _ _ _ _ _ _ 0.58251 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 412553.28 _ _ _ _ _ _ _ 3722330.87 _ _ _ _ _ _ _ _ _ 0.78907 412524.37 3722386.27 0.80570 412497.88 3722433.64 0.59895 412475.40 3722481.01 0.57340 412467.37 3722520.35 0.57363 412594,22 3722278.69 0,80716 412609.48 3722233.72 0,84911 412659.26 3722176.72 0.96434 412731.52 3722032.20 1.31018 412776.48 3721942.28 1.65551 412696.60 3722100.45 1.12355 413165.07 3721124.95 2.36790 412982.01 3721085.61 4.71130 412880.85 3720974.81 5.45192 412180.50 3721337.95 2.06250 412126.66 3721479.63 1.85202 412179.67 3721036.32 1.26492 412246,84 3720839.91 1,14922 412523.33 3720798.43 2,14308 412785.01 3720680.92 1.14224 412827.47 3720655.25 0.89352 412829.44 3720662.62 2.63547 412667.53 3720647.44 1.82015 412868.83 3721078.36 10.02081 413200.67 3721146.03 2.43680 412993.36 3721499.53 15.58884 412898.56 3721458.06 15.69432 412639.32 3721588.41 5.62351 412760.32 3721546.93 5.05971 412651,70 3721745.41 2,01890 412713.91 3721778.00 2,09469 412811.67 3721775.04 2.63157 412824.50 3721806.64 2.49287 412450.25 3722501.81 0.56256 412561.64 3722804.97 0.51451 411744.21 3722808.92 0.45340 411738.29 3722781.27 0.46300 411839.01 3722778.30 0.47671 411658.31 3722071.28 0.71731 411761.74 3721849.10 0.91877 411839.01 3721823.42 1.00079 411878.51 3721756,28 1,09269 411861,72 3721715.79 1,07882 412070.08 3721660.49 1.55942 412172.22 3721496.62 2.03984 412240.44 3721353.39 2.46177 412254.01 3721277.35 2.45573 412249.37 3721236.76 2.30166 412248.99 3721170.97 2.04607 412257.01 3721138.64 1.96761 412256.89 3721096.95 1.79959 412242.84 3721036.39 1.53479 412339.00 3720826.08 1.42310 412431,17 3720812,26 1.78925 412610.56 3720759.26 2,14821 412697.78 3720720.09 1.79881 412828.13 3720724.37 1.09638 412826.78 3720793.50 1.25390 412667.96 3720924.41 4.13560 412868.40 3721001.39 7.36596 412951.79 3721095.28 6.11143 413034.75 3721112.20 4.24410 413117.71 3721129.11 3.16831 413159.21 3721216.73 6.33076 413117.75 3721267.43 12.96183 413076,28 3721358.13 15,75863 413034,82 3721428.83 17,05137 412945.96 3721478.80 15.79700 412868.94 3721523.24 8.63581 412724.11 3721613.09 3.47505 412687.91 3721679.25 2.57956 412777.72 3721893.54 1.82272 412730.94 3721980.43 1.41981 412684.16 3722067.33 1.15186 412637.38 3722154.23 0.96937 412590.59 3722241.12 0.82243 412543.81 3722326.02 0.76609 412497.03 3722414,91 0.62141 412478.15 3722577.60 0,58611 7 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * *MODELOPTS: RegDFADLT CONC ELEV FLGPOL Page 20 of 94 Newport Banning Rach Baseline AERMOD Model *`* THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW2 INCLUDING SOURCE(S): MOW2 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - 0.53376 - - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - 0.49674 412470.99 3722805.41 0.54360 412380.14 3722805.85 0.51273 412269.30 3722806.29 0.49466 412196.45 3722806.73 0.48540 412107,60 3722807,16 0,48051 412016,75 3722807,60 0,47665 411925.91 3722808.04 0.47139 411835.06 3722808.48 0.46371 411786.65 3722779.79 0.47014 411816.42 3722689.92 0.51233 411793.84 3722601.55 0.54811 411771.25 3722513.17 0.58278 411748.66 3722424.79 0.61491 411726.07 3722336.41 0.64461 411703.49 3722246.04 0.67174 411680.90 3722159.66 0.69636 411699.45 3721997.22 0.77900 411740.60 3721923.16 0,84644 411931.17 3721697.36 1.21018 412000.63 3721678.92 1.36766 412121.15 3721576.56 1.77201 412206.33 3721425.01 2.24631 412244.84 3720939.15 1.33323 413200.67 3721146.03 0.55248 J * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 412896.56 3721456.06 17.25311 412839.32 3721568.41 * ** Baseline Oilfield Ops and Existing Ferceline Receptors 11/13/09 * *MODELOPTS: RegDFAULT CONC FLGPOL ELEV * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW3 INCLUDING SOURCE(S): MOWS I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - - - - - 1.08957 - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 1.82476 412524,37 3722386,27 1.49076 412497.88 3722433,64 1.41161 412475.40 3722481.01 1.27049 412467.37 3722520.35 1.17708 412594.22 3722278.69 2.24711 412609.48 3722233.72 2.56993 412659.26 3722176.72 3.39627 412731.52 3722032.20 6.91982 412776,48 3721942,28 12,00143 412698.60 3722100.45 4,81728 413165.07 3721124.95 0.55618 412982.01 3721085.61 0.66441 412860.85 3720974.81 0.46256 412180.50 3721337.95 1.11565 412126.66 3721479.63 1.22973 412179.67 3721036.32 0.76209 412246.84 3720839.91 0.68078 412523.33 3720798.43 0.66392 412785.01 3720680.92 0.22826 412827.47 3720655.25 0.20036 412829.44 3720862,62 0,35805 412867.53 3720847,44 0,31412 412868.83 3721078.36 0.71614 413200.67 3721146.03 0.55248 412993.36 3721499.53 10.50680 412896.56 3721456.06 17.25311 412839.32 3721568.41 80.18932 412760.32 3721546.93 110.54173 412651.70 3721745.41 26.51660 412713.91 3721778.00 29.49094 412811.67 3721775.04 29.72425 412824.50 3721806.64 25.05126 412450.25 3722501,81 1,19456 412561,84 3722804,97 0,92005 411744.21 3722808.92 0.56716 411738.29 3722781.27 0.57932 411639.01 3722776.30 0.60553 411656.31 3722071.28 0.81632 411781.74 3721849.10 0.93718 411839.01 3721823.42 1.02467 411878.51 3721756.28 1.05452 411861.72 3721715.79 0.97031 412070.08 3721660.49 1.48801 412172.22 3721496.62 1.44213 Page 21 of 94 412240.44 412254,01 3721353.39 3721277,35 412249.37 1,25529 3721236,78 412248.99 412257.01 3721170.97 3721138.64 1,06600 412242.64 412256.89 3721036.39 3721096.95 412431.17 0.95843 3720812.26 412339.00 412697.78 3720826.08 3720720.09 0.77423 412826.78 412610.56 3720793.50 3720759.26 412868.40 0.46790 3721001,39 412828.13 413034.75 3720724.37 3721112.20 0.24245 413159.21 412867.96 3721216.73 3720924.41 413076.28 0.41135 3721358.13 412951,79 412945.96 3721095.28 3721478.80 0,70414 412724.11 413117.71 3721613.09 3721129.11 412777,72 0.61565 3721893,54 413117.75 412684.16 3721287.43 3722067.33 1.11600 412590.59 413034.82 3722241.12 3721428.83 412497.03 4.06284 3722414.91 412868.94 J * ** ARMOR - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 1,34238 412254,01 Y -COORD 3721277,35 GONG 1,25529 1.17446 412248.99 (M) 3721170.97 - - - - - - - 412506.05 1,06600 1.02918 412256.89 - - - - - - - 1.02321 3721096.95 - - - 0.95843 0.64655 412339.00 412470,99 3720826.08 3722605.41 0.77423 0.78896 412610.56 3720759.26 0.46790 0.31408 412828.13 3722806.29 3720724.37 0.62034 0.24245 0.29839 412867.96 3720924.41 412107.60 0.41135 0,53676 412951,79 0.61237 3721095.28 0,70414 0.68330 413117.71 411925.91 3721129.11 3722606.04 0.61565 0.75065 413117.75 3721287.43 1.11600 1.90525 413034.82 3722779.79 3721428.83 0,59268 4.06284 13.96055 412868.94 3721523.24 411793.84 79.83729 103.54659 412687.91 0.69601 3721679.25 76.71409 15,46112 412730.94 411746.66 3721980.43 3722424.79 8,57372 5.09399 412637.38 3722154.23 3.36663 2.41094 412543.81 3722248.04 3722326.02 0.79411 1.61326 1.45585 412478.15 3722577.60 411699.45 1.07557 * ** Newport Banning Ranch 0.86859 411740.60 3721923.16 * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 ELEV * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW3 INCLUDING SOURCE(S): MOWS I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS/M * *3 X -COOK (M) Y -COORD (M) GONG X -COORO (M) Y -COOK (M) GONG - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - 1.02321 - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 0.97865 412470,99 3722605.41 0,72628 412380,14 3722605.85 0,64733 412289.30 3722806.29 0.62034 412198.45 3722806.73 0.61384 412107.60 3722807.16 0.61237 412016.75 3722807.60 0.60939 411925.91 3722606.04 0.60111 411835.06 3722806.48 0.56706 411788.65 3722779.79 0,59268 411816,42 3722689.92 0,65299 411793.84 3722601.55 0.69601 411771.25 3722513.17 0.73058 411746.66 3722424.79 0.75400 411726.07 3722336.41 0.77366 411703.49 3722248.04 0.79411 411680.90 3722159.66 0.81324 411699.45 3721997.22 0.86859 411740.60 3721923.16 0.91053 411931.17 3721697.36 1.10344 412000.63 3721676.92 1.27060 412121,15 3721578.56 1,47462 412206,33 3721425.01 1,37389 412244.84 3720939.15 0.74913 7 -* AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield CUP and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL ELEV * ** THE PERIOD ( 8764 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW4 INCLUDING SOURCE(S): MOW4 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) GONG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412469.85 3722562,17 38,97812 Page 22 of 94 412553.28 3722330.87 2,16667 Newport Banning Rach Baseline AERMOD Model 412524,37 (M) 3722386.27 (M) 6,55159 412497,88 (M) 3722433.64 (M) 13,15757 412475.40 - - - 3722481,01 - - - 24.97803 412467,37 - - - - - - - - - 412533.94 3722520.35 - - - - 3722729.18 33.13306 412594.22 412470.99 3722278.69 3722805.41 1.16873 412609.48 3722233.72 0.87805 412659.26 39.64202 3722176.72 0.64446 412731.52 16.30095 3722032.20 412198.45 0.39532 412776.48 3721942.28 412107.60 0.31226 412698.60 3722100.45 0.48533 413165.07 3722807.60 3721124.95 3.90577 0.08545 412982.01 3722808.04 3721085.61 2.87384 0.07166 412860.85 3720974.81 0.06170 412180.50 3721337.95 0.23034 412126,66 411816.42 3721479.63 3722689.92 0.34465 412179,67 411793.84 3721036,32 3722601.55 0,14330 412246.84 3720839.91 0.09826 412523.33 1.25089 3720798.43 0.06762 412785.01 3720680.92 0.05122 412827.47 3720655.25 0.04925 412829.44 3720862.62 0.06048 412867.53 3720847.44 0.05903 412868.83 3721078.36 0.06816 413200.67 3721146.03 0.09004 412993.36 3721499.53 0.14442 412696.56 3721456.06 0.12651 412839.32 3721588.41 0,15022 412760.32 3721546.93 0,13121 412651.70 3721745.41 0.19098 412713.91 3721778.00 0.20943 412811.67 3721775.04 0.21767 412824.50 3721806.64 0.23284 412450.25 3722501.81 33.28508 412561.84 3722804.97 45.76311 411744.21 3722808.92 1.72703 411738.29 3722781.27 1.66741 411639.01 3722776.30 2.17699 411656.31 3722071.26 0.60397 411781,74 3721849.10 0,55387 411839.01 3721823.42 0,60274 411878.51 3721756.28 0.62156 411861.72 3721715.79 0.58524 412070.08 3721660.49 0.56347 412172.22 3721496.62 0.31496 412240.44 3721353.39 0.20072 412254.01 3721277.35 0.17104 412249.37 3721236.78 0.16245 412248.99 3721170.97 0.14758 412257.01 3721136.64 0.13660 412256.69 3721096.95 0.13102 412242,84 3721038.39 0.12480 412339.00 3720826,08 0,08436 412431.17 3720812.26 0.07529 412610.56 3720759.26 0.06102 412697.78 3720720.09 0.05542 412826.13 3720724.37 0.05314 412828.78 3720793.50 0.05689 412867.96 3720924.41 0.06043 412868.40 3721001.39 0.06313 412951.79 3721095.28 0.07177 413034.75 3721112.20 0.07635 413117.71 3721129.11 0.08296 413159.21 3721216,73 0,09728 413117,75 3721287,43 0,10530 413076.28 3721358.13 0.11490 413034.82 3721428.83 0.12692 412945.96 3721476.80 0.13556 412666.94 3721523.24 0.13490 412724.11 3721613.09 0.14664 412687.91 3721679.25 0.16641 412777.72 3721893.54 0.28047 412730.94 3721980.43 0.34885 412684.16 3722067.33 0.45061 412637.36 3722154.23 0.62087 412590.59 3722241,12 0.93853 412543.81 3722328.02 2,09882 412497.03 3722414.91 10.21603 412478.15 3722577.60 44.76783 7 ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * *MODELOPTE: RsgDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 NEE) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW4 INCLUDING SOURCE(S): MOW4 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - 40.66858 - - - - - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 39.74584 412470.99 3722805.41 53.93648 412380.14 3722805.85 39.64202 412289.30 3722806.29 16.30095 412198.45 3722806.73 8.66845 412107.60 3722807.16 5.58386 412016.75 3722807.60 3.90577 411925.91 3722808.04 2.87384 411835.06 3722808.48 2.19510 411788.65 3722779.79 1.89472 411816.42 3722689.92 1.87459 411793.84 3722601.55 1.54493 411771.25 3722513.17 1.25089 Page 23 of 94 Newport Banning Rach Baseline AERMOD Model 411748.66 (M) 3722424,79 (M) 1,02886 411726.07 (M) 3722336.41 (M) 0,87800 - - - - 412489.85 411703.49 - - - - 3722582.17 3722248.04 - - - - - - - - - - - 2.13369 0.76861 411680.90 - - - - 3722330.87 3722159.66 - - - 5.05572 0,68112 412524.37 411699.45 3722386.27 3721997.22 3.54804 0.58617 411740.60 3722433.64 3721923.16 3.13686 0.56359 412475.40 411931.17 3722481.01 3721697.36 2.64044 0.62159 412000.63 3722520.35 3721676.92 2.36420 0.61517 412594.22 412121.15 3722276.69 3721578.56 7.72664 0.42401 412206.33 3722233.72 3721425.01 11.12142 0.24960 412659,26 412244.84 3722176,72 3720939.15 20,95343 0.11067 3722032,20 29,50871 412776.48 J ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 3722100.45 27.58313 413165.07 3721124.95 * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HER) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOWS INCLUDING SOURCE(S): MOWS 1 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - - - - - 2.13369 - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 5.05572 - - - 412524.37 3722386.27 3.54804 412497.88 3722433.64 3.13686 412475.40 3722481.01 2.64044 412467.37 3722520.35 2.36420 412594.22 3722276.69 7.72664 412609.48 3722233.72 11.12142 412659,26 3722176,72 20,95343 412731,52 3722032,20 29,50871 412776.48 3721942.28 25.39936 412698.60 3722100.45 27.58313 413165.07 3721124.95 0.35286 412962.01 3721085.61 0.38873 412880.85 3720974.81 0.32640 412180.50 3721337.95 2.21343 412126.66 3721479.63 2.43592 412179.67 3721036.32 1.05609 412246.84 3720639.91 0.66346 412523.33 3720796.43 0.27434 412785.01 3720680.92 0.15966 412827,47 3720655.25 0.15101 412829.44 3720862.62 0.25669 412867.53 3720847.44 0.23729 412666.63 3721076.36 0.43173 413200.67 3721146.03 0.35723 412993.36 3721499.53 1.85319 412898.56 3721458.06 2.22138 412839.32 3721588.41 5.03303 412760.32 3721546.93 6.87141 412651.70 3721745.41 30.16707 412713.91 3721776.00 16.61866 412811,67 3721775.04 9,94699 412824,50 3721806,64 10,19097 412450.25 3722501.81 2.38620 412561.84 3722804.97 1.65383 411744.21 3722806.92 0.70800 411736.29 3722781.27 0.72406 411839.01 3722778.30 0.76928 411658.31 3722071.28 0.98243 411781.74 3721849.10 1.15173 411839.01 3721823.42 1.28350 411876.51 3721756.26 1.37144 411861.72 3721715.79 1.26462 412070.08 3721660.49 2,26582 412172,22 3721496,62 3,11666 412240.44 3721353.39 3.42745 412254.01 3721277.35 2.64808 412249.37 3721236.78 2.19670 412246.99 3721170.97 1.72326 412257.01 3721138.64 1.56349 412256.89 3721096.95 1.35812 412242.84 3721038.39 1.12447 412339.00 3720826.08 0.52416 412431.17 3720812.26 0.36013 412610.56 3720759.26 0.21371 412697.78 3720720.09 0,17893 412828.13 3720724,37 0,18148 412828.78 3720793.50 0.21904 412867.96 3720924.41 0.29194 412666.40 3721001.39 0.35185 412951.79 3721095.28 0.41303 413034.75 3721112.20 0.39479 413117.71 3721129.11 0.37605 413159.21 3721216.73 0.45450 413117.75 3721287.43 0.60335 413076.26 3721356.13 0.84513 413034.82 3721426.63 1.24077 412945.96 3721478.80 2,03347 412868,94 3721523.24 3,35810 412724.11 3721613.09 11.45039 412687.91 3721679.25 18.71972 412777.72 3721893.54 24.97761 412730.94 3721960.43 34.33615 412684.16 3722067.33 34.34732 412637.38 3722154.23 25.87035 412590.59 3722241.12 9.30658 412543.81 3722328.02 4.98777 412497.03 3722414.91 3.30126 412476.15 3722577.60 2.08940 Page 24 of 94 Newport Banning Rach Baseline AERMOD Model J ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield One and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOWS ** INCLUDING SOURCE(S): MOWS , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * *MODELOPTS: RegDFAULT CORO ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF ALL IN MICROG RAM S /M * *3 OF ALL IN MICROG SAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - 1.94596 - - - - - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 1.81366 412470.99 - - - 3722805.41 - - - - 1.23773 412380.14 - - 3722805.85 - - - 1.03144 412289.30 - - - - (08031 3722806.29 0.92731 412198.45 49.48087 3722806.73 (08121119) 0.86326 412107.60 3722433.64 3722807.16 43.68559 0.82559 412016.75 412475.40 3722807.60 3722481.01 0.80015 411925.91 3722808.04 412467.37 0.77424 411835.06 3722808.48 0,74359 411788.65 3722779.79 0.74634 411816.42 (08031823) 3722689.92 0.83229 411793.64 60.15834 3722601.55 (08053 0.89406 411771.25 3722176.72 3722513.17 90.26143 0.95196 411148.66 412731.52 3722424.79 3722032.20 0.99730 411726.07 3722336.41 412776.48 1.02664 411703.49 3722248.04 1.03349 411680.90 3722159.66 1.01791 411699.45 (08053 3721997.22 1.04095 411740.60 68,27849 3721923.16 (08071403) 1.09771 411931,17 3721085.61 3721697.36 83.92013 1,51498 412000.63 412880.85 3721678.92 3720974.81 1,82689 412121.15 3721578.56 412180.50 2.61952 412206.33 3721425.01 3.43206 412244.64 3720939.15 0.66099 (08012208) 412179.67 3721036.32 J * ** AERMOD - VERSION 09292 • ** * ** Newport Banning Ranch 3720839.91 * ** (08021501) 412523.33 * ** Baseline Oilfield Cps and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CORO ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS *** Page 25 of 94 ** CONC OF ALL IN MICROG SAM S /M * *3 *• X -COORD (M) Y -COORD (M) CONC (YYNNIDDHH) X -COORD (M) Y -COORD (M) CORA (YYMMD - - - - - - - 412489.85 - - - - - - 3722582,17 - - - - - - 42,57097 - - - - - - - - - - (08120624) - - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 46.77201 - - - - - - - (08031 412524.37 3722386.27 49.48087 (08121119) 412497.88 3722433.64 43.68559 (08120 412475.40 3722481.01 42.80267 (08120624) 412467.37 3722520.35 41.82365 (08120 412594.22 3722278.69 44.35296 (08031823) 412609.48 3722233.72 60.15834 (08053 412659.26 3722176.72 90.26143 (08053104) 412731.52 3722032.20 59.06979 (08053 412776.48 3721942,26 52,97675 (06021122) 412698.60 3722100.45 87.54269 (08053 413165.07 3721124,95 68,27849 (08071403) 412982,01 3721085.61 83.92013 (08071 412880.85 3720974.81 69.55446 (08051522) 412180.50 3721337.95 191.83979 (08012 412126.66 3721479.63 126.91193 (08012208) 412179.67 3721036.32 398.91997 (08021 412246.84 3720839.91 847.53148 (08021501) 412523.33 3720798.43 260.54957 (08121 412785.01 3720680.92 111.10006 (08062901) 412827.47 3720655.25 100.38502 (08121 412629.44 3720862.62 95.35672 (08071405) 412867.53 3720847.44 103.39314 (08071 412868,83 3721078.36 89.45673 (08071402) 413200.67 3721146,03 65.24340 (08071 412993.36 3721499.53 115.58651 (08030620) 412898.56 3721458.06 134.58228 (08030 412839.32 3721586.41 124,02900 (08102923) 412760.32 3721546.93 131.99875 (06102 412651.70 3721745,41 64.68632 (08041323) 412713.91 3721778.00 61.65237 (08021 412811.67 3721775.04 98.57236 (06090606) 412824.50 3721806.64 91.67826 (06090 412450.25 3722501,81 40,80762 (06063002) 412561,84 3722804.97 36.95325 (08121 Page 25 of 94 411744.21 3722808.92 411839,01 3722778.30 411781.74 3721849.10 411878.51 3721756.28 412070.08 3721660.49 412240.44 3721353.39 412249.37 3721236.76 412257,01 3721138.64 412242.84 3721038.39 412431.17 3720812 26 412697.78 3720720.09 412828.78 3720793.50 412668.40 3721001,39 413034.75 3721112,20 413159.21 3721216.73 413076.28 3721358.13 412945.96 3721478.80 412724.11 3721613.09 412777.72 3721893.54 412684.16 3722067.33 412590.59 3722241.12 412497.03 3722414.91 7 * ** ARMOR - VERSION 09292 * ** * *MODELOPTS: RegDFAULT GONG FLGPOL Newport Banning Rach Baseline AERMOD Model 23,92942 (08010908) 411738.29 3722781.27 24.16232 (08012 24,44209 (08081202) 411658.31 3722071,28 41,26417 (08021 55.27127 (08021907) 411839.01 3721823.42 57.72191 (08040 64.48369 (08040603) 411861.72 3721715.79 68.41107 (06021 86.36578 (08012208) 412172.22 3721496.62 135.93042 (08071 237.11277 (08071304) 412254.01 3721277.35 312.20640 (06071 364,87868 (06071304) 412248.99 3721170.97 468.43095 (08071 579,98918 (08071304) 412256,89 3721096,95 685,52759 (08071 673.90976 (08031123) 412339.00 3720826.08 808.80870 (08042 375,18504 (08050722) 412610.56 3720759.26 194.87631 (06121 139.94095 (08121322) 412828.13 3720724.37 115.05547 (08012 127.05435 (08071405) 412867.96 3720924.41 77.59198 (08090 60,27969 (06071403) 412951,79 3721095.28 84.85122 (08071 75,72913 Newport (08071403) 413117.71 3721129.11 69.16441 * ** (08071 64.85211 Baseline (08071401) 413117.75 3721287.43 11/13/09 59.34816 (08071 51.05244 (08112921) 413034.82 3721428.83 54.57089 (06081 125.36244 (08030620) 412868.94 3721523.24 93.16342 (08030 130.37195 (08090606) 412687.91 3721679.25 67.46251 (08090 54,46234 (06021122) 412730.94 3721980.43 52.88501 (08010 91.96057 (08053104) 412637,38 3722154.23 88.60978 (08053 48.39366 (08053104) 412543.81 3722328.02 46.25833 (08032 44.60573 (08120624) 412476.15 3722577.60 42.15872 (06120 * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** ELEV * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NEOPS INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** *Y CONC OF ALL IN MICROG RAM S /M * *3 *Y X -COOED (M) Y -COORD (M) CONC (YYP[DDHH) X -COORD (M) Y -COOED (M) CONC (YYN04D 412506.05 3722653.39 412470.99 3722805.41 412289.30 3722806.29 412107.60 3722807.16 411925.91 3722606.04 411786.65 3722779.79 411793.84 3722601.55 411748.66 3722424.79 411703.49 3722246.04 411699.45 3721997.22 411931.17 3721697.36 412121.15 3721578.56 412244.84 3720939.15 7 * ** ARMOR - VERSION 09292 * * *MODELOPTS: RegDFADLT CONC FLGPOL 40,33132 (08120624) 412533.94 3722729.18 37.76933 (08120 30.92431 (08063002) 412380.14 3722805.85 24.79200 (08031 25.38749 (08121120) 412196.45 3722806.73 29.79449 (08053 30.62974 (08053102) 412016.75 3722807.60 30.74657 (08071 27.77440 (08071304) 411635.06 3722806.46 23.86403 (06061 24.73343 (08010908) 411816.42 3722689.92 26.46778 (08010 27.79261 (08012208) 411771.25 3722513.17 29.68563 (08012 31.38130 (08090822) 411726.07 3722336.41 33.55895 (08081 35.78493 (08031307) 411680.90 3722159.66 38.15452 (08120 45.17812 (08021907) 411740.60 3721923.16 49.78366 (08021 74.00941 (08120819) 412000.63 3721678.92 79.33020 (08081 103,71677 (06010906) 412206.33 3721425.01 182.07713 (08071 689,32576 (08021501) ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 ELEV * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCEAST INCLUDING SOURCE(S): WNOCEAST, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** Page 26 of 94 Newport Banning Rach Baseline AERMOD Model * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRA14S /M * *3 X -COORD (M) Y -COORD (M) CONC - CONC OF ALL IN MICROGRAMS /M * *3 Y -COORD (M) CONC (YYMMD ** - - X -COORD (M) Y -COORD (M) CONC - - (=DDHH) X -COORD (M) Y -COORD (M) COUP 3722805.41 (YYMMD _ _ _ _ _ _ _ 412489.85 _ _ _ _ _ _ 3722582.17 _ _ _ _ _ _ 66.71940 _ _ _ _ _ _ _ _ _ (08053104) _ _ _ _ _ _ _ _ _ _ _ 412553.28 _ _ _ _ _ _ _ 3722330.87 _ _ _ _ _ _ 86.88636 _ _ _ _ _ _ _ (08053 412524.37 3722386.27 78.13689 (08053104) 412497.68 3722433.64 86.64459 (06053 412475.40 3722461,01 65,65856 (06053104) 412467,37 3722520.35 76.52912 (08053 412594,22 3722278,69 90,10726 (08053104) 412609,48 3722233,72 93.52863 (08053 412659.26 3722176.72 87.46008 (08053104) 412731.52 3722032.20 79.36959 (08090 412776.46 3721942 28 74.61326 (08030620) 412696.60 3722100.45 61.46554 (06053 413165.07 3721124.95 18.50474 (08042623) 412982.01 3721085.61 22.37674 (08051 412880.85 3720974.81 25.58554 (08091324) 412180.50 3721337.95 40.97707 (08021 412126.66 3721479.63 53,16931 (06021501) 412179.67 3721036.32 32.48907 (08120 412246.84 3720839.91 34,73308 (08022923) 412523.33 3720798.43 34.46477 (08091 412785.01 3720680.92 26.06753 (08030919) 412827.47 3720655.25 23.95302 (08030 412829.44 3720862 62 26.25019 (08030919) 412867.53 3720847.44 24.28593 (06030 412868.83 3721078.36 26.41409 (08091324) 413200.67 3721146.03 18.24887 (08121 412993.36 3721499.53 26.93304 (08071405) 412898.56 3721458.06 29.56795 (08071 412639.32 3721568.41 34,76998 (06071405) 412760.32 3721546.93 40.02937 (08071 412651.70 3721745.41 74,14610 (08090606) 412713.91 3721778.00 53.43031 (08102 412811.67 3721775.04 45.93299 (08053123) 412824.50 3721806.64 51.55435 (08071 412450.25 3722501,81 85,35837 (08053104) 412561.84 3722804.97 51.64179 (06053 411744.21 3722808.92 17.13570 (08100620) 411738.29 3722781.27 17.02850 (08100 411839.01 3722776.30 18.75673 (08100620) 411658.31 3722071.26 17.93373 (06052 411781.74 3721849.10 21,15765 (06022904) 411839.01 3721623.42 22.99310 (08120 411878,51 3721756.28 26.05049 (08012222) 411861.72 3721715,79 25,84141 (08121 412070.08 3721660.49 61.29914 (08021501) 412172.22 3721496.62 59.63892 (08021 412240.44 3721353.39 46.42909 (08021501) 412254.01 3721277.35 44.32059 (06021 412249.37 3721236.78 42.88402 (08021501) 412248.99 3721170.97 41.34274 (08021 412257.01 3721136.64 42.62334 (08022923) 412256.69 3721096.95 42.34113 (06022 412242.84 3721038.39 38,95163 (06010606) 412339.00 3720626.08 36.31729 (08121 412431,17 3720812.26 38.22219 (08022622) 412610.56 3720759,26 37.62404 (08052 412697.78 3720720.09 33.57084 (08042705) 412828.13 3720724.37 24.93352 (08030 412828.76 3720793,50 25.61315 (08030919) 412867.96 3720924.41 25.53115 (06040 412868.40 3721001.39 26.21212 (08091324) 412951.79 3721095.28 23.21943 (08051 413034.75 3721112.20 21.07435 (06051619) 413117.71 3721129.11 19.32511 (06042 413159.21 3721216.73 19,26759 (06121322) 413117,75 3721287.43 20.15694 (08062 413076.28 3721358.13 22.54330 (08071405) 413034.82 3721428.83 25.10313 (08071 412945.96 3721478.80 28.39226 (08071405) 412868.94 3721523.24 32.57311 (08071 412724.11 3721613.09 44.64961 (08071405) 412687.91 3721679.25 55.03706 (08030 412777,72 3721893.54 73.19115 (08030620) 412730.94 3721980.43 85.26169 (08090 412684.16 3722067.33 91.64397 (06053104) 412637.36 3722154.23 97.99791 (06053 412590.59 3722241.12 97.68731 (08053104) 412543.81 3722326.02 90.55129 (08053 412497.03 3722414.91 92.35820 (08053104) 412478.15 3722577.60 67.25224 (08053 1 xxx ARMOR - VERSION 09292 xxx xxx Newport Banning Ranch xxx * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL xxx THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCEAST x INCLUDING SOURCE(S): WNOCEAST, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRA14S /M * *3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - - - - - 61.79862 - - - - - - - - - (08053104) - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - 57.16380 - - - - (08053 412470.99 3722805.41 68,20539 (08053104) 412360.14 3722805.85 64.01987 (08053 Page 27 of 94 412289.30 3722806.29 412107,60 3722807,16 411925.91 3722808.04 411788.65 3722779.79 411793.84 3722601.55 411748.66 3722424.79 411703.49 3722248.04 411699,45 3721997.22 411931.17 3721697.36 412121.15 3721578,56 412244.84 3720939.15 J * ** AERMOD - VERSION 09292 * ** * *MODELOPTs: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 48,90025 (M) (06071304) 412198.45 CONC 3722606.73 X -COORD 27.40377 Y -COORD (08051603) 412016,75 (YYL D 3722807,60 - - 20.80397 - - - (08120819) 411835.06 - - - - - - - - - (08030620) 3722808.48 - - 17.85151 - - - (08100620) 411616.42 - - - - (08030 3722689.92 18.04931 (08100620) 411771.25 (08030620) 3722513.17 17.94210 (08022401) 411726.07 (06030 3722336.41 18,06268 (06041020) 411660.90 (08030620) 3722159.66 19.12096 (08120321) 411740.60 (08030 3721923,16 31.05272 (08021501) 412000.63 (06071403) 3721678.92 60,81659 (08021501) 412206,33 (06071 3721425.01 37.47967 (08022923) (06071405) 412731,52 * ** Newport Banning Ranch (08071 412776,48 * ** Baseline Oilfield Ops and Existing Ferceline (08071405) Receptors 11/13/09 ELEV 35.81945 (08071 23.55325 (08010 18.69341 (08100 18.36838 (06100 17.91405 (08091 17.94204 (06010 18.05385 (08100 20.11543 (08020 48.53700 (08021 53.72963 (06021 * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GRCUP: WNOC_NW INCLUDING SOURCE(S): WNOC NW * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M **3 X -COORD (M) Y -COORD (M) CONC (YY=DHH) X -COORD (M) Y -COORD (M) CONC (YYL D - - - - - - - 412489.85 - - - - - - 3722582.17 - - - - - - 47.05739 - - - - - - - - - - - - - (08030620) - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 29.08585 - - - - - - - (08030 412524.37 3722386.27 36.93985 (08030620) 412497.88 3722433.64 36.17348 (06030 412475.40 3722481.01 40.38028 (08030620) 412467.37 3722520.35 44.06252 (08030 412594.22 3722276.69 23.06766 (06071403) 412609.46 3722233.72 21.75630 (06071 412659.26 3722176.72 20,15523 (06071405) 412731,52 3722032.20 19.53614 (08071 412776,48 3721942.28 19.20266 (08071405) 412698.60 3722100,45 19,75871 (08071 413165.07 3721124.95 13.55381 (08053123) 412982.01 3721085.61 15.59319 (08052 412860.85 3720974,81 16,77744 (08100206) 412180.50 3721337.95 38.39038 (06011 412126.66 3721479.63 46.69089 (08011321) 412179.67 3721036.32 29.37700 (08052 412246.84 3720639.91 24.38826 (06052723) 412523.33 3720796.43 21.23132 (06091 412785.01 3720660.92 17,73533 (06040301) 412827,47 3720655.25 17.24790 (08040 412829.44 3720862.62 18.94313 (08091324) 412867.53 3720847.44 18.93627 (08091 412868.83 3721078.36 16.54341 (08011316) 413200.67 3721146.03 13.34602 (08053 412993.36 3721499.53 16.04089 (08111418) 412896.56 3721458.06 16.56276 (08053 412839.32 3721588.41 14.98356 (08053123) 412760.32 3721546.93 16.14617 (08042 412651.70 3721745.41 16.50362 (06042623) 412713.91 3721778.00 17.33676 (06071 412611.67 3721775.04 17.16796 (08071405) 412824.50 3721806.64 18.02011 (08071 412450,25 3722501.81 43.78895 (08030620) 412561.84 3722804.97 52,64211 (08030 411744.21 3722808.92 50.15899 (08120819) 411738.29 3722781.27 49.79397 (08120 411839.01 3722776.30 81.73406 (08071304) 411656.31 3722071.26 90.90219 (08021 411781.74 3721849.10 75.09167 (08021501) 411839.01 3721823.42 77.30002 (08021 411878.51 3721756.28 73.60904 (08120305) 411861.72 3721715.79 66.29332 (08120 412070.08 3721660.49 71,20801 (06052723) 412172,22 3721496.62 44.69264 (08011 412240.44 3721353.39 36,51286 (08042705) 412254,01 3721277.35 33.99959 (08042 412249.37 3721236.78 33.09084 (08011321) 412248.99 3721170.97 31.65273 (08011 412257.01 3721136.64 30.72437 (08011321) 412256.89 3721096.95 29.84299 (08011 412242.84 3721038.39 28.72198 (08011321) 412339.00 3720826.08 23.68008 (08011 412431.17 3720812.26 22.22564 (08042705) 412610.56 3720759.26 19.74961 (08030 412697.76 3720720.09 16.92716 (08030919) 412826.13 3720724.37 18.95629 (08040 412828,78 3720793.50 18.86898 (08091324) 412867.96 3720924,41 17.64548 (08121 412868.40 3721001.39 16.67012 (08100206) 412951.79 3721095.28 16.12994 (08011 413034.75 3721112.20 14.95612 (08042623) 413117.71 3721129.11 13.87432 (06042 413159.21 3721216.73 13.40268 (08053123) 413117.75 3721287.43 13.37852 (08050 413076.26 3721356.13 13.48756 (08050722) 413034.82 3721428.83 13.90131 (08111 412945.96 3721478.80 15,94035 (08050722) 412868.94 3721523.24 15.02551 (08053 Page 28 of 94 Newport Banning Rach Baseline AERMOD Model 412724.11 (M) 3721613.09 412533.94 16,16632 3722729.18 (06042623) 412687,91 Y -COORD 3721679.25 CONC 16.34213 412380.14 (08042 412777,72 - - - 3721893.54 - - - - 19.16675 - - - - - - - 412553.26 (08071405) 412730.94 - - - 3721980,43 - - - 19,61621 412524.37 (08071 412684.16 (08053104) 3722067.33 20.00335 412497.88 (08071405) 412637.38 91,66238 3722154.23 (06053102) 20.60047 412475.40 (08071 412590.59 76.34520 3722241.12 58.40073 22.16169 (08120819) (08071403) 412543,81 3722689,92 3722328.02 75,57668 29.35926 68.52943 (06030 412497.03 411771.25 3722414.91 3722513.17 35.78985 66.34797 (08030620) 412478.15 3722577.60 411726.07 48.34339 3722336.41 (08030 7 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 3722159.66 91.31436 * ** 412776.48 (08021501) 411740.60 3721923.16 * ** Baseline Oilfield Ops and Existing Ferceline 3722100.45 Receptors 11/13/09 * ** 3721678.92 * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC_NW INCLUDING SOURCE(S): WNOC NW * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYM[DDHH) X -COORD (M) Y -COORD (M) CONC (Yri`MID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412506.05 3722653.39 412470.99 3722805,41 412289.30 3722806.29 412107.60 3722607.16 411925.91 3722808.04 411788,65 3722779.79 411793.64 3722601.55 411748.66 3722424,79 411703.49 3722248.04 411699.45 3721997.22 411931.17 3721697,36 412121,15 3721578.56 412244.84 3720939.15 7 ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL 48.11846 (M) (08030620) 412533.94 CONC 3722729.18 X -COORD 48.46964 Y -COORD 77.14974 CONC (08030620) 412380.14 - - 3722805.85 - - - 103.07134 - - - - 105.02291 - - - - - - - 412553.26 (08053104) 412198.45 - - - 3722806.73 - - - 113.02003 412524.37 110.05517 3722386,27 (08053104) 412016.75 3722807.60 412497.88 104.45391 3722433.64 91,66238 37.10819 (06053102) 411835.06 412475.40 3722608.48 3722481.01 76.34520 41.45696 58.40073 (08030620) (08120819) 411816.42 3722520.35 3722689,92 45.28856 75,57668 (08030 68.52943 (08071304) 411771.25 25.09663 3722513.17 (08071403) 66.34797 76.57918 (08021501) 411726.07 (08071 3722336.41 84.55780 89.69126 (08021501) 411680.90 3722159.66 91.31436 91.77887 412776.48 (08021501) 411740.60 3721923.16 63.51360 412698.60 75.33091 3722100.45 (06022923) 412000.63 3721678.92 413165.07 77.26472 3721124.95 53.10157 14.51635 (08011321) 412206.33 412982.01 3721425.01 3721085.61 40,07829 17.11663 26.45967 (08011321) * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** ELEV (08030 (06090 (08053 (06053 (08071 (08071 (08021 (06021 (08021 (06021 (08022 (08011 * ** THE 15T HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC FNW INCLUDING SOURCE(S): WNOC FNW, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412489.85 - - - - - - 3722562.17 - - - - - - 46.33734 - - - - - - - - - - - - - (08030620) - - - - - - - 412553.26 - - - - - - - 3722330.87 - - - - - - 30.75029 - - - - - - - (08030 412524.37 3722386,27 38,13293 (08030620) 412497.88 3722433.64 37.10819 (08030 412475.40 3722481.01 41.45696 (08030620) 412467.37 3722520.35 45.28856 (08030 412594.22 3722276.69 25.09663 (08071403) 412609.48 3722233.72 23.52708 (08071 412659.26 3722176.72 21.48049 (08071405) 412731.52 3722032.20 20.72647 (08071 412776.48 3721942.28 20.36019 (08071405) 412698.60 3722100.45 21.00303 (08071 413165.07 3721124.95 14.51635 (08053123) 412982.01 3721085.61 17.11663 (08051 412880,85 3720974.81 18.55524 (08092805) 412180.50 3721337.95 41.98263 (08011 412126.66 3721479.63 51.37963 (08011321) 412179.67 3721036.32 34.55527 (08052 412246.84 3720639.91 29.62601 (08011321) 412523.33 3720798.43 25.26377 (06091 412785.01 3720680.92 21.15993 (08030919) 412827.47 3720655.25 20.59813 (08040 412829.44 3720862.62 20.68706 (08091324) 412867.53 3720847.44 21.02216 (06091 412868.83 3721078.36 18,21405 (06100206) 413200.67 3721146.03 14.19797 (08050 Page 29 of 94 412993.36 3721499.53 412839.32 3721588.41 412651.70 3721745.41 412811.67 3721775.04 412450.25 3722501.81 411744.21 3722606.92 411639.01 3722778.30 411781,74 3721849,10 411878.51 3721756.28 412070.06 3721660.49 412240.44 3721353.39 412249.37 3721236.78 412257.01 3721138.64 412242.84 3721038.39 412431.17 3720812.26 412697.76 3720720,09 412828.78 3720793.50 412868.40 3721001.39 413034.75 3721112,20 413159.21 3721216,73 413076.28 3721358.13 412945.96 3721478,80 412724.11 3721613.09 412777.72 3721893.54 412684.16 3722067,33 412590,59 3722241.12 412497.03 3722414.91 J ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 11,06490 (06062822) 412898.56 3721458.06 17.61113 (08042 16.14353 (08042623) 412760.32 3721546,93 17,46457 (08051 18.01607 (08042623) 412713.91 3721778.00 19.16932 (08071 19.13013 (08071405) 412824.50 3721806.64 19.90520 (06071 45.02370 (08030620) 412561.84 3722804.97 54.82681 (08030 52.69306 (08120819) 411736.29 3722761.27 52.46771 (06021 92,33519 (06071304) 411658.31 3722071.28 96.41482 (08021 80.68978 (08021501) 411839.01 3721823,42 90.32354 (08021 81.87900 (08120305) 411861.72 3721715.79 71.17016 (08012 82,92597 (08052723) 412172,22 3721496.62 46.75192 (06011 39.18048 (08011321) 412254.01 3721277.35 37.00450 (08011 36.42430 (08011321) 412248.99 3721170.97 35.33449 (08011 34,53293 (06011321) 412256.89 3721096.95 33.90619 (08011 33,37829 Newport (08011321) 412339.00 3720826.08 28.33454 * ** (08011 26.65602 Baseline (08042705) 412610.56 3720759.26 11/13/09 23.17005 * ** (08091 22.60546 (08030919) 412828,13 3720724.37 21.25348 (06040 21.05958 (08040301) 412867.96 3720924.41 19.71635 (08091 18.43807 (08092805) 412951.79 3721095.28 17.62078 (08011 16,16867 (06051619) 413117,71 3721129.11 14.86736 (08042 14,25294 (08050722) 413117,75 3721287.43 14.28409 (08111 14.40485 (08111418) 413034.82 3721428.83 14.82312 (08091 16.96190 (08111418) 412868,94 3721523.24 16.15924 (06042 17.53764 (08051619) 412687.91 3721679.25 17.77438 (08051 20.46961 (08071405) 412730.94 3721960.43 20.60947 (06071 21,27260 (06071405) 412637,38 3722154.23 21.97666 (08071 24.12309 (08071403) 412543.81 3722328.02 30,90142 (08030 36.74127 (08030620) 412478.15 3722577.60 49.72913 (08030 * ** Newport Banning Ranch * ** * ** Baseline Oilfield One and Existing Fenceline Receptors 11/13/09 * ** ELEV * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC FNW INCLUDING SOURCE(S): WNOC FNW, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412506.05 3722653.39 412470.99 3722805.41 412289.30 3722806.29 412107.60 3722807.16 411925.91 3722808.04 411788.65 3722779.79 411793.64 3722601,55 411748.66 3722424,79 411703.49 3722248.04 411699.45 3721997.22 411931.17 3721697.36 412121.15 3721578.56 412244.84 3720939.15 7 ** ARMOR - VERSION 09292 * ** * *MODELOPTs: RegDFAULT CONC FLGPOL 49.58795 (08030620) 412533.94 3722729.18 50.09436 (08030 81.20601 (08030620) 412380.14 3722805.85 108.25289 (08090 110.77909 (08053104) 412198.45 3722806.73 121.24199 (08053 116.97856 (08053104) 412016.75 3722807.60 114.64357 (08053 101.94917 (08053104) 411835.06 3722808.48 84.50798 (08071 62.36109 (08120819) 411816.42 3722689.92 85.19485 (08071 76,94711 (06071304) 411771,25 3722513.17 75.17677 (08021 84,47270 (08021501) 411726,07 3722336.41 91.88867 (08021 98.83822 (08021501) 411680.90 3722159.66 98.71802 (08021 99.55646 (08021501) 411740.60 3721923.16 69.89238 (08021 83.20515 (08022923) 412000.63 3721678.92 84.79916 (08022 56.59307 (08011321) 412206.33 3721425.01 42.51539 (08011 31.56349 (08011321) * ** Newport Banning Ranch * ** ** Baseline Oilfield Cps and Existing Fenceline Receptors 11/13/09 * ** Page 30 of 94 ELEV Newport Banning Rach Baseline AERMOD Model * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCFEST INCLUDING SOURCE(S): WINCFEST, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * ** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF ALL IN MICROGRAMS /M * *3 ** Page 31 of 94 ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMAD - - - - - - - 412489.85 - - - - - - 3722582.17 - - - - - - 71.42761 - - - - - - - - - (08053104) - - - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 93.74805 - - - - - - - (08053 412524.37 3722386.27 83.23232 (08053104) 412497.88 3722433.64 93.36614 (08053 412475.40 3722481.01 90.88742 (08053104) 412467.37 3722520.35 84.88180 (08053 412594.22 3722278.69 95,24979 (06053104) 412609.46 3722233.72 100.59716 (08053 412659.26 3722176,72 94,01657 (08053104) 412731.52 3722032.20 83.74812 (08090 412776.48 3721942.28 80.95619 (08030620) 412698.60 3722100.45 89.84470 (08053 413165.07 3721124.95 20,48240 (08100206) 412982,01 3721085.61 23.80756 (06111 412880.85 3720974.81 27.27616 (08030919) 412180.50 3721337.95 43.91822 (08022 412126.66 3721479.63 56.98870 (08021501) 412179.67 3721036.32 34.60976 (08121 412246.84 3720839.91 39,09318 (06050605) 412523.33 3720798.43 40.02554 (08091 412785.01 3720680.92 28,25943 (08042705) 412827.47 3720655.25 25.56549 (08091 412829.44 3720862.62 28.81414 (08091403) 412867.53 3720847.44 26.33002 (08091 412868.83 3721078,36 26.16176 (08030919) 413200.67 3721146.03 20.21317 (06011 412993.36 3721499.53 28.54448 (08071405) 412898.56 3721458.06 30.90421 (08071 412839.32 3721588.41 37.25455 (06091324) 412760.32 3721546.93 41.95075 (06071 412651.70 3721745.41 64,57542 (06090606) 412713.91 3721778.00 62.68966 (08040 412811,67 3721775.04 55.05524 (08011318) 412824.50 3721806,64 58,45121 (08071 412450.25 3722501.81 94.46575 (08053104) 412561.84 3722804.97 53.07589 (08053 411744.21 3722606.92 16.87136 (08120819) 411736.29 3722781.27 18.96868 (06120 411839.01 3722778.30 20.15242 (08010519) 411658.31 3722071.28 20.05934 (08010 411761.74 3721649.10 22.26654 (08010324) 411639.01 3721823.42 24.65944 (06012 411678.51 3721756.26 28,70751 (06011607) 411861,72 3721715.79 26.36176 (08052 412070,08 3721660.49 70.01070 (08021501) 412172.22 3721496,62 69.47941 (08021 412240.44 3721353.39 53.24825 (08050805) 412254.01 3721277.35 49.82780 (08021 412249.37 3721236.78 47,59707 (08021501) 412248,99 3721170.97 46.32540 (06021 412257.01 3721138.64 46.49179 (08042719) 412256.89 3721096.95 45.87048 (08120 412242.64 3721036.39 41.62197 (06120305) 412339.00 3720626.06 46.41024 (06122 412431.11 3720812,26 45,92231 (06122124) 412610.56 3720759.26 46.34366 (08091 412697.78 3720720.09 40.50199 (08011321) 412828.13 3720724.37 27.01981 (08091 412828.78 3720793.50 28.39409 (08091403) 412867.96 3720924.41 27.37643 (08030 412868.40 3721001.39 27.90353 (08030919) 412951.79 3721095.26 24.70869 (08111 413034.75 3721112.20 22.66714 (08091324) 413111.71 3721129.11 21.12342 (08092 413159.21 3721216.73 21.41533 (06011318) 413117.75 3721267.43 22.79669 (06011 413076.28 3721356.13 24.41233 (08011318) 413034.82 3721426.83 26.33014 (08011 412945.96 3721478.80 29.83834 (08071405) 412868.94 3721523.24 34.05489 (08071 412724.11 3721613.09 47.46783 (08071405) 412687.91 3721679.25 58.73677 (08102 412777.72 3721893.54 82.40740 (08030620) 412730.94 3721980.43 95.71375 (08090 412684.16 3722067.33 105.25551 (08053104) 412637.38 3722154.23 110.54345 (08053 412590.59 3722241.12 107.77295 (08053104) 412543.81 3722328.02 99.68572 (08053 412497.03 3722414,91 98,59951 (06053104) 412478.15 3722577.60 72.67989 (08053 7 ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * *R * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOCFEST INCLUDING SOURCE(S): WNOCFEST, * ** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF ALL IN MICROGRAMS /M * *3 ** Page 31 of 94 X -COORD (M) Y -COORD (M) 412506.05 3722653.39 412470.99 3722805.41 412269.30 3722606.29 412107.60 3722807,16 411925,91 3722808.04 411788.65 3722779.79 411793.84 3722601.55 411748.66 3722424.79 411703.49 3722248.04 411699.45 3721997,22 411931.17 3721697.36 412121.15 3721578.56 412244.84 3720939,15 7 * ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT GONG FLGPOL Newport Banning Rach Baseline AERMOD Model CONC (YYYMDDER) X -COORD (M) Y -COORD (M) CONC (YYMAD - - 65.02447 - - - - - - - - - - - - - (08053104) - - - - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - 58.91671 - - - - - - - (08053 77.17319 (08053104) 412380.14 (M) 3722805.85 (M) 75.79100 (08053 55.56632 - - (08071304) 412196.45 - - - 40,13064 3722806.73 - - - - - - (08031305) 40.63373 - - (06071 30,03560 - - - 48.64995 (06101423) 412016.75 412524.37 3722607.60 3722366.27 25.33785 44.85601 (08051 22.00019 412497.88 (08010519) 411835.06 3722808,48 20,00846 412475.40 (08010 19.38105 (08070524) 411816.42 (08091704) 3722689.92 20.18736 (08070 20.58776 (06091 (08120819) 411771,25 3722278.69 3722513.17 48.75482 20.80771 (08081501) (06061 20.90565 3722233.72 (08012824) 411726.07 3722336.41 412659.26 20.75910 3722176.72 (08051 20.49796 (08121620) 411680.90 3722159.66 20.45052 (08010 20,14239 (06052905) 411740.60 111,81469 3721923.16 (06053104) 21.61644 (08120 32.04418 54.01609 (08121820) 412000.63 413165,07 3721678.92 3721124.95 51.66312 101.27577 (08021 69.63415 412982,01 (08021501) 412206.33 3721425.01 60.80468 412880.85 (08021 40.75966 (08022923) (08090924) 412160.50 3721337.95 143.05076 * ** Newport Banning Ranch 3721479.63 102.41256 * ** 412179.67 * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** 3720839.91 ELEV * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW1 INCLUDING SOURCE(S): MOW1 I - DISCRETE CARTESIAN RECEPTOR POINTS - Page 32 of 94 ** CONC OF ALL IN MICROGRAMS /M * *3 *Y X -COORD (M) Y -COORD (M) CONC (YYNIlNDDHH) X -COORD (M) Y -COORD (M) CONC (=D - - - - - - - 412489.85 - - - - - - 3722582.17 - - - - - - 40,13064 - - - - - - - - - - (08031305) - - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 48.64995 - - - - - - - (08050 412524.37 3722366.27 44.85601 (08081003) 412497.88 3722433.64 43.79854 (08031 412475.40 3722481.01 42.26742 (08091704) 412467.37 3722520.35 41.66249 (06091 412594.22 3722278.69 48.75482 (08081501) 412609.48 3722233.72 52.02246 (08120 412659.26 3722176.72 52.89361 (06121119) 412731.52 3722032.20 64.19726 (06053 412776.48 3721942,26 111,81469 (06053104) 412698.60 3722100.45 54.01609 (08031 413165,07 3721124.95 101.27577 (08071403) 412982,01 3721085,61 135.99700 (08071 412880.85 3720974.81 127.15184 (08090924) 412160.50 3721337.95 143.05076 (08022 412126.66 3721479.63 102.41256 (08120323) 412179.67 3721036.32 239.50765 (08011 412246.84 3720839.91 349.81752 (08021501) 412523.33 3720798.43 415.12639 (08030 412785.01 3720680.92 147.40202 (08050722) 412827.47 3720655.25 128.07378 (06050 412629.44 3720862.62 215.77103 (08071405) 412867.53 3720847.44 205.62606 (08071 412868.83 3721078.36 155.87178 (08071402) 413200.67 3721146.03 94,52092 (08071 412993.36 3721499.53 113.75172 (08030620) 412898.56 3721458.06 167.70976 (08102 412839.32 3721586.41 127.46510 (08090606) 412760.32 3721546.93 88.29689 (08090 412651.70 3721745.41 114.54474 (08053104) 412713.91 3721778.00 134.52017 (08053 412811.67 3721775.04 73.49670 (08053104) 412824.50 3721806.64 69.30978 (08053 412450.25 3722501,81 42,36111 (06121120) 412561,84 3722804.97 33.23767 (08050 411744.21 3722808.92 22,74458 (08090822) 411738.29 3722781.27 23.03079 (08091 411839.01 3722778.30 23.67226 (08012208) 411658.31 3722071.28 36.74843 (08022 411781.74 3721649.10 46.19621 (08022402) 411639.01 3721823.42 50.97500 (08022 411878.51 3721756.28 56.82520 (08022401) 411861.72 3721715.79 58.49507 (08022 412070.08 3721660.49 74.87334 (08021907) 412172.22 3721496.62 103.10722 (08021 412240.44 3721353.39 146.24620 (08021907) 412254.01 3721277.35 177.21711 (08120 412249,37 3721236.78 195.29737 (08022402) 412248.99 3721170.97 230,10826 (08121 412257.01 3721138.64 253.96779 (08010521) 412256.89 3721096.95 280.04732 (08021 412242.84 3721036.39 297.63059 (08022904) 412339.00 3720826.06 461.29409 (06021 412431,17 3720812.26 441.26306 (08120606) 412610.56 3720759.26 275.16256 (08011 412697.76 3720720.09 192.60360 (06042623) 412626.13 3720724.37 158.82821 (06091 412828.78 3720793.50 172,23433 (06062823) 412867,96 3720924.41 144.20566 (08103 Page 32 of 94 Newport Banning Rach Baseline AERMOD Model 412668.40 (M) 3721001,39 412533.94 131,05412 3722729.18 (06071403) 412951,79 Y -COORD 3721095.28 25.08168 144.51483 (08031305) (08071 413034,75 3722805.85 3721112,20 28.69530 122,39885 (08053 (08071402) 413117.71 (08053102) 3721129,11 - - - 105,67879 412524.37 (08071 413159.21 (06071 3721216.73 99.15131 412016.75 (08071401) 413117.75 3721287.43 74.43715 23.99967 (08070 413076.26 411635.06 3721356.13 3722806.46 76.13069 23.29102 (08120318) 413034.82 23,35511 3721428.83 (06090622) 149.19738 412594.22 (06030 412945.96 25.01447 3721478.80 (08090 141.95485 412609.48 (08102923) 412868.94 3721523.24 155.01667 412659.26 (08090 412724.11 3721613.09 411726.07 129.03852 3722336.41 (08053104) 412687.91 3721679.25 33.40186 152.06003 (08021907) (06053 412777.72 3722159.66 3721893.54 34.89908 113,53269 (08120 (06053104) 412730.94 (08022401) 3721980.43 96.02535 413165.07 (08053 412684,16 (08022 3722067.33 55.73385 412000.63 (08031823) 412637.38 3722154,23 55.24679 66,62018 (08121 412590.59 412206.33 3722241.12 3721425.01 49.69894 122.56672 (08081501) 412543.81 291,74987 3722328.02 (08011607) 48.09590 (08050 412497.03 3722414.91 44.67203 Newport (08031305) 412478,15 3722577.60 39.86336 * ** (06031 7 * ** ARMOR - VERSION 09292 * ** * ** Newport Banning Ranch 11/13/09 * ** * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT GONG ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW1 INCLUDING SOURCE(S): MOW1 I * ** DISCRETE CARTESIAN RECEPTOR POINTS *'* ** CONC OF ALL IN MICROGRAMS /M * *3 *Y X -COORD (M) Y -COORD (M) CONC (YYMF[DDHH) X -COORD (M) Y -COORD (M) CONC (=D 412506.05 3722653.39 412470.99 3722805.41 412289.30 3722606.29 412107.60 3722807.16 411925.91 3722606.04 411788.65 3722779.79 411793,84 3722601.55 411748.66 3722424.79 411703.49 3722248,04 411699.45 3721997.22 411931.17 3721697.36 412121.15 3721578.56 412244,84 3720939.15 7 * ** ARMOR - VERSION 09292 * * *MODELOPTS: RegDFADLT CONC FLGPOL 38.21104 (M) (08031305) 412533.94 CONC 3722729.18 X -COORD 35.98618 Y -COORD (08081 25.08168 (YYMMD (08031305) 412360.14 - - - - 3722582.17 3722805.85 - - - 27.72234 28.69530 - - - - - - - - - (08071304) (08053 30,72805 - - - - - 3722330.87 (08053102) 412196.45 - - - 3722806.73 412524.37 30.31904 3722366.27 (06071 28.51852 (08071304) 412016.75 3722807.60 23.86175 (08060 23.99967 (08010908) 411635.06 25.24342 3722806.46 (08071304) 23.29102 (06012 23,35511 25.15671 (06090622) 411816.42 412594.22 3722689.92 3722278.69 25.01447 34.56107 (08090 26.38767 412609.48 (08081606) 411771.25 3722513,17 28,10659 412659.26 (08031 29.90299 (08120819) 411726.07 (08053102) 3722336.41 31.03441 (08081 33.40186 (06053 (08021907) 411680.90 3721942.28 3722159.66 40.34944 34.89908 (08053102) (08120 40.24425 3722100.45 (08022401) 411740.60 3721923.16 413165.07 44.02758 3721124.95 (08022 62.63023 (08022401) 412000.63 3721678.92 68.21683 (08120 66,62018 (06021907) 412206.33 44,00102 3721425.01 (06121322) 122.56672 (08021 291,74987 54.14366 (08011607) (08011 ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** ELEV * ** THE 13T HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW2 INCLUDING SOURCE(S): MOW2 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGR1,MS/M**3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) GONG (YYMMD - - - - - - - 412489.85 - - - - - - 3722582.17 - - - - - - 27.72234 - - - - - - - - - - - - - (08071304) - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 33.36679 - - - - - - - (08071 412524.37 3722366.27 31.92202 (08071304) 412497.86 3722433.64 26.94471 (08071 412475.40 3722481.01 25.24342 (08071304) 412467.37 3722520.35 25.15671 (08071 412594.22 3722278.69 34.56107 (08071304) 412609.48 3722233.72 35.15421 (08071 412659.26 3722176.72 35.90379 (08053102) 412731.52 3722032.20 40.21410 (06053 412776.48 3721942.28 40.34944 (08053102) 412698.60 3722100.45 38.80398 (08053 413165.07 3721124.95 64.71432 (06071405) 412962.01 3721085.61 55.02617 (06071 412880.85 3720974,81 44,00102 (06121322) 412160.50 3721337.95 54.14366 (08011 Page 33 of 94 Newport Banning Rach Baseline AERMOD Model 412126.66 (M) 3721479.63 (M) 44,71622 (YYMMDDHH) (06122417) 412179.67 Y -COORD 3721036.32 CONC 71.23524 - - - - - - - 412506.05 (08122 412246,84 - - - - 3720839.91 - - - - 105.56457 - - - - - - 412533.94 (08021501) 412523.33 - - - 3720798,43 - - - 100,48316 412470.99 (08021 412785.01 3720680.92 86.70254 412360.14 (08022622) 412827.47 3720655.25 74.69358 412289.30 (08091 412829.44 3720862.62 68.56890 412198.45 (08091401) 412867.53 3720847.44 72.05304 412107.60 (08030 412868.83 3721078.36 69.56962 412016.75 (08021501) 413200.67 3721146.03 73.00670 411925.91 (08071 412993.36 3721499.53 139.53912 411635.06 (08090606) 412698.56 3721456.06 136.72665 411788.65 (06053 412639.32 3721568.41 74,79610 411816.42 (06053104) 412760.32 3721546.93 56.93691 411793.84 (08053 412651,70 3721745.41 45.24444 411771.25 (08071304) 412713.91 3721778,00 46,41472 411748.66 (08053 412811.67 3721775.04 42.03233 411726.07 (08053102) 412824.50 3721806.64 40.55398 411703,49 (08053 412450.25 3722501.81 24.15499 411680.90 (08111819) 412561,84 3722804.97 28.92785 411699.45 (08071 411744.21 3722808.92 17.85004 411740.60 (08120323) 411738.29 3722781.27 18.01445 411931.17 (08091 411839.01 3722778.30 18.68061 412000,63 (08120323) 411658.31 3722071.28 23.99423 412121.15 (08010 411781.74 3721849.10 28,12095 412206.33 (06012206) 411839.01 3721623.42 29.33465 412244.64 (08012 411878.51 3721756,28 31.32808 (08120321) 411861,72 3721715.79 32.25271 J ** AERMOD - (08120 412070.08 * ** 3721660.49 Newport 37.30814 (08120321) 412172.22 3721496.62 * ** 45.26023 (08122 412240.44 3721353,39 55.42986 (08012121) 412254,01 3721277.35 62.81270 (08021 412249.37 3721236.78 67.43431 (08012619) 412248.99 3721170.97 74.86919 (08012 412257.01 3721138.64 79.18132 (08120101) 412256.89 3721096.95 80.29687 (08121 412242.84 3721038.39 78,15467 (06121620) 412339.00 3720626.08 114.81084 (08021 412431.17 3720812,26 113.08119 (08021501) 412610.56 3720759.26 94.08765 (08010 412697.78 3720720.09 94.51501 (08011603) 412828.13 3720724.37 86.30518 (08052 412828.78 3720793,50 74.05761 (08011321) 412867,96 3720924.41 49.11946 (08111 412868.40 3721001.39 49.98231 (08071405) 412951.79 3721095.28 58.69754 (08071 413034.75 3721112.20 61.50437 (08071405) 413117.71 3721129.11 66.35545 (06071 413159.21 3721216.73 65,55111 (06071403) 413117,75 3721287.43 104.48051 (08030 413076,28 3721358.13 124,37752 (08030620) 413034,82 3721428,83 131,18135 (08030 412945.96 3721478.80 139.97695 (08053104) 412868.94 3721523.24 100.14688 (08053 412724.11 3721613,09 53,07664 (08053102) 412687.91 3721679.25 48.46931 (08071 412777.72 3721893.54 41.19863 (08053102) 412730.94 3721980.43 41.21283 (08053 412684.16 3722067.33 36.86634 (08053102) 412637.36 3722154.23 36.66844 (06071 412590.59 3722241,12 34,46875 (06071304) 412543.81 3722328.02 32.35521 (08071 412497,03 3722414.91 27.08076 (08071304) 412478,15 3722577,60 26.89607 (08071 7 ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** *x MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW2 INCLUDING SOURCE(S): MOW2 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** *x CONC OF ALL IN MICROGRAMS /M*x3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 28.18233 - - - - - - - - - - - - - - (08071304) - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 28.44510 - - - - - - - (08071 412470.99 3722805.41 23,90454 (06071304) 412360.14 3722605.85 21.84123 (08010 412289.30 3722806,29 21,20681 (08012208) 412198.45 3722806.73 20.61387 (08090 412107.60 3722807.16 20.16321 (08031307) 412016.75 3722807.60 19.63716 (08120 411925.91 3722806.04 19.16011 (00021907) 411635.06 3722000.46 10.39676 (08081 411788.65 3722779.79 18.43788 (08120323) 411816.42 3722689.92 19.19972 (08120 411793.84 3722601.55 20.01187 (08022401) 411771.25 3722513.17 20.60544 (08022 411748.66 3722424.79 21.21043 (08121620) 411726.07 3722336.41 21.84444 (08022 411703,49 3722248.04 22.55504 (08121305) 411680.90 3722159,66 23,11484 (08090 411699.45 3721997.22 25.33718 (08010401) 411740.60 3721923.16 26.60614 (08021 411931.17 3721697,36 33,83833 (08120321) 412000,63 3721678.92 35.49477 (06120 412121.15 3721578.56 40.91502 (08120321) 412206.33 3721425.01 49.96714 (08022 412244.64 3720939.15 74.44893 (06121602) J ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Page 34 of 94 Newport Banning Rach Baseline AERMOD Model * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOWS INCLUDING SOURCE(S): MOWS 1 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COOK (M) CONC (YYM[DDHH) X -COOK (M) Y -COORD (M) CONC (y YmmD - - - - - - - 412489.85 - - - - - - 3722582.17 - - - - - - 54.41713 - - - - - - - - - - - - - (08071304) - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 79.91689 - - - - - - - (08071 412524.37 3722386.27 67,84726 (08071304) 412497.88 3722433.64 61.70198 (06071 412475.40 3722481.01 54.50579 (08071304) 412467.37 3722520.35 51.68393 (08071 412594.22 3722278.69 90.19230 (08071304) 412609.48 3722233.72 96.44007 (08071 412659.26 3722176.72 106,04790 (06053102) 412731,52 3722032.20 113.12466 (08120 412776.48 3721942,28 209,90833 (08053104) 412698.60 3722100.45 110.70289 (08053 413165.07 3721124.95 96.16141 (08050722) 412982.01 3721085.61 114.91177 (08091 412860.85 3720974,81 96,44777 (08042705) 412180,50 3721337.95 78.72649 (06021 412126.66 3721479.63 77.54025 (08011222) 412179.67 3721036.32 102.18857 (08021 412246.84 3720639.91 53.40597 (08011006) 412523.33 3720796.43 58.65137 (06010 412785.01 3720660.92 50,65673 (06112501) 412827,47 3720655.25 49.04484 (08052 412829,44 3720862.62 75.63820 (08052723) 412867.53 3720847,44 72,57867 (08011 412868.83 3721078.36 121.95667 (08091403) 413200.67 3721146.03 89.13165 (08091 412993.36 3721499.53 233,58567 (08090923) 412898,56 3721458.06 468.29560 (06071 412839.32 3721588.41 469.54752 (08090606) 412760.32 3721546.93 490.50249 (08030 412651.70 3721745.41 435.63074 (06071304) 412713.91 3721778.00 346.16863 (06053 412811.67 3721775.04 244,71336 (06090606) 412824,50 3721606.64 217.87345 (08090 412450,25 3722501.81 53.37988 (08010908) 412561.84 3722804.97 45.34275 (08053 411744.21 3722808.92 26.72463 (08022401) 411738.29 3722781.27 27.09802 (08022 411839.01 3722778,30 28,06880 (08091005) 411656.31 3722071.26 38.18106 (08120 411781.74 3721849.10 45.02921 (08011206) 411839.01 3721823.42 48.48104 (08011 411678.51 3721756.28 52.60397 (06022904) 411861.72 3721715.79 51.75109 (06011 412070.08 3721660.49 69,66566 (06011606) 412172,22 3721496.62 83.57962 (08012 412240.44 3721353.39 87.79659 (08021705) 412254.01 3721277.35 84.87266 (08121 412249.37 3721236.78 103.87991 (08021501) 412248.99 3721170.97 129.59509 (08021 412257.01 3721136.64 130.42876 (08021501) 412256.89 3721096.95 114.12596 (08021 412242.84 3721038.39 81.63917 (08021501) 412339.00 3720826.08 56.33564 (08010 412431.17 3720812.26 57.95239 (08011206) 412610.56 3720759.26 56.94410 (06121 412697.78 3720720.09 56.13469 (08022622) 412826.13 3720724.37 57.41961 (08052 412828,78 3720793.50 67.28058 (08052723) 412867.96 3720924,41 87,21068 (08122 412868.40 3721001.39 102.87850 (08042705) 412951.79 3721095.28 119.72314 (08040 413034.75 3721112.20 111.70376 (08011318) 413117.71 3721129.11 103.06718 (08053 413159.21 3721216.73 109.17123 (08091320) 413117.75 3721287.43 140.06647 (08121 413076.28 3721358.13 171.27928 (08062823) 413034.82 3721428.83 255.78479 (08071 412945.96 3721478.80 329,64850 (06071405) 412868.94 3721523.24 497.61341 (08071 412724.11 3721613.09 536,32704 (08053104) 412687,91 3721679.25 571.36712 (08053 412777.72 3721893.54 239.60355 (08053104) 412730.94 3721980.43 128.62958 (08120 412684.16 3722067.33 124.81280 (08053102) 412637.38 3722154.23 110.52531 (08053 412590.59 3722241.12 95.75631 (08071304) 412543.81 3722328.02 78.55602 (08071 412497.03 3722414.91 62.01645 (08071304) 412478.15 3722577.60 52.39205 (08071 J ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Baseline Oilfield One and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW3 Page 35 of 94 Newport Banning Rach Baseline AERMOD Model INCLUDING SOURCE(S): MOW3 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS/M * *3 ** X -COORD (M) Y -COORD (M) GONG (YYMHDDHH) X -COORD (M) Y -COORD (M) GONG (YYmHD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 53.74098 - - - - - - - - - - - - - (08071304) - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 50.82170 - - - - - - - (08071 412470.99 (YYMMD 3722605.41 - - 42,23472 - - - (08071304) 412380,14 - - - - - - (08030620) 3722805.85 - - 33.52596 - - - (06061 412289.30 - - - - (08042 3722806.29 33.13923 (08012208) 412198.45 (08071405) 3722806.73 31.96181 (08091 412107.60 (08071 3722807.16 31.29990 (08120819) 412016.75 (08030620) 3722807.60 29.95280 (08081 411925.91 (08030 3722808.04 28,63052 (06061605) 411835.06 (08011318) 3722608.48 27.40031 (08091 411788.65 (08011 3722779.79 27,66676 (08022401) 411816,42 (08011318) 3722689.92 29.77399 (08022 411793.84 (08100 3722601.55 30.64955 (08091202) 411771.25 (08092805) 3722513.17 32.14576 (08022 411748.66 (06011 3722424,79 33,35380 (08121305) 411726.07 (08040301) 3722336.41 34.47230 (06082 411703.49 (08030 3722248.04 35.97280 (08010401) 411680.90 (08091403) 3722159.66 36.26557 (08012 411699.45 (08121 3721997.22 40.77924 (08122418) 411740.60 (08022923) 3721923.16 42.48838 (08122 411931.17 (08121 3721697,36 56,70854 (06011606) 412000.63 (08121606) 3721678.92 62.54039 (08011 412121.15 (08112 3721578.56 75,80574 (08120824) 412206,33 (08011321) 3721425.01 86.96721 (08011 412244.84 (08011 3720939.15 56.39703 (08053004) (08122708) 412867.53 3720847.44 22.82287 7 ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch (06091403) 413200.67 3721146.03 * ** 30.76982 (08091 412993.36 * ** Baseline Oilfield Ops and Existing Fenceline (08091324) Receptors 11/13/09 3721458.06 * ** 42.24169 * *MODELOPTE: RegDFAULT CONC 3721588.41 ELEV (08030919) 412760.32 3721546.93 FLGPOL (08091 412651.70 3721745.41 64.27721 (08091403) 412713.91 3721778.00 62.73523 (08030 * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW4 3721806.64 56.66155 (08091 INCLUDING SOURCE(S): MOW4 I 187.82092 (08030620) 412561.84 3722804.97 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** Page 36 of 94 ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412489.65 - - - - - - 3722582.17 - - - - - - 249.54280 - - - - - - - - - - (08030620) - - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 130.80414 - - - - - - - (08042 412524.37 3722386.27 189.60556 (08071405) 412497.88 3722433.64 129.24950 (08071 412475.40 3722481.01 161.04050 (08030620) 412467.37 3722520.35 201.21227 (08030 412594.22 3722276.69 103.17026 (08011318) 412609.46 3722233.72 98.06058 (08011 412659.26 3722176.72 85.21432 (08011318) 412731.52 3722032.20 70.43308 (08100 412776.46 3721942.28 62.65764 (08092805) 412696.60 3722100.45 76.60663 (06011 413165.07 3721124.95 30.22361 (08040301) 412982.01 3721085.61 30.44000 (08030 412880,85 3720974.81 29.41551 (08091403) 412180.50 3721337.95 37.30927 (08121 412126.66 3721479.63 43.66747 (08022923) 412179.67 3721036.32 28.03268 (08121 412246.84 3720639.91 24.33100 (08121606) 412523.33 3720798.43 22.77572 (08112 412785.01 3720680.92 20.57714 (08011321) 412827.47 3720655.25 19.89183 (08011 412829.44 3720862.62 23.46738 (08122708) 412867.53 3720847.44 22.82287 (08042 412668.83 3721078.36 33,14364 (06091403) 413200.67 3721146.03 30.76982 (08091 412993.36 3721499.53 40,01503 (08091324) 412898.56 3721458.06 42.24169 (08030 412839.32 3721588.41 49.21214 (08030919) 412760.32 3721546.93 49.47125 (08091 412651.70 3721745.41 64.27721 (08091403) 412713.91 3721778.00 62.73523 (08030 412811.67 3721775.04 55.70003 (08091324) 412824.50 3721806.64 56.66155 (08091 412450.25 3722501.81 187.82092 (08030620) 412561.84 3722804.97 370.67393 (08102 411744.21 3722806.92 50.15736 (08012121) 411736.29 3722781.27 49.93240 (08012 411839,01 3722778.30 56.51262 (08012406) 411658.31 3722071,28 78.80047 (08021 411781.74 3721849.10 46.75685 (08053004) 411839.01 3721823.42 50.30597 (08122 411878.51 3721756.28 50.52076 (08121107) 411861.72 3721715.79 48.07932 (08020 412070.08 3721660.49 51.24940 (08120305) 412172.22 3721496.62 44.12819 (08121 412240.44 3721353.39 37.96326 (06121606) 412254.01 3721277.35 35.42791 (08121 412249.37 3721236.76 34,11300 (06121606) 412248.99 3721170.97 32.11623 (08121 Page 36 of 94 412257.01 3721138.64 412242,84 3721038.39 412431.17 3720812.26 412697.76 3720720,09 412828.78 3720793.50 412868.40 3721001.39 413034.75 3721112,20 413159,21 3721216.73 413076.28 3721358.13 412945.96 3721478,80 412724.11 3721613.09 412777.72 3721893.54 412684.16 3722067,33 412590.59 3722241,12 412497.03 3722414.91 J ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Newport Banning Rach Baseline AERMOD Model 31,06914 (06121606) 412256.89 3721096.95 29.90795 (08121 28.63338 (08053104) (08121606) 412339.00 3722805.85 3720826,08 268.05474 24,96461 193.18952 (08022 23.32402 412198.45 (08022622) 412610.56 3720759.26 21.88579 (08091 20,58640 (08052723) 412826.13 74.24382 3720724.37 63.97753 21.20933 (08022904) (06122 22.46468 3722808.48 (08122708) 412867.96 3720924.41 27.80866 411616.42 (08042 30.14781 (08091403) 412951.79 54,51143 3721095.26 (06012222) 30.61144 (06091 32,67510 52.89275 (06030919) 413117,71 3721129.11 411726.07 31.79154 3722336.41 (08040 32.58625 (08091324) 413117.75 (08021501) 3721287.43 34.59917 (08091 36.72744 77.44976 (08091324) 413034.82 411740.60 3721428.83 3721923.16 39.02466 54.92365 (08091 41.57701 (08040301) 412868,94 3721523.24 46.15963 (06030 54.15135 (06010606) (08091403) 412687.91 3721425.01 3721679.25 39.99431 59.11085 (08091 62.43080 (08091324) 412730.94 3721980.43 69.51110 (08091 78,06275 (06091324) 412637,38 3722154.23 89.21506 (08092 103,55626 (08100206) 412543.81 3722328.02 134.22433 (08011 138.26910 (08071405) 412478.15 3722577.60 276.56312 (08030 * ** Newport Banning Ranch * ** * ** Baseline Oilfield One and Existing Fenceline Receptors 11/13/09 * ** ELEV * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW4 INCLUDING SOURCE(S): MOW4 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (yYmRD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412506.05 3722653.39 412470.99 3722805.41 412289.30 3722806.29 412107.60 3722807,16 411925.91 3722808.04 411788.65 3722779.79 411793.84 3722601,55 411748.66 3722424.79 411703.49 3722248.04 411699.45 3721997.22 411931.17 3721697.36 412121.15 3721578.56 412244.84 3720939.15 7 ** ARMOR - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL 270.81867 (08030620) 412533.94 3722729.18 286.92602 392.60229 (08053104) 412380.14 3722805.85 268.05474 193.18952 (08071304) 412198.45 3722806.73 120.57030 90,39060 (08120321) 412016,75 3722807.60 74.24382 63.97753 (08022904) 411835.06 3722808.48 56.27967 52.90996 (06012406) 411616.42 3722689.92 55.89779 54,51143 (06012222) 411771,25 3722513.17 52.89275 51.31895 (08021705) 411726.07 3722336.41 50,75126 56.11714 (08021501) 411680.90 3722159.66 73.47109 77.44976 (08021501) 411740.60 3721923.16 54.92365 48.77412 (08010121) 412000.63 3721676.92 49.86122 47.01336 (06010606) 412206.33 3721425.01 39.99431 26.46826 (08121606) * ** Newport Banning Ranch * ** ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** ELEV * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOWS INCLUDING SOURCE(S): MOWS * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL X -COORD (M) Y -COORD (M) CONC (YYMgDDHH.) IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC (08102 (08053 (08010 (06122 (08022 (06012 (08122 (08020 (08021 (08021 (08120 (06050 (YYMMD 412489.85 3722582.17 64.13843 (08053102) 412553.28 3722330.87 99.65221 (08053 412524.37 3722386.27 82.61169 (08053102) 412497.68 3722433.64 77.91559 (06053 412475.40 3722461,01 70,35761 (08053102) 412467,37 3722520.35 66.38214 (08053 Page 37 of 94 Newport Banning Rach Baseline AERMOD Model 412594.22 3722278.69 113,85166 ** GONG (06120624) 412609.46 3722233.72 153.91419 ** (08053 412659,26 (M) 3722176.72 (M) 250.19037 (08053104) 412731,52 (M) 3722032,20 (M) 220,90247 (08090 412776.48 - - 3721942.28 - - - 195.44780 - - - - (08102923) 412698.60 - - 3722100.45 - - - 231.89026 - - - (08053 413165.07 3721124.95 28,31861 (08121322) 412982.01 3721085.61 34.34502 (06042 412880.85 3720974.81 39.16607 (08091324) 412180.50 3721337.95 80.76049 (08021 412126.66 3721479.63 69.47402 (08021501) 412179.67 3721036.32 65.84129 (06010 412246.64 3720839.91 54,10331 (06120305) 412523.33 3720798.43 49.63971 (08022 412785.01 3720680.92 33.02892 (08042705) 412827.47 3720655.25 30.95571 (08091 412829.44 3720862.62 39.61429 (08030919) 412867.53 3720847.44 36.32343 (08030 412868.83 3721078,36 40,75998 (08011318) 413200,67 3721146.03 27.66060 (06121 412993.36 3721499.53 42.02824 (08071405) 412898.56 3721458.06 48.98315 (08071 412839.32 3721588.41 61.52479 (08071401) 412760.32 3721546.93 73.49448 (08071 412651.70 3721745.41 197,45118 (06102923) 412713.91 3721778.00 141.15766 (08102 412811.67 3721775.04 100,91669 (08030620) 412824,50 3721806.64 99.75023 (08030 412450.25 3722501.81 65.40602 (08071304) 412561.84 3722804.97 44.36673 (08031 411744.21 3722606.92 20,19223 (08091005) 411736.29 3722781.27 20.21460 (06051 411839.01 3722778.30 21.67617 (08120323) 411658.31 3722071.28 21.01788 (08120 411781.74 3721849.10 23.40027 (08012619) 411839.01 3721823.42 24.54686 (08012 411678.51 3721756.26 26,60271 (06012222) 411861,72 3721715.79 26.60276 (08022 412070.08 3721660.49 35.17968 (08121820) 412172,22 3721496.62 75.54543 (08021 412240.44 3721353.39 105.90111 (08021501) 412254.01 3721277.35 111.97748 (08021 412249.37 3721236.78 92,50015 (08021501) 412248,99 3721170.97 85.78592 (06010 412257.01 3721138.64 82.56746 (08010121) 412256.89 3721096.95 76.54007 (08120 412242.84 3721036.39 69.05660 (08021302) 412339.00 3720626.06 55.16003 (06022 412431.11 3720812,26 53,85999 (06121606) 412610.56 3720759.26 42.65116 (08091 412697,78 3720720.09 37.57349 (08011321) 412828.13 3720724,37 34.25792 (08091 412828.78 3720793.50 37.16416 (08030919) 412867.96 3720924.41 38.86955 (08091 412868.40 3721001.39 40,22517 (08091324) 412951.79 3721095.26 35.94641 (06042 413034.75 3721112.20 32.03109 (08050722) 413117.71 3721129.11 29.51698 (08121 413159.21 3721216.73 30.06667 (06071405) 413117.75 3721287.43 35.03565 (06071 413076.28 3721358.13 31,89041 (06071405) 413034,82 3721428.83 40.12636 (08071 412945.96 3721478.80 45.50594 (08071405) 412868,94 3721523,24 55.08957 (08071 412724.11 3721613.09 102.25179 (08030620) 412687.91 3721679.25 150.01173 (08030 412777.72 3721893,54 181.62413 (08030620) 412730.94 3721960.43 244.37963 (06090 412684.16 3722067.33 264.71383 (08053104) 412637.38 3722154.23 279.57844 (08053 412590.59 3722241.12 132.45046 (08053102) 412543.81 3722328.02 99.37113 (06053 412497.03 3722414,91 79,50985 (06053102) 412478.15 3722577.60 63.27157 (08053 7 *'* AERMOD - VERSION 09292 ' *' *'* Newport Banning Ranch ' *' * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * ** * *MODELOPTs: RegDFAULT GONG ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: MOW5 INCLUDING SOURCE(S): MOW5 * ** DISCRETE CARTESIAN RECEPTOR POINTS Page 38 of 94 ** GONG OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CORP (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 59.83106 - - - - - - - - - - (06053102) - - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 52.92067 - - - - - - - (08053 412470.99 3722805.41 46.32093 (08053102) 412380.14 3722805.85 41.77822 (08071 412289.30 3722806.29 35.01797 (08071304) 412196.45 3722806.73 26.82181 (08012 412107.60 3722807.16 26.58323 (08021622) 412016.75 3722807.60 24.73755 (08120 411925.91 3722808.04 22.96440 (08091606) 411835.06 3722808.48 21.45872 (08012 411788.65 3722779.79 20,88042 (08120323) 411616.42 3722689.92 21.68711 (06091 411793.84 3722601.55 21.69248 (08022402) 411771.25 3722513,17 21.54365 (08121 411748.66 3722424.79 21.51702 (08041020) 411726.07 3722336.41 21.33176 (06010 411703.49 3722248.04 21,16279 (06100901) 411660.90 3722159.66 20.99110 (08021 Page 38 of 94 Newport Banning Rach Baseline AERMOD Model 411699.45 3721997.22 VALUE 21.80209 57.74285 (08120321) 411740.60 ( 412244.84, 3721923.16 3720939.15, 411931.17 3721697.36 16.76, 28.73698 1.80) (08121807) 412000.63 HIGHEST 3721678,92 IS 412121.15 3721578.56 AT 50.04702 (08021501) 412206.33 0.00, 3721425.01 412244.84 3720939.15 RED 61.16569 VALUE (08011208) 38.35958 AT ( 412256.89, 7 * ** AERMOD - VERSION 09292 • ** * ** Newport Banning Ranch 1.80) DC 4TH HIGHEST VALUE IS 25.32489 * ** Baseline Oilfield Ops and Existing Fenceline 3721138.64, Receptors 11/13/09 * *MODELOPTs: RegDFAULT GONG 1.80) DC 5TH HIGHEST ELEV IS 25.30694 FLGPOL ( 412179.67, 3721036.32, 1.83, 1.83, 1.80) DC * ** THE SUMMARY OF MAXIMUM PERIOD ( 8764 HRS) RESULTS * -* ** GONG OF ALL IN MICROGRAMS /M * *3 22.51425 (08122 31.57487 (08012 81.13703 (08021 NETWORK GROUP ID AVERAGE GONG RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEOPS 1ST HIGHEST VALUE IS 57.74285 AT ( 412244.84, 3720939.15, 1.52, 16.76, 1.80) DC RED HIGHEST VALUE IS 53.39809 AT ( 412242.84, 3721038.39, 0.00, 17.07, 1.80) DC RED HIGHEST VALUE IS 38.35958 AT ( 412256.89, 3721096.95, 0.00, 17.07, 1.80) DC 4TH HIGHEST VALUE IS 25.32489 AT ( 412257.01, 3721138.64, 0.00, 17.37, 1.80) DC 5TH HIGHEST VALUE IS 25.30694 AT ( 412179.67, 3721036.32, 1.83, 1.83, 1.80) DC 6TH HIGHEST VALUE IS 23.31722 AT ( 412246.84, 3720839.91, 1.52, 1.52, 1.80) DC 7TH HIGHEST VALUE IS 18.32466 AT ( 412248.99, 3721170.97, 0.00, 17.37, 1.80) DC 8TH HIGHEST VALUE IS 15.32807 AT ( 412339.00, 3720826,08, 2.13, 17.68, 1.80) DC 9TH HIGHEST VALUE IS 12.07047 AT ( 412249.37, 3721236.78, 0.00, 20.12, 1.80) DC 10TH HIGHEST VALUE IS 10.02879 AT ( 412254.01, 3721277.35, 0.00, 23.77, 1.80) DC WNOCEAST 1ST HIGHEST VALUE IS 16.04272 AT ( 412637.38, 3722154.23, 29.92, 29.92, 1.80) DC RED HIGHEST VALUE IS 15.80988 AT ( 412590.59, 3722241,12, 29.57, 29.57, 1.80) DC. 3RD. HIGHEST VALUE IS 15.62814 AT ( 412684.16, 3722067.33, 30.82, 30.82, 1.80) DC 4TH HIGHEST VALUE IS 14.87720 AT ( 412609.48, 3722233.72, 29.58, 29.58, 1.80) DC 5TH HIGHEST VALUE IS 14.35536 AT ( 412730.94, 3721960.43, 31.39, 31.39, 1.80) DC 6TH HIGHEST VALUE IS 13.96959 AT ( 412594.22, 3722278.69, 28.58, 28.58, 1.80) DC 7TH HIGHEST VALUE IS 13.83375 AT ( 412543.61, 3722328.02, 25.82, 25.82, 1.80) DC BTH HIGHEST VALUE IS 13.72967 AT ( 412659.26, 3722176.72, 30.18, 30.18, 1.80) DC 9TH HIGHEST VALUE IS 13.62878 AT ( 412497.03, 3722414.91, 29.09, 29.09, 1.80) DC 10TH HIGHEST VALUE IS 13.51834 AT ( 412698.60, 3722100.45, 30.78, 30.78, 1.80) DC WNOC_NW 1ST HIGHEST VALUE IS 16.95646 AT ( 412107.60, 3722807.16, 2.13, 2.13, 1.80) DC ONO HIGHEST VALUE IS L6.62377 AT ( 412198.45, 3722806.73, 2.44, 2.44, 1.80) DC 3RD HIGHEST VALUE IS 15.80478 AT ( 412016.75, 3722807.60, 2.13, 2.13, 1.80) DC 4TH HIGHEST VALUE IS 14.46483 AT ( 412289.30, 3722806,29, 2.74, 2.74, 1.80) DC 5TH HIGHEST VALUE IS 12.72358 AT ( 411925.91, 3722806.04, 2.03, 2.03, 1.80) DC 6TH HIGHEST VALUE IS 12.54774 AT ( 412380.14, 3722805.85, 3.05, 29.87, 1.80) DC 7TH HIGHEST VALUE IS 8.43315 AT ( 411793.84, 3722601.55, 1.83, 1.83, 1.80) DC BTH HIGHEST VALUE IS 8.39321 AT ( 411816.42, 3722689.92, 1.83, 1.83, 1.80) DC 9TH HIGHEST VALUE IS 8.25394 AT ( 411771.25, 3722513,17, 1.83, 1.83, 1.80) DC 10TH HIGHEST VALUE IS 8.04537 AT ( 412470.99, 3722805.41, 6.27, 29.87, 1.80) DC 7 * ** AERMOD - VERSION 09292 * ** -* Newport Banning Ranch * ** Baseline Oilfield One and Existing Fenceline Receptors 11/13/09 * *MODELOPTE: RegDFAULT CONC ELEV FLGPOL * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** Page 39 of 94 Newport Banning Rach Baseline AERMOD Model * *MODELOPTs: RegDFAULT CONC FLGPOL GROUP ID ELEV * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** ** CONC OF ALL AVERAGE CONC IN MICROGRAMS /M * *3 NETWORK RECEPTOR (ED, ED, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID MOW2 1ST HIGHEST VALUE IS 17.05137 AT ( 413034.82, 3721428.83, 30.78, 30.78, 1.80) NETWORK GROUP ID - - - - - - - - - - - - - - - AVERAGE - - - - CONC - - - - - - - - - RECEPTOR - - - (XR, - - - - - - PH, ZELEV, - - - - - ZHILL, - - - ZFLAG) - - OF - - - - TYPE GRID -ID - - - - - - - - WNOC_FNW 1ST HIGHEST VALUE IS 19.37199 15.75863 AT ( 412107.60, 413076.26, 3722807.16, 3721356.13, 2.13, 31.70, 2.13, 31.70, 1.80) DC 2ND HIGHEST VALUE IS 16.62857 15.69432 AT ( 412198.45, 412898.56, 3722806.73, 3721458,06, 2.44, 26,11, 2.44, 30,78, 1.80) DC 3RD HIGHEST VALUE IS 18.30705 15.58884 AT ( 412016.75, 412993.36, 3722807,60, 3721499.53, 2.13, 24.58, 2,13, 32.00, 1.80) DC 4TH HIGHEST VALUE IS 15.70634 12.96183 AT ( 412289.30, 413117.75, 3722806.29, 3721287.43, 2.74, 31.68, 2.74, 31.68, 1.80) DC 5TH HIGHEST VALUE IS 15.01359 10.02081 AT ( 411925.91, 412868.83, 3722808.04, 3721078.36, 2.03, 28.67, 2.03, 28.67, 1.00) DC 6TH HIGHEST VALUE IS 13.89387 8.63581 AT ( 412380.14, 412868.94, 3722805.85, 3721523.24, 3.05, 30.57, 29.87, 30.57, 1.80) DC 7TH HIGHEST VALUE IS 9.58499 6.33076 AT ( 411816.42, 413159.21, 3722689.92, 3721216.73, 1.83, 31.09, 1.83, 31.09, 1.80) DC 8TH HIGHEST VALUE IS 9.53269 AT ( 411793.84, 3722601.55, 1.83, 1.83, 1.80) DC 9TH HIGHEST VALUE IS 9,27096 AT ( 411771.25, 3722513,17, 1.83, 1.83, 1.80) DC 10TH HIGHEST VALUE IS 8.89505 AT ( 411748.66, 3722424.79, 1.52, 1.52, 1.80) DC WNOCFEST 1ST HIGHEST VALUE IS 19.26571 AT ( 412637.38, 3722154.23, 29.92, 29.92, 1.80) DC 2ND HIGHEST VALUE IS 18.89372 AT ( 412590.59, 3722241.12, 29.57, 29.57, 1.80) DC 3RD HIGHEST VALUE IS 16.60089 AT ( 412684.16, 3722067.33, 30.82, 30.82, 1.80) DC 4TH HIGHEST VALUE IS 17,06502 AT ( 412730.94, 3721980,43, 31,39, 31,39, 1.80) DC 5TH HIGHEST VALUE IS 16.83225 AT ( 412609.48, 3722233.72, 29.58, 29.58, 1.80) DC 6TH HIGHEST VALUE IS 16.80204 AT ( 412543.81, 3722328.02, 25.82, 25.82, 1.80) DC 7TH HIGHEST VALUE IS 15.89808 AT ( 412651.70, 3721745.41, 30.67, 30.67, 1.80) DC 8TH HIGHEST VALUE IS 15.73370 AT ( 412497.03, 3722414.91, 29.09, 29.09, 1.80) DC 9TH HIGHEST VALUE IS 15.61736 AT ( 412594.22, 3722278.69, 28.58, 28.58, 1.80) DC 10TH HIGHEST VALUE IS 15.24470 AT ( 412553.28, 3722330,87, 24,66, 28,96, 1.80) DC MOW1 1ST HIGHEST VALUE IS 11.97949 AT ( 412256.89, 3721096.95, 0.00, 17.07, 1.80) DC 2ND HIGHEST VALUE IS 11.44011 AT ( 412431.17, 3720812.26, 4.90, 18.90, 1.80) DC 3RD HIGHEST VALUE IS 10.82809 AT ( 412242.84, 3721038.39, 0.00, 17.07, 1.80) DC 4TH HIGHEST VALUE IS 10.79810 AT ( 412257.01, 3721138.64, 0.00, 17.37, 1.80) DC 5TH HIGHEST VALUE IS 9,38680 AT ( 412248.99, 3721170,97, 0,00, 17.37, 1.80) DC 6TH HIGHEST VALUE IS 8.78952 AT ( 412339.00, 3720826.08, 2.13, 17.68, 1.80) DC 7TH HIGHEST VALUE IS 7.81643 AT ( 412244.84, 3720939.15, 1.52, 16.76, 1.80) DC SIR HIGHEST VALUE IS 7.40951 AT ( 412249.37, 3721236.78, 0.00, 20.12, 1.80) DC 9TH HIGHEST VALUE IS 7.28008 AT ( 412179.67, 3721036.32, 1.83, 1.83, 1.80) DC 10TH HIGHEST VALUE IS 6.41602 AT ( 412254.01, 3721277.35, 0.00, 23.77, 1.80) DC 7 ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 *R * *MODELOPTs: RegDFAULT CONC FLGPOL GROUP ID ELEV * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** ** CONC OF ALL AVERAGE CONC IN MICROGRAMS /M * *3 NETWORK RECEPTOR (ED, ED, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID MOW2 1ST HIGHEST VALUE IS 17.05137 AT ( 413034.82, 3721428.83, 30.78, 30.78, 1.80) DC 2ND HIGHEST VALUE IS 15.79700 AT ( 412945.96, 3721478.80, 26.30, 30.78, 1.80) DC 3RD HIGHEST VALUE IS 15.75863 AT ( 413076.26, 3721356.13, 31.70, 31.70, 1.80) DC 4TH HIGHEST VALUE IS 15.69432 AT ( 412898.56, 3721458,06, 26,11, 30,78, 1.80) DC 5TH HIGHEST VALUE IS 15.58884 AT ( 412993.36, 3721499.53, 24.58, 32.00, 1.80) DC 6TH HIGHEST VALUE IS 12.96183 AT ( 413117.75, 3721287.43, 31.68, 31.68, 1.80) DC 7TH HIGHEST VALUE IS 10.02081 AT ( 412868.83, 3721078.36, 28.67, 28.67, 1.80) DC 8TH HIGHEST VALUE IS 8.63581 AT ( 412868.94, 3721523.24, 30.57, 30.57, 1.80) DC 9TH HIGHEST VALUE IS 6.33076 AT ( 413159.21, 3721216.73, 31.09, 31.09, 1.80) DC Page 40 of 94 Newport Banning Rach Baseline AERMOD Model 10TH HIGHEST VALUE IS 7.36596 AT ( 412868.40, 3721001.39; 28.04; 28.04, 1.80) DC MOWS 7ST HIGHEST VALUE IS 110.54173 AT ( 412760.32, 3721546.93, 30.46, 30.48, 1.60) DC 2ND HIGHEST VALUE IS 103.54659 AT ( 412724.11, 3721613.09, 30.78, 30.78, 1.80) DC 3RD HIGHEST VALUE IS 60.18932 AT ( 412839.32, 3721568.41, 30.78, 30.78, 1.60) DC 4TH HIGHEST VALUE IS 79.83729 AT ( 412868.94, 3721523.24, 30.57, 30.57, 1.80) DC 5TH HIGHEST VALUE IS 78.71409 AT ( 412687.91, 3721679.25, 30.70, 30.70, 1.80) DC 6TH HIGHEST VALUE IS 29.72425 AT ( 412811.67, 3721775.04, 32.00, 32.00, 1.80) DC 7TH HIGHEST VALUE IS 29.49094 AT ( 412713.91, 3721778.00, 31.36, 31.36, 1.80) DC 8TH HIGHEST VALUE IS 26.51660 AT ( 412651.70, 3721745.41, 30.67, 30.67, 1.80) DO 9TH HIGHEST VALUE IS 25.05128 AT ( 412824.50, 3721806.64, 32.10, 32.10, 1.80) DC 10TH HIGHEST VALUE IS 17.25311 AT ( 412898.56, 3721458.06, 26.11, 30.78, 1.80) DC MOW4 1ST HIGHEST VALUE IS 53.93648 AT ( 412470.99, 3722805.41, 6.27, 29.87, 1.80) DC 2ND HIGHEST VALUE IS 45.76311 AT ( 412561.84, 3722804.97, 21.17, 27.74, 1.80) DC 3RD HIGHEST VALUE IS 44.76783 AT ( 412478.15, 3722577.60, 21.91, 26.52, 1.80) DO 4TH HIGHEST VALUE IS 40.66858 AT ( 412506.05, 3722653.39, 24.43, 29.87, 1.80) DC 5TH HIGHEST VALUE IS 39.74584 AT ( 412533.94, 3722729.18, 26.16, 29.57, 1.80) DC 6TH HIGHEST VALUE IS 39.64202 AT ( 412380.14, 3722805.85, 3.05, 29.87, 1.80) DC 7TH HIGHEST VALUE IS 38.97812 AT ( 412489.85, 3722582.17, 22.58, 25.60, 1.80) DC 8TH HIGHEST VALUE IS 33.28508 AT ( 412450.25, 3722501.81, 27.93, 27.93, 1.80) DC 9TH HIGHEST VALUE IS 33.13306 AT ( 412467.37, 3722520.35, 26.39, 27.74, 1.80) DO 10TH HIGHEST VALUE IS 24.97803 AT ( 412475.40, 3722481.01, 28.80, 28.80, 1.80) DC 7 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09. * *MODELOPTs: RegDFAULT COLT ELEV FLGPOL * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS. * ** ** CONS OF ALL IN MICROGRAMS /M * *3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (ED, ED, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MOW5 1ST HIGHEST VALUE IS 34.34732 AT ( 412684.16, 3722067.33, 30.82, 30.82, 1.80) DC 2ND HIGHEST VALUE IS 34.33615 AT ( 412730.94, 3721980.43, 31.39, 31.39, 1.80) DO 3RD HIGHEST VALUE IS 30.16707 AT ( 412651.70, 3721745.41, 30.67, 30.67, 1.80) DC 4TH HIGHEST VALUE IS 29.50871 AT ( 412731.52, 3722032.20, 31.13, 31.13, 1.80) DC 5TH HIGHEST VALUE IS 27.56313 AT ( 412698.60, 3722100.45, 30.78, 30.78, 1.80) DC 6TH HIGHEST VALUE IS 25.87035 AT ( 412637.38, 3722154.23, 29.92, 29.92, 1.80) DC 7TH HIGHEST VALUE IS 25.39936 AT ( 412776.48, 3721942.28, 31.70, 31.70, 1.80) DC 8TH HIGHEST VALUE IS 24.97761 AT ( 412777.72, 3721893.54, 31.93, 31.93, 1.80) DO 9TH HIGHEST VALUE IS 20.95343 AT ( 412659.26, 3722176.72, 30.18, 30.18, 1.60) DC 10TH HIGHEST VALUE IS 18.81886 AT ( 412713.91, 3721778.00, 31.36, 31.36, 1.80) DC * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP - DISCPOLR 7 * ** AERMOD - VERSION 09292 * ** * *MODELOPTs: RegDFAULT CONC FLGPOL * ** Newport Banning Ranch * ** Baseline Oilfield Ors and Existing Fenceline Receptors 11/13/09 ELEV * ** THE SUMMARY OF HIGHEST 1 -HR RESULTS * ** Page 41 of 94 Newport Banning Rach Baseline AERMOD Model ** CONC OF ALL IN MICROGRAMS /M * *3 ** DATE GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR,. ZELEV, ZHILL, ZFLAG) OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NBOPS HIGH 1ST HIGH VALUE IS WNOCEAST HIGH 1ST HIGH VALUE IS WNOC NW HIGH 1ST HIGH VALUE IS WNOC FNW HIGH 1ST HIGH VALUE IS WNOCFEST HIGH 1ST HIGH VALUE IS MOW1 HIGH 1ST HIGH VALUE IS MOWS HIGH 1ST HIGH VALUE IS MOWS HIGH 1ST HIGH VALUE IS MOW4 HIGH 1ST HIGH VALUE IS MOW5 HIGH 1ST HIGH VALUE IS 847.53148 ON 08021501: AT { 412246.84, 3720839.91, 1.52, 1.52, 1.80 97.99791 ON 08053104: AT ( 412637.38, 3722154.23, 29.92, 29.92, 1.80 113.02003 ON 08053104: AT ( 412198.45; 3722806.73, 2.44, 2.44, 1.80 121.24199 ON 08053104: AT ( 412198.45, 3722806.73, 2.44, 2.44, 1.80 110.54345 ON 08053104: AT ( 412637.36, 3722154.23, 29.92, 29.92, 1.80 481.29409 ON 08021501: AT ( 412339.00, 3720826.08, 2.13, 17.68, 1.80 139,.97695 ON 08053104: AT { 412945.96, 3721478.80, 26.30, 30.78, 1.80 571.36712 ON 08053104: AT ( 412667.91, 3721679.25, 30.70, 30.70, 1.80 392.60229 ON 08053104: AT ( 412470.99., 3722805.41, 6.27, 29_87, 1.80 279..57844 ON 08053104: AT ( 412637.38, 3722154.23, 29..92, 29.92, 1.80 * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR 7 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Baseline Oilfield Ops and Existing Fenceline Receptors 11/13/09 * *MODELOPTS: RegDFAULT COLO ELEV FLGPOL * ** Message Summary : AERMOD Model Execution --- - - - - -- Summary of Total Messages -- - - - - -- A Total of 0 Fatal Error Message(s) • Total of 2 Warning Message(s) • Total of 2985 Informational Message(s) • Total of 8784 Hours Were Processed • Total of 2920 Calm Hours Identified • Total of 65 Missing Hours Identified ( 0.74 Percent) * * * * * * ** FATAL ERROR MESSAGES * * * * * * ** * ** NONE * ** * * * * * * ** WARNING MESSAGES * * * * * * ** 00 W565 277 OUPLOT:Possible Conflict With Dynamically Allocated FUNIT PLOTFILE ON W565 278 PERPLT:Possible Conflict With Dynamically Allocated FUNIT PLOTFILE Page 42 of 94 AERMOD Finishes Successfully +++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Newport Banning Rach Baseline AERMOD Model Page 43 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model ** AERMOD Input Produced by: ** AERMOD View Ver. 6.2.1 ** Lakes Environmental Software Inc. ** Date: 1/13/2010 * File: C: \Documents and Settings \TRAVISKR \Desktop \Neeport Banning Ranch \NBR ERA 1 ll 2010 \AERMOD \NBRFOIL2.ADI +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ** AERMOD Control Pathway *+*++++++ + * + * + * + * + + + + + + + * + * + * + * + * + * + * + *+ CO STARTING TITLEONE Newport Banning Ranch TITLETWO Future Oilfield Impacts on Recreational Receptors 1/06/10 MODELOPT DFAULT CONC AVERTIME 1 PERIOD URBANOPT 3010759 OrangeCOUnty POLLUTID ALL FLAGPOLE 1,80 RUNORNOT RUN SAVEFILE NBRFOIL2.sv1 5 NBRFOIL2,SV2 CO FINISHED ** AERMOD Source Pathway SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord. ** LOCATION WNOC AREAPOLY 412031.856 3721734.791 1.580 ** DESCRSRC West Newport Oil Company - Consolidated Site LOCATION SHIPS AREAPOLY 412261.824 3721043.447 0.110 ** DESCRSRC NB Oil Wells Operations - Baseline & Future Site LOCATION TRUCKS2 AREAPOLY 412033.019 3721733.376 1.620 ** DESCRSRC Trucks - Future travel between NB & WNCC - Engine Exhaust LOCATION TRUCKS _F AREAPOLY 412033.019 3721733.376 1.620 ** DESCRSRC Trucks - Future travel between NB & WNOC - Fug Dust ** Source Parameters ** SRCPARAM WHOP 2.09E -5 5.000 36 1.200 AREAVERT WNOC 412031.856 3721734.791 412011.409 3721747.004 AREAVERT WNOC 411998.860 3721748.467 411996.071 3721759.084 AREAVERT WNOC 411964.203 3721763.564 411961.240 3721600.397 AREAVERT WNOC 412018.448 3722001.082 412098.646 3721978.992 AREAVERT WNCC 412085.670 3721929.279 412119.489 3721915.035 AREAVERT WNOC 412152.780 3721908.966 412179.126 3721907.671 AREAVERT WNOC 412194.470 3721912.245 412211.489 3721925.087 AREAVERT WHOP 412223.917 3721948.430 412229.097 3721975.481 AREAVERT WNOC 412229.069 3722004.838 412305.673 3721983.349 AREAVERT WNOC 412304,943 3721976,319 412326.932 3721969.654 AREAVERT WNOC 412326.576 3721976.100 412333.991 3721973.961 AREAVERT WNOC 412321,840 3721935,806 412306.717 3721916.706 AREAVERT WNCC 412265.595 3721902.801 412262.290 3721693.355 AREAVERT WNOC 412191.063 3721824.404 412176.968 3721799.008 AREAVERT WNOC 412156.235 3721795.133 412127.878 3721794.688 AREAVERT WNOC 412105,848 3721791,301 412096.312 3721785.734 AREAVERT WNOC 412088.993 3721792.365 412074.743 3721790.480 AREAVERT WNOC 412053,621 3721776,207 412039.601 3721747.799 SRCPARAM NBOPS 6.53E -5 5.000 20 1.200 AREAVERT NBOPS 412261.824 3721043.447 412279,246 3721046,686 AREAVERT RADAR 412297.173 3721053.657 412320.479 3721058.339 AREAVERT SHOPS 412324.960 3721043.997 412316.893 3721026.966 AREAVERT NBOPS 412324.960 3720984.838 412337.510 3720977.667 AREAVERT NBOPS 412336.613 3720966.014 412341,095 3720962,428 AREAVERT NBOPS 412341.991 3720947.190 412347.370 3720938.227 Page 44 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model AREAVERT NBOPS 412342.888 3720932.849 412351,851 3720910,440 AREAVERT NBOPS 412351,851 3720905.958 412346.473 3720898.787 AREAVERT DROPS 412355.437 3120854.865 412364.400 3720861.140 AREAVERT NBOPS 412364.438 3720839.244 412266.726 3720852.354 SRCPARAM TRUCKS2 0,0001341 5,000 12 1.200 AREAVERT TRUCKS2 412033.019 3721733.378 412152.754 3721556.042 AREAVERT TRUCKS2 412225.194 3721396.815 412256,638 3721324,891 AREAVERT TRUCKS2 412254.725 3721163.603 412286.737 3721053.541 AREAVERT TRUCKS2 412298.269 3721056.462 412264,532 3721186,201 AREAVERT TRUCKS2 412267.088 3721326.526 412231.868 3721404.963 AREAVERT TRUCKS2 412162.392 3721560.376 412038.895 3721141.671 SRCPARAM TRUCKS _1 0.0001341 0.000 12 1.200 AREAVERT TRUCKS F 412033,019 3721133,378 412152.754 3721556.042 AREAVERT TRUCKS _1 412225.194 3721396.815 412256.636 3721324.891 AREAVERT TRUCKS F 412254,725 3721163,803 412286.737 3721053.541 AREAVERT TRUCKS _1 412296.269 3721056.462 412264.532 3721166.201 AREAVERT TRUCKS F 412267,088 3721326,528 412231.868 3721404.963 AREAVERT TRUCKS _F 412162.392 3721560.376 412036.695 3721741.671 URBANSRC WNOC URBANSRC NBOPS URBANSRC TRUCKS2 URBANSRC TRUCKS F ** Variable Emissions Type: "By Hour -of -Day" ** variable Emission Scenario: "OPS" EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT SHOOS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS _F HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS F HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS _F HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS F HROFDY 1 1 1 1 1 1 SRCGROUP KNOT WNOC SRCGROUP DROPS DROPS SRCGROUP TRUCKS2 TRUCKS2 SRCGROUP TRUCKS F TRUCKS F SO FINISHED xxxxxxxxxxxxxxxx xxxxxxxxxxxxx ** AERMOD Receptor Pathway RE STARTING INCLUDED NBRFOIL2.rou RE FINISHED ** AERMOD Meteorology Pathway ME STARTING SURFFILE SNANKXO8.SFC PROFFILE SNANKX08.PFL SURFDATA 72297 2008 UAIRDATA 3190 2008 PROFBASE 0 METERS ME FINISHED xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx Page 45 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model ** AERMOD Output Pathway OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST ** Auto - Generated Plotfiles PLOTFILE 1 WNOC 1ST NBRFOIL2.AD \OIHIGOOI.PLT PLOTFILE PERIOD WNOC NBRFOIL2.AD \PEODG001.PLT PLOTFILE 1 NBOPS 1ST NBRFOIL2.AD\01H1G002.PLT PLOTFILE PERIOD NBOPS NBRFOIL2.AD \PE00G002.PLT PLOTFILE 1 TRUCKS2 1ST NBRFOIL2.AD \D1H1GO03 -PLT PLOTFILE PERIOD TRUCKS2 NBRFOIL2.AD \PEDOG003.PLT PLOTFILE 1 TRUCKS F 1ST NBRFOIL2.AD \Olhl GO04.PLT PLOTFILE PERIOD TRUCKS F NBRFOIL2.AD \PEOOG004.PLT OU FINISHED * ** SETUP Finishes Successfully * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTs: RegDFAOLT CONC FLOISE ELEV * ** MODEL SETUP OPTIONS SUMMARY * ** - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * *Model Is Setup For Calculation of Average CONCentration Values, DEPOSITION LOGIC — * *NO GAS DEPOSITION Data Provided. * *NO PARTICLE DEPOSITION Data Provided. * *Model Uses NO DRY DEPLETION. DRYDPLT = F * *Model Uses NO WET DEPLETION. WETDPLT - F * *Model Uses URBAN Dispersion Algorithm for the EEL for 4 Source(s), for Total of 1 Urban Area(s): Urban Population = 3010759.0 ; Urban Roughness Length = 1.000 m * *Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects, 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine, 5. No Exponential Decay for URBAN /Non -S02. 6. Urban Roughness Length of 1.0 Meter Assumed. * *Model Accepts FLAGPOLE Receptor Heights. * *Model Calculates 1 Short Term Average(s) of: 1 -HR and Calculates PERIOD Averages * *This Run Includes: 4 Source(s); 4 Source Group(.); and 52 Receptor(s) * *The Model Assumes A Pollutant Type of: ALL * *Model Set Tc Continue RUNning After the Setup Testing. * *Output Options Selected: Model Outputs Tables of PERIOD Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting ( PLOTFILE Keyword) * *NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours Page 46 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model b for Both Calm and missing Hours * *Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MEL) = 0.00 ; Decay Cost. = 0.000 Rot. Angle = Emission Units = GRAMS /SEC , Emission Rate Unit Factor = 0.10000E+ Output Units * *Approximate Storage Requireme * *File for Saving Result Arrays * ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL = MICROGRAMS /M * *3 ,ts of Model = 3.5 MB of RAM. NBRFOIL2.svl * ** Newport Banning Ranch * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * *' ELEV * ** SOURCE IDs DEFINING SOURCE GROUPS * ** GROUP ID SOURCE IDs WNOC WNOC , NBOPS NBOPS , TRUCKS2 TRUCKS2 , TRUCKS F TRUCKS F, * AERMOD - VERSION 09292 * * Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY HOUR - - - - - SCALAR - - - - - - HOUR - - - - * ** AREAPOLY SOURCE DATA * ** SCALAR - - - - - - HOUR - - - - SCALAR - - - - - - HOUR - - - - NUMBER EMISSION RATE LOCATION OF AREA BASE RELEASE NUMBER INIT. URBAN EMISSION RATE SOURCE PART. (:GRAMS /SEC A Y ELEV. HEIGHT OF VERTS. SE SOURCE SCALAR VARY ID - - - - - - CATS. - - - - /METER * *2) - - - - - - - (METERS) (METERS) - - - - - - - - - - (METERS) - - - - (METERS) - - - - - - - - - - (METERS) - - - - - - - - BY - - - - - - - - - - WNOC 0 0.20900E -04 412031.9 3721734.8 1.6 5.00 36 1.20 YES HROFDY NBOPS 0 0.65300E -04 412261.8 3721043.4 0.1 5.00 20 1.20 YES HROFDY TRUCKS2 0 0.13410E -03 412033.0 3721733.4 1.6 5.00 12 1.20 YES HROFDY TRUCKS F 0 0.13410E -03 412033.0 3721733.4 1.6 0.00 12 1.20 YES HROFDY * AERMOD - VERSION 09292 * * Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1 /08 /10 * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** SOURCE IDs DEFINING SOURCE GROUPS * ** GROUP ID SOURCE IDs WNOC WNOC , NBOPS NBOPS , TRUCKS2 TRUCKS2 , TRUCKS F TRUCKS F, * AERMOD - VERSION 09292 * * Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY HOUR - - - - - SCALAR - - - - - - HOUR - - - - SCALAR - - - - - - HOUR - - - - SCALAR - - - - - - HOUR - - - - SCALAR - - - - - - HOUR - - - - SCALAR - - - - - - HOUR - - - - SCALA - - - - SOURCE ID = WNOC SOURCE TYPE = AREAPOLY : 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 G .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E Page 47 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model SOURCE In = NBOPS , SOURCE TYPE = AREAPOLY : 19.2, 19.2, 19.2); ( 412500.0, 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 ,10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 ,10000E +01 22 .10000E +01 23. .10000E +01 24 ,10000E SOURCE ID - TRUCKS2 SOURCE TYPE = AREAPOLY 3721300.0, 28.7, 28.7, (412900.0, 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 ,10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20. .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = TRUCKS -F ; SOURCE TYPE = AREAPOLY 21.3, 29.9, 29.9); 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E * ** AERMOD - VERSION 09292 * ** * ** Newport Banning. Ranch * ** * ** Future Oilfield Impacts On Recreational Receptors 1/08/10 * ** *- MODELOPTS: RegDFAULT COMO ELEV FLGPOL * DISCRETE CARTESIAN RECEPTORS * ** (X- COORD, Y- COORD, ZELEV, CHILL, ZFLAG) (METERS) ( 412600.0, 3720900.0, 19.2, 19.2, 19.2); ( 412500.0, 3721000.0, 18.9, 18.9, ( 412600.0, 3721000.0, 19.2, 19.2, 19.2); ( 412600.0, 3721100.0, 19.5, 19.5, ( 412800.0, 3721200.0, 19.5, 29.6, 29.6); ( 412900.0, 3721200.0, 26.8, 26.8, ( 413100.0, 3721200.0; 30.8, 30.8; 30.8); ( 412800.0, 3721300.0, 28.7, 28.7, (412900.0, 3721300.0, 28.7, 28.7, 28.7); ( 412400.0, 3721400.0, 21.0., 21.0, ( 412500.0, 3721400.0, 17.1, 21.6, 21.6); ( 412600.0, 3721400.0, 24.4, 24.4, ( 412300.0, 3721500.0, 21.6, 21.6, 21.6.); ( 412400.0, 3721500.0, 25.6, 25.6, ( 412500.0, 3721500.0, 21.3, 29.9, 29.9); ( 412600.0, 3721500.0, 25.9, 25.9, ( 412700.0, 3721500.0, 29.6, 29.6, 29.6); ( 412900.0, 3721500.0, 30.8, 30.8, ( 413000.0, 3721500.0, 25.6, 31.7, 31.7); ( 412300.0, 3721600.0, 25.0, 25.0, ( 412400.0, 3721600.0, 28.0, 28.0, 28.0); ( 412500.0, 3721600.0, 29.6, 29.6, ( 412600.0, 3721600.0; 24.4, 29.0, 29.0); ( 412300.0, 3721700.0, 19.8, 26.2, (412400.0, 3721700.0, 25.9, 25.9, 25.9); ( 412500.0, 3721700.0, 29.6, 29.6, ( 412600.0, 3721700.0, 29.0, 29.0, 29.0); ( 412300.0, 3721800.0, 24.7, 24.7, ( 412400.0, 3721800.0, 29.0, 29.0, 29.0); ( 412500.0, 3721800.0, 29.6, 29.6, ( 412600.0, 3721800.0, 30.5, 30.5, 30.5); ( 412500.0, 3721900.0, 29_3, 29.3, ( 412600.0, 3721900.0, 30.5, 30.5, 30.5); ( 412600.0, 3722000.0, 30.5, 30.5, ( 412500.0, 3722100.0, 27.7, 29.6, 29.6); ( 412600.0, 3722100.0, 28.7, 28.7, ( 412700.0, 3721900.0, 31.4, 31.4, 31.4); ( 412700.0, 3721800.0, 31,4, 31.4, ( 412700.0, 3721100.0, 22.6, 22.6; 22.6); ( 412800.0, 3721100.0, 26.5, 26.5, ( 412700.0, 3721000.0, 22.6, 22.6, 22.6); ( 412367.8, 3721952.8, 15.1, 29.6, ( 412305.8, 3721305.6, 10.4, 18.9, 1.8); ( 412431.2, 3720873.8, 16.0, 16.0, ( 412396.1, 3720987.5, 16.7, 16.7, 1.8); ( 412427.1, 3721078.5, 10.0, 18.9, ( 412234.8, 3721533.4, 19.9, 19.9, 1.8); ( 412185.2, 3721721.6, 23.6, 23.6, ( 412236.9, 3721800.2, 12.6, 29.0, 1.8); ( 412530.5, 3722031.8, 28.9, 28.9, ( 412296.8, 3721413.5, 16.0, 16.0, 1.8); ( 412210.0, 3721638.9, 25.0, 25.0, * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * Future Oilfield Impacts on Recreational Receptors 1 /08 /10 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL METEOROLOGICAL DAYS SELECTED FOR PROCESSING * ** (1-YES; 0 =N0) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Page 48 of 94 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111 1 1 1 1 1 1 1 1 1 1 Newport Banning Ranch Consolidated Oilfield AERMOD Model 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111 1 1 1 1 1 1 1 1 1 1 1111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 111111111 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. * ** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES * ** (METERS /SEC) 1.54, 3.09, 5.14, 8.23, 10.80, * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL ** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA * ** Surface file: SNANKX08.SFC Met Version: 06 Profile file: SNANKX08.PFL Surface format: FREE Profile format: FREE Surface station no.: 72297 Upper air station na.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2008 Year: 2008 First 24 hours of scalar data YR MO BY JDY HR NO I. W* DT /DZ ZICNV ZIMCH M -0 LEN ZO BOWEN ALBEDO REF WS WO HT PER TA - - O8 - 01 - - - 01 - - 1 01 - - - - -999.0 - -9.000 - - - - -9.000 - - - - -9.000 - - - - -999. - - - -999. - - - - - - 99999.0 - - - 0.16 - - - - - 1.15 - - 1.00 - - - - 0.00 - - - 0. - - - 10.0 - - - - - 285.9 - 2 08 01 01 1 02 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0..00 0.. 10.0 283.1 2 08 01 01 1 03 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 260.9 2 08 01 01 1 04 -999.0 -9.000 -9.000 - 9..000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 08 01 01 1 05 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 282.0 2 08 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 08 01 01 1 07 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 08 01 01 1 08 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 0.53 0.00 0. 10.0 283.1 2 08 01 01 1 09 17.7 -9.000 -9.000 -9.000 46. -999. - 99999.0 0.16 1.15 0.31 0.00 0. 10.0 288.1 2 08 01 01 1 10 44.0 -9.000 -9.000 -9.000 96. -999. - 99999.0 0.16 1.15 0.24 0..00 0.. 10.0 292.0 2 08 01 01 1 11 62.8 -9.000 -9.000 -9.000 169. -999. - 99999.0 0.16 1.15 0.21 0.00 0. 10.0 295.4 2 08 01 01 1 12 71.1 - 9..000 -9.000 - 9..000 277. -999. - 99999.0 0.16 1.15 0.20 0.00 0. 10.0 295.4 2 08 01 01 1 13 70.7 -9.000 -9.000 -9.000 397. -999. - 99999.0 0.16 1.15 0.20 0.00 0. 10.0 295.9 2 08 01 01 1 14 60.8 0.179. 0.944 0.010 500. 174. -8.5 0.11 1.15 0.21 1.50 189. 10.0 295.9 2 08 01 01 1 15 41.4 0.173 0.866 0.011 567. 165. -11.2 0.11 1.15 0.24 1.50 202. 10.0 294.2 2 08 01 01 1 16 15.9 -9.000 -9.000 -9.000 593. -999. - 99999.0 0.16 1.15 0.33 0.00 0. 10.0 294.2 2 08 01 01 1 17 -13.8 0.256 -9.000 -9.000 -999. 301. 112.4 0.13 1.15 0.60 3.10 51. 10.0 293.1 2 08 01 01 1 18 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0..00 0.. 1o.0 290.9 2 08 01 01 1 19 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 290.4 2 08 01 01 1 20 -999.0 -9.000 -9.000 - 9..000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 287.0 2 08 01 01 1 21 -3.4 0.069 -9.000 -9.000 -999. 41. 8.6 0.13 1.15 1.00 1.50 30. 10.0 287.0 2 08 01 01 1 22 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 285.9 2 08 01 01 1 23 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 284.2 2 08 O1 01 1 24 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 283.1 2 First hour of profile data YR NO DY HR HEIGHT F WEIR WSPD AMB IMP sigmaA sigmaW sigmaV 06 01 01 01 10.0 1 -999. -99.00 286.0 99.0 -99.00 -99.00 F indicates top of profile ( =1) or below ( =0) * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * "* Future Oilfield Impacts an Recreational Receptors 1 /08 /10 * ** Page 49 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC ** INCLUDING SOURCE(S): WNOC , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -000RD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONS - - - - - - - 412600.00 - - - - - - - 3720900.00 - - - - - - - - - - - - - - 0.07449 - - - - - - - - - 412500.00 - - - - - - - 3721000.00 - - - - - - - - - - - - - - - 0.08063 412600.00 3721000.00 0,08659 412600.00 3721100.00 0.09559 412600.00 3721200.00 0.04332 412900.00 3721200.00 0.04291 413100,00 3721200,00 0,03074 412800,00 3721300.00 0.04245 412900.00 3721300.00 0.04078 412400.00 3721400.00 0.11634 412500.00 3721400.00 0.11515 412600.00 3721400.00 0.07530 412300.00 3721500.00 0.13500 412400.00 3721500.00 0.09315 412500.00 3721500.00 0,07193 412600.00 3721500.00 0.07847 412700.00 3721500.00 0.05884 412900.00 3721500.00 0.05217 413000.00 3721500.00 0,05217 412300.00 3721600.00 0.14464 412400.00 3721600.00 0.11343 412500.00 3721600.00 0.09666 412600,00 3721600,00 0,09262 412300,00 3721700.00 0.24628 412400.00 3721700.00 0.21259 412500.00 3721700.00 0.16088 412600.00 3721700.00 0.14445 412300.00 3721800.00 0.62303 412400.00 3721800.00 0.41635 412500.00 3721800.00 0.32036 412600.00 3721800.00 0,24682 412500.00 3721900.00 0.69389 412600.00 3721900.00 0.46450 412600.00 3722000.00 0.77882 412500.00 3722100.00 1,75764 412600.00 3722100.00 1.11836 412700.00 3721900.00 0.33041 412700.00 3721800.00 0.19442 412700,00 3721100,00 0,07086 412800,00 3721100.00 0.04643 412700.00 3721000.00 0,06754 412367.78 3721952.84 15.42700 412305.75 3721305.63 0.38564 412431.23 3720873.79 0.12952 412396.08 3720987.52 0.15736 412427.09 3721078.50 0.21488 412234,79 3721533.42 0,68602 412165.16 3721721.59 2.32391 412236.86 3721800.16 6.77843 412530.49 3722031.76 4.81366 412296,83 3721413.46 0,44890 412209.97 3721638.88 1.07232 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS ** INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONS OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412600.00 - - - - - - - 3720900.00 - - - - - - - - - - - - - - 1.12795 - - - - - - - - - 412500.00 - - - - - - - 3721000.00 - - - - - - - - - - - - - - - 4.60713 412600,00 3721000,00 2,37245 412600,00 3721100.00 3.39621 412800.00 3721200.00 1.06087 412900.00 3721200.00 0.78990 413100.00 3721200.00 0.39371 412800.00 3721300.00 1.14056 412900.00 3721300.00 0.82707 412400.00 3721400.00 1.75964 412500.00 3721400.00 2,59657 412600.00 3721400.00 2.11688 412300.00 3721500.00 0.79491 412400.00 3721500.00 0.85894 412500.00 3721500.00 1,09827 412600.00 3721500.00 1.53690 412700.00 3721500.00 1.22995 412900.00 3721500.00 0.82321 413000,00 3721500,00 0.66530 412300,00 3721600.00 0.49731 412400.00 3721600.00 0.55135 412500.00 3721600.00 0.76630 412600.00 3721600.00 1.03856 412300.00 3721700.00 0.43597 412400.00 3721700.00 0.53921 412500.00 3721700.00 0.58866 412600.00 3721700.00 0,80099 412300.00 3721800.00 0,42559 412400.00 3721800.00 0.36078 412500.00 3721800.00 0.47467 Page 50 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model 412600,00 (M) 3721800,00 (M) 0,59556 412500,00 (M) 3721900.00 (M) 0.40922 412600.00 _ _ _ 3721900,00 _ _ _ 0,49940 412600.00 _ _ _ 3722000.00 _ _ _ 0.42828 412500.00 3722100.00 0.32075 412600.00 3722100.00 0.42957 412700.00 3721900.00 0.55934 412700.00 3721800.00 0.65923 412700.00 3721100.00 1,69622 412800.00 3721100.00 0.91631 412700.00 3721000.00 1.16472 412367.78 3721952.84 1.79562 412305.75 3721305.63 9.01168 412431,23 3720873.79 9.02564 412396.06 3720967.52 43.52666 412427.09 3721078.50 43.62291 412234,79 3721533,42 2,31835 412185,16 3721721.59 1.26977 412236.86 3721800.16 1.76036 412530.49 3722031.76 1.53383 412296.83 3721413.48 4.37989 412209.97 3721638.88 1.50677 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 2.04868 412500.00 3721600.00 1.60409 412600.00 * Future Oilfield Impacts on Recreational 1,25375 Receptors 1 /08 /10 3721100.00 * *MODELOPTS: RegDFAULT CONC 412400.00 ELEV 2.14453 412500.00 FLGPOL 3721700.00 1.55431 412600,00 3721700,00 1,25069 412300,00 * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS2 ** INCLUDING SOURCE(S): TRUCKS2 , * DISCRETE CARTESIAN RECEPTOR POINTS * ** * GONG OF ALL IN MICROG RAN S /M * *3 X -COORD (M) Y -COORD (M) GONG X -COORD (M) Y -COORD (M) CANT _ _ _ _ _ _ _ 412600.00 _ _ _ _ _ _ _ 3720900.00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0.15616 _ _ _ _ _ _ _ _ _ 412500.00 _ _ _ _ _ _ _ 3721000.00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0.23931 412600.00 3721000.00 0.20733 412600.00 3721100.00 0.34722 412800.00 3721200.00 0.21269 412900.00 3721200.00 0.18228 413100.00 3721200.00 0,11000 412800.00 3721300.00 0.30897 412900.00 3721300.00 0.23937 412400.00 3721400.00 3.02998 412500,00 3721400,00 2,08769 412600,00 3721400.00 1.09099 412300.00 3721500.00 2.72657 412400.00 3721500.00 2.36111 412500.00 3721500.00 1.66639 412600.00 3721500.00 1.24060 412700.00 3721500.00 0.74220 412900.00 3721500.00 0.37606 413000.00 3721500.00 0,29390 412300.00 3721600.00 2.35458 412400.00 3721600.00 2.04868 412500.00 3721600.00 1.60409 412600.00 3721600.00 1,25375 412300.00 3721100.00 2.44157 412400.00 3721700.00 2.14453 412500.00 3721700.00 1.55431 412600,00 3721700,00 1,25069 412300,00 3721800.00 2.20125 412400.00 3721800.00 1.67522 412500.00 3721800.00 1.43735 412600.00 3721800.00 1.15324 412500.00 3721900.00 1,28984 412600.00 3721900.00 1.07370 412600.00 3722000.00 0.97223 412500.00 3722100.00 0,93574 412600.00 3722100.00 0.95066 412700.00 3721900.00 0.87240 412700.00 3721800.00 0.89246 412700.00 3721100.00 0,21706 412800.00 3721100.00 0.14163 412700.00 3721000.00 0.13517 412367.78 3721952.84 7.91842 412305,75 3721305,63 35,14225 412431,23 3720873.79 0.50333 412396.06 3720967.52 0.87745 412427.09 3721078.50 2.80561 412234.79 3721533.42 21.56384 412185.16 3721721,59 15.30867 412236.86 3721800.16 15.07748 412530.49 3722031.76 4.20235 412296.83 3721413.46 22,83765 412209.97 3721638.88 17.82533 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS -F ** INCLUDING SOURCE(S): TRUCKS F, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -000RD (M) CONC X -000RD (M) Y -COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - 412600.00 3720900.00 0.17677 412500.00 3721000.00 0.23571 Page 51 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model 412600,00 (M) 3721000,00 (M) 0,20255 412600,00 X -COORD 3721100.00 Y -COORD 0.31189 412800.00 (YYMMD 3721200,00 - - 0,19763 412900.00 - - - 22.01853 3721200.00 - - - - - - - - - (06040301) 0.16944 413100.00 - - - - - 3721000.00 3721200.00 - - - 22.60253 0.10143 412800.00 412600.00 3721300.00 3721000.00 0.28546 412900.00 3721300.00 412600.00 0.22268 412400.00 3721400.00 3.03771 412500.00 3721400.00 2,08370 412600.00 (08082407) 3721400.00 1.04972 412300.00 9.59495 3721500.00 (08082 2.54671 412400.00 3721200.00 3721500.00 6,63782 2.41532 412500.00 412800.00 3721500.00 3721300.00 1,73068 412600.00 3721500.00 412900.00 1.21757 412700.00 3721500.00 0.72088 412900.00 37215DO.00 0.35879 413000,00 (08061 3721500,00 0,28492 412300,00 16,39033 3721600.00 (08052522) 2.30540 412400.00 3121400.00 3721600.00 13.74082 2.07929 412500.00 412300.00 3721600.D0 3721500.00 1.63997 412600.00 3721600.00 412400.00 1.26505 412300.00 3721700.OD 2.46094 412400.D0 3721700.00 2.12608 412500.D0 (08082407) 372170D.D0 1.57508 412600.00 15.23787 3721700.00 (08082 1,25546 412300.00 3721500.00 3721800.00 15,62148 2.16125 412400.00 412900.00 372180D.DD 3721500.00 1.67475 412500.00 3721800.00 413000.00 1.44980 412600.00 3721800.00 1,16344 412500.00 3721900.00 1.29645 412600.00 (08061 3721900.00 1.06266 412600.00 21.65154 3722000.00 (08082407) 0.98420 412500,00 3721600.00 3722100,00 18.13002 0,94411 412600,00 412600.00 3722100.00 3721600.00 0.97412 412700.00 3721900.00 412300.00 0.86356 412700.00 372180D.D0 0.89835 412700.00 3721100.00 0.19410 412800.00 (06091107) 3721100.00 0.12592 412700.00 22.73584 3721DOO.D0 (08091 0.12318 412367.78 3721700.00 3721952.84 17,56126 8.66373 412305.75 412300,00 3721305.63 3121800.00 46,70460 412431,23 3720873.79 412400.00 0.55056 412396.08 3720987.52 0.98700 412427.09 3721078.50 3.01133 412234,79 (08111 3721533,42 31,70036 412165.16 21,26271 3721721.59 (08111408) 19.59103 412236.66 3721900.00 3721800.16 21.82943 17.06142 412530.49 412600.00 3722031.76 3721900.00 4.57735 412296,83 3721413,48 412600.00 31,67909 412209,97 3721638.88 24.07119 • ** AERMOD - VERSION 09292 * ** • ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTS: RegDFAULT COON ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC INCLUDING SOURCE(S): WNOC I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYNOIDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412600.00 - - - - - - 3720900.00 - - - - - - 22.01853 - - - - - - - - - - - - - (06040301) - - - - - - - 412500.00 - - - - - - - 3721000.00 - - - - - - 22.60253 - - - - - - - (08040 412600.00 3721000.00 22.19190 (08121321) 412600.00 3721100.00 21.32200 (08100 412800.00 3721200.00 8.87620 (08082407) 412900.D0 37212DO.OD 9.59495 (08082 413100.00 3721200.00 6,63782 (08091320) 412800.00 3721300.00 10.91004 (08082 412900.00 3721300.00 8.87435 (08082407) 412400.00 3721400.00 21.22519 (08061 412500.00 3721400.00 16,39033 (08052522) 412600,00 3121400.00 13.74082 (08082 412300.00 3721500.00 24.91785 (06061806) 412400.00 3721500.00 19.22766 (08061 412500.00 3721500,00 17,36055 (08082407) 412600,00 3721500.00 15.23787 (08082 412700,00 3721500.00 15,62148 (08091107) 412900.00 3721500.00 15.55322 (08091 413000.00 3721500.00 12.71763 (08091107) 412300.OD 3721600.00 25.57885 (08061 412400.00 3721600.00 21.65154 (08082407) 412500.00 3721600.00 18.13002 (08091 412600.00 3721600.00 22,57634 (08091107) 412300.00 3721700.00 29.03432 (08082 412400.00 3721700.00 27.60426 (06091107) 412500.00 3721700.00 22.73584 (08091 412600.00 3721700.00 17,56126 (08091107) 412300,00 3121800.00 28.28495 (08111 412400.00 3721600.00 25.75576 (06111406) 412500.00 3721800.00 24.30330 (08111 412600.00 3721800,00 21,26271 (08111408) 412500,00 3721900.00 21.82943 (08020 412600.00 3721900.00 17.36345 (08020509) 412600.00 3722000.00 30.03474 (08090 412500.00 3722100.00 40.49380 (08030620) 412600.00 3722100.00 20.14508 (08061 412700.00 3721900.00 14.01724 (0802D509) 412700.DD 37218DO.00 18.11789 (08111 412700.00 3721100.00 14,46242 (08123006) 412800.00 3721100.00 9.82571 (08042 412700.00 3721000.00 15.74517 (08123006) 412367.78 3721952.84 271.82185 (D8D71 412305.75 3721305.63 76,49829 (08030919) 412431,23 3720873.79 45.96874 (08091 412396.08 3720987.52 50.49989 (08091403) 412427.09 3721078.50 56.97657 (08030 412234.79 3721533,42 82,18436 (08030919) 412185,16 3721121.59 98.32912 (08091 412236,86 3721800,16 217.17771 (08071405) 412530.49 3722031.76 134.68175 (08071 412296.83 3721413.48 75.39836 (08030919) 412209.97 3721638.88 81.21107 (08040 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * Future Oilfield Impacts on Recreational Receptors 1 /08 /10 * ** Page 52 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS INCLUDING SOURCE(S): NBOPS , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -000RD (M) SONG (Y=DDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412600.00 - - - - - - 3720900.00 - - - - - - 38.69113 - - - - - - - - - - - - - (08111408) - - - - - - - 412500.00 - - - - - - - 3721000.00 - - - - - - 55.92250 - - - - - - - (08030 412600.00 3721000.00 46,44607 (08090707) 412600.00 3721100.00 81.04036 (08030 412800.00 3721200.00 19.52692 (06061306) 412900.00 3721200.00 21.32543 (08071 413100.00 3721200,00 19,27749 (08071401) 412800,00 3721300.00 65.43475 (08030 412900.00 3721300.00 26.91500 (06030620) 412400.00 3721400.00 127.09553 (08053 412500.00 3721400.00 100.35632 (08053104) 412600.00 3721400.00 108.57519 (08090 412300.00 3721500.00 41.80318 (08053102) 412400.00 3721500.00 60.40313 (08053 412500.00 3721500.00 96,62633 (08053104) 412600.00 3721500.00 66.59829 (08090 412700.00 3721500.00 79.62906 (08090606) 412900.00 3721500.00 67.27466 (08030 413000.00 3721500.00 67,13619 (08030620) 412300,00 3721600.00 28.70662 (08053 412400.00 3721600.00 29.85994 (06053104) 412500.00 3721600.00 94.04628 (08053 412600.00 3721600,00 40,57075 (08053104) 412300,00 3721700.00 27.52690 (08053 412400.00 3721700.00 19.15868 (06062007) 412500.00 3721700.00 81.66666 (08053 412600.00 3721700.00 61.79769 (08053104) 412300.00 3721800.00 25.91716 08053 412400.00 3721800.00 16.95160 (08062007) 412500.00 3721800.00 61.33883 (08053 412600.00 3721800.00 73,57920 (08053104) 412500.00 3721900.00 42.38964 (08053 412600.00 3721900.00 77.05806 (08053104) 412600.00 3722000.00 70.22958 (08053 412500.00 3722100.00 17,04996 (08053104) 412600,00 3122100.00 60.73261 (08053 412700.00 3721900.00 35.87575 (06053104) 412700.00 3721800.00 20.67480 (08053 412700.00 3721100,00 27,59500 (08071401) 412800,00 3721100.00 25.70915 (08090 412700.00 3721000.00 35.39039 (08090707) 412367.78 3721952.84 75.02673 (08050 412305.75 3721305.63 244.05541 (08031305) 412431.23 3720873.79 230.84177 (08071 412396.08 3720987.52 400.22423 (08030620) 412427.09 3721078.50 431.65717 (08102 412234.79 3721533.42 156,20206 (08053102) 412165.16 3721721.59 115.06414 (08071 412236.66 3721800.16 111.82376 (08053102) 412530.49 3722031.76 55.47284 (08031 412296.83 3721413.46 167,74692 (08053102) 412209.97 3721638.88 121.98949 (08011 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS2 INCLUDING SOURCE(S): TRUCKS2 , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONS OF ALL IN MICROGRAMS /M * *3 ** X -COORD - - - - - - - (M) - - Y -COORD - - - - (M) - - - CONS - - - - - - - (YYMMDDHH) - - - - - - - - - X -COORD - - - - - - - (M) - - Y -COORD - - - - - (M) - - - CONC - - - - - - (YY M9D - - - - 412600.00 3720900.00 26.76264 (06123006) 412500.00 3721000.00 29.64714 (08061 412600.00 3721000,00 22,95370 (08052522) 412600,00 3721100.00 18.81303 (08031 412600.00 3721200.00 12.16037 (06091107) 412900.00 3721200.00 10.20901 (08091 413100.00 3721200.00 8.10279 (08071405) 412800.00 3721300.00 9.23698 (08091 412900.00 3721300.00 8.45072 (08071405) 412400.00 3721400.00 35.38895 (08090 412500.00 3721400.00 34,08541 (08030620) 412600.00 3721400.00 24.80247 (08030 412300.00 3721500.00 40.22905 (08053104) 412400.00 3721500.00 30.89565 (08053 412500.00 3721500.00 24,50102 (08090606) 412600,00 3121500.00 27.74434 (08030 412700.00 3721500.00 20.51206 (08030620) 412900.00 3721500.00 6.91641 (08090 413000.00 3721500,00 6,61314 (08090707) 412300,00 3721600.00 27.26154 (08053 412400.00 3721600.00 38.75363 (08053104) 412500.00 3721600.00 27.69868 (08090 412600.00 3721600.00 28.43562 (08102923) 412300.00 3721700.00 28.85995 08053 412400.00 3721700.00 52.41369 (08053104) 412500.00 3721700.00 25.84104 (08090 412600.00 3721700.00 30,14151 (08090606) 412300.00 3721800.00 33.49068 (08053 412400.00 3721800.00 43.26068 (06053104) 412500.00 3721800.00 27.59679 (08053 Page 53 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model 412600.00 (M) 3721800,00 (M) 29,77000 (YYMMDDHH) (08090606) 412500,00 Y -COORD 3721900.00 CONC 37.31608 - - - - - - - 412600.00 (08053 412600.00 - - - 3721900.00 - - - - 26.55900 - - - - - - - 412500.00 (06090606) 412600.00 - - - 3722000.00 - - - 24.46705 412600.00 (08090 412500.00 3722100.00 43.71164 412600,00 (08053104) 412600.00 3722100.00 26.83037 412600.00 (08053 412700.00 3721900.00 29.62532 412900.00 (08090606) 412700.00 3721800.00 27.42479 413100.00 (08102 412700.00 3721100.00 12,60614 412800,00 (08091107) 412800.00 3721100.00 11.39994 412900.00 (08091 412700.00 3721000.00 13.33233 412400.00 (08031706) 412367.78 3721952.84 83.18748 412500.00 (08053 412305.75 3721305.63 232,32350 412600,00 (08011316) 412431,23 3720873.79 131.23154 412300.00 (08030 412396.06 3720967.52 139.96441 412400.00 (06030919) 412427.09 3721078.50 136.68704 412500.00 (08092 412234.79 3721533,42 200,46233 412600.00 (08053102) 412185,16 3721121.59 146.37737 412700.00 (08053 412236.66 3721800.16 111.53838 412900.00 (06053104) 412530.49 3722031.76 63.65543 413000.00 (08053 412296.83 3721413.48 250.52909 412300.00 (08053104) 412209.97 3721638.88 155.14831 412400.00 (08053 * ** MENGE - VERSION 09292 * ** * ** Newport Banning Ranch 3721600.00 30.65044 (08090 * ** 3721600.00 29,75320 * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** 412400.00 * *MODELOPTS: RegDFAULT CONC 66.33505 (06053104) ELEV 3721700.00 24.65172 (08090 FLGPOL 3721700,00 33,66782 (08090606) 412300,00 3721800.00 32.54286 (08053 412400.00 3721800.00 * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS -F 412600.00 3721800.00 INCLUDING SOURCE(S): TRUCKS F, 3721900.00 46.86728 (08053 * DISCRETE CARTESIAN RECEPTOR POINTS * ** * CONC OF ALL IN MICROG HAS S /M * *3 X -COORD (M) Y -COORD (M) GONG (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412600.00 - - - - - - 3720900.00 - - - - - - 46.58858 - - - - - - - - - - - - - (08101407) - - - - - - - 412500.00 - - - - - - - 3721000.00 - - - - - - 49.82062 - - - - - - - (08092 412600.00 3721000.00 32,36455 (08051619) 412600,00 3721100.00 26.85991 (08042 412600.00 3721200.00 12.45939 (08091107) 412900.00 3721200.00 12.18615 (08091 413100.00 3721200.00 8,50657 (08071405) 412800,00 3121300.00 11.63010 (08091 412900.00 3721300.00 6.79972 (06071405) 412400.00 3721400.00 36.48163 (08090 412500.00 3721400,00 36,48523 (08102923) 412600,00 3721400.00 27.37018 (08030 412300.00 3721500.00 39.97811 (06062007) 412400.00 3721500.00 38.24805 (08053 412500.00 3721500.00 25.23306 (08090606) 412600.00 3721500.00 28.86549 (08030 412700.00 3721500.00 22.55491 (08030620) 412900.00 3721500.00 6.99713 (08071 413000.00 3721500.00 6,71279 (08090707) 412300.00 3721600.00 34.38987 (08062 412400.00 3721600.00 44.59810 (08053104) 412500.00 3721600.00 30.65044 (08090 412600.00 3721600.00 29,75320 (08102923) 412300,00 3721700.00 28.74258 (08062 412400.00 3721700.00 66.33505 (06053104) 412500.00 3721700.00 24.65172 (08090 412600.00 3721700,00 33,66782 (08090606) 412300,00 3721800.00 32.54286 (08053 412400.00 3721800.00 48.00112 (06053104) 412500.00 3721800.00 31.36254 (08053 412600.00 3721800.00 32.99773 (08090606) 412500.00 3721900.00 46.86728 (08053 412600.00 3721900.00 24.22025 (08090606) 412600.00 3722000.00 23.20725 (08090 412500.00 3722100.00 55,29421 (08053104) 412600.00 3722100.00 28.36250 (08053 412700.00 3721900.00 34.63027 (08090606) 412700.00 3721800.00 30.84912 (08102 412700.00 3721100.00 16,63511 (08050722) 412800.00 3721100.00 11.53961 (08091 412700.00 3721000.00 17.71461 (06031706) 412367.78 3721952.84 91.28720 (08121 412305.75 3721305,63 370,80222 (08100206) 412431,23 3720873.79 192.19617 (08030 412396,08 3720987.52 227.80352 (08030919) 412427.09 3721078.50 220.01875 (08121 412234.79 3721533.42 353.95220 (08053102) 412185.16 3721721.59 240.47653 (08071 412236.86 3721800.16 161.26674 (08082903) 412530.49 3722031.76 82.16599 (08053 412296.83 3721413.46 320,49141 (08053104) 412209.97 3721638.88 230.00082 (08053 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE SUMMARY OF MAXIMUM PERIOD ( 6784 LES) RESULTS * ** * CONC OF ALL IN MICROG HAS S /M * *3 NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WNOC 1ST HIGHEST VALUE IS 15.42700 AT ( 412367.78, 3721952.84, 15.07, 29.57, 1.80) DC Page 54 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model AND HIGHEST VALUE IS 6,77843 AT ( 412236.86, 3721800,16, 12,64, 28.96, 1.80) PC DC 3RD HIGHEST VALUE IS 4,81366 AT ( AT ( 412530,49, 3721533,42, 3722031,76, 19,90, 28.92, 19.90, 28.92, 1.80) 1.80) 3RD PC 4TH HIGHEST VALUE IS 2.32391 412296.83, AT ( 412185.16, 3721121.59, 23.57, 23.57, PC 1.80) HIGHEST DC 5TH HIGHEST VALUE IS 1.75764 AT ( 412500.00, 24.99, 3722100.00, 24.99, 27.74, 1.80) 29.57, 5TH 29.57) VALUE PC 6TH HIGHEST VALUE IS 1,11836 3721721.59, AT ( 412600.00, 3722100,00, 28,65, DC 28.65, HIGHEST 26.65) IS DC 7TH HIGHEST VALUE IS 1.07232 AT ( 412209.97, 28.96, 3721638.88, 1.60) 24.99, 7TH 24.99, VALUE 1.80) 8.66373 DC 8TH HIGHEST VALUE IS 0,77862 15_07, AT ( 412600.00, 3722000,00, DC 30,48, HIGHEST 30.46, IS 30.48) DC 9TH HIGHEST VALUE IS 0.69369 AT ( 412500.00, 1.80) 3721900.00, 9TH 29.26, VALUE 29.26, 3.03771 29.26) AT ( DC 10TH HIGHEST VALUE IS 0,68602 21.03, AT ( 412234.79, PC 3721533,42, HIGHEST 19,90, IS 19.90, 1.80) 412427.09, DC NEOPS 1ST HIGHEST VALUE IS 43.62291 AT ( 412427.09, 3721078.50, 10.04, 18.90, 1.80) DC 2ND HIGHEST VALUE IS 43.52866 AT ( 412396.08, 3720987.52, 16.66, 16.66, 1.80) DC 3RD HIGHEST VALUE IS 9,02564 AT ( 412431.23, 3720873,79, 16,00, 16.00, 1.80) DC 4TH HIGHEST VALUE IS 9.01168 AT ( 412305.75, 3721305.63, 10.36, 18.90, 1.80) DC 5TH HIGHEST VALUE IS 4,60713 AT ( 412500.00, 3721000,00, 18,90, 18.90, 18.90) DC 6TH HIGHEST VALUE IS 4.37969 AT ( 412296.63, 3721413.46, 16.04, 18.04, 1.80) DC 7TH HIGHEST VALUE IS 3,39621 AT ( 412600.00, 3721100,00, 19.51, 19.51, 19.51) DC 8TH HIGHEST VALUE IS 2.59657 AT ( 412500.00, 3721400.00, 17.07, 21.64, 21.64) DG 9TH HIGHEST VALUE IS 2.37245 AT ( 412600.00, 3721000.00, 19.20, 19.20, 19.20) DC 10TH HIGHEST VALUE IS 2.31835 AT ( 412234.79, 3721533.42, 19.90, 19.90, 1.80) DC TRUCKS2 1ST HIGHEST VALUE IS 35.14225 AT ( 412305.75, 3721305.63, 10.36, 18.90, 1.60) DC 2ND HIGHEST VALUE IS 22,83765 AT ( 412296.83, 3721413,46, 18,04, 18.04, 1.80) DC 3RD HIGHEST VALUE IS 21.56364 AT ( 412234.79, 3721533.42, 19.90, 19.90, 1.80) DC 4TH HIGHEST VALUE IS 17,82533 AT ( 412209.97, 3721638,88, 24,99, 24.99, 1.80) DC 5TH HIGHEST VALUE IS 15.30867 AT ( 412185.16, 3721721.59, 23.57, 23.57, 1.80) DC 6TH HIGHEST VALUE IS 15.07148 AT ( 412236.86, 3721800.16, 12.64, 28.96, 1.80) DC 7TH HIGHEST VALUE IS 7.91842 AT ( 412367.78, 3721952.84, 15.07, 29.57, 1.80) DC BTH HIGHEST VALUE IS 4,20235 AT ( 412530.49, 3722031,76, 28,92, 28.92, 1.60) DC 9TH HIGHEST VALUE IS 3.02998 AT ( 412400.00, 3721400.00, 21.03, 21.03, 21.03) DC 10TH HIGHEST VALUE IS 2,80561 AT ( 412427.09, 3721078.50, 10,04, 18.90, 1.80) DC * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE SUMMARY OF MAXIMUM PERIOD ( 6784 HRS) RESULTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 NETWORK GROUP ID AVERAGE GONG RECEPTOR (RD, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID _ TRUCKS_F LET HIGHEST VALUE IS 46.70480 AT ( 412305.75, 3721305.63, 10.36, 18.9D, 1.BG) PC AND HIGHEST VALUE IS 31,70036 AT ( 412234.79, 3721533,42, 19,90, 19.90, 1.80) DC 3RD HIGHEST VALUE IS 31.67909 AT ( 412296.83, 3721413,48, 18.04, 18.04, 1.80) PC 4TH HIGHEST VALUE IS 24.07119 AT ( 412209.97, 3721638.86, 24.99, 24.99, 1.80) DC 5TH HIGHEST VALUE IS 19.59103 AT ( 412185.16, 3721721.59, 23.57, 23.57, 1.80) DC 6TH HIGHEST VALUE IS 11,08142 AT ( 412236.86, 3721800,16, 12,64, 28.96, 1.60) DC 7TH HIGHEST VALUE IS 8.66373 AT ( 412367.78, 3721952.84, 15_07, 29.57, 1.8G) DC 8TH HIGHEST VALUE IS 4,57735 AT ( 412530.49, 3722031,76, 28,92, 28.92, 1.80) DC 9TH HIGHEST VALUE IS 3.03771 AT ( 412400.00, 3721400.00, 21.03, 21.03, 21.03) PC 10TH HIGHEST VALUE IS 3,01133 AT ( 412427.09, 3721078,50, 10,04, 18.90, 1.80) DC * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL Page 55 of 94 Newport Banning Ranch Consolidated Oilfield AERMOD Model * ** THE SUMMARY OF HIGHEST 1 -HR RESULTS * ** * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** *- MODELOPTS: RegDFAULT CONC ELEV FLGPOL * Message Summary : AERMOD Model Execution --- - - - - -- Summary of Total Messages -- - - - - -- A Total of 0 Fatal Error Message(s) • Total of 0 Warning Me55age(5) • Total of 2985 Informational Message(s) • Total of 8784 Hours Were Processed • Total of 2920 Calm Hours Identified • Total of 65 Missing Hours Identified ( 0.74 Percent) * * * * * * ** FATAL ERROR MESSAGES * * * * * * ** NONE * * * * * * *• WARNING MESSAGES * * * * * * *• * ** NONE * ** AERMOD Finishes Successfully *. Page 56 of 94 ** CONQ OF ALL IN MICROGRAMS /M * *3 ** DATE GROUP ID - - - - - - - - - - - - - - - - AVERAGE - - - - - CONC - - - - (YYMMDDHH) - - - - - - - - RECEPTOR - - - - - - (XR, - - - - - YR, - - ZELEV, ZHILL, - - - - - - - ZFLAG) - - - - OF - - WNOC HIGH 1ST HIGH VALUE IS 271.82185 ON 08071401: AT ( 412367.78, 3721952.84, 15.07, 29.57, 1.80 NBOPS HIGH 1ST HIGH VALUE IS. 431.65717 ON 08102923: AT ( 412427.09, 3721078.50, 10.04, 18.90, 1.80 TRUCKS2 HIGH 1ST HIGH VALUE IS 250.52909 ON 08053104: AT ( 412296.83, 3721413.48, 18.04, 18.04, 1,80 TRUCKS F HIGH 1ST HIGH VALUE IS 370.80222 ON 08100206: AT ( 412305.75, 3721305.63, 10.36, 18.90, 1.80 * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield Impacts on Recreational Receptors 1/08/10 * ** *- MODELOPTS: RegDFAULT CONC ELEV FLGPOL * Message Summary : AERMOD Model Execution --- - - - - -- Summary of Total Messages -- - - - - -- A Total of 0 Fatal Error Message(s) • Total of 0 Warning Me55age(5) • Total of 2985 Informational Message(s) • Total of 8784 Hours Were Processed • Total of 2920 Calm Hours Identified • Total of 65 Missing Hours Identified ( 0.74 Percent) * * * * * * ** FATAL ERROR MESSAGES * * * * * * ** NONE * * * * * * *• WARNING MESSAGES * * * * * * *• * ** NONE * ** AERMOD Finishes Successfully *. Page 56 of 94 Newport Banning Ranch Proposed Project AERMOD Model ++++++*++ + * + * + * + * + * + * + * + * + * + * + * + + + + + * + *+ *' AERMOD Input Produced by: ** AERMOD View Ver. 6.2.1 ** Lakes Environmental Software Inc. ** Date: 11/16/2009 ** File: C: \Documents and Settings \TRAVISKR \Desktop \Newport Banning Ranch \NBR ERA 11 11 09 \AERMOD \NBRFRes.ADI ** AERMOD Control Pathway +++++++++ + + + + + + + + * + * + * + * + * + * + * + * + * + * + * +* CO STARTING TITLEONE Newport Banning Ranch TITLETWO Future Oilfield and Future Res /Comm Dev MODELOPT DFAULT CONC AVERTIME 1 PERIOD URBANOPT 3010759 Orange County POLLUTID ALL FLAGPOLE 1,80 RUNORNOT RUN SAVEFILE NBRFRes.svl 5 NBRFRes.sv2 CO FINISHED ** AERMOD Source Pathway +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SO STARTING *' Source Location '* ** Source In - Type - X Coord. - Y Coord. ** LOCATION WNOC AREAPOLY 412031.856 3721734.791 1.580 ** DESCRSRC West Newport Oil Company - Consolidated Site LOCATION SHOPS AREAPOLY 412261.824 3721043.447 0.110 ** DESCRSRC NB Oil Wells Operations - Baseline & Future Site LOCATION RES1 AREAPOLY 412880.344 3721394.715 22.660 *• DESCRSRC Residential (low medium) - South Area LOCATION RES2 AREAPOLY 412467.229 3721906,133 28.600 ** DESCRSRC Residential (low, medium) - North Area LOCATION RES3 AREAPOLY 412561.951 3722234.769 29.570 ** DESCRSRC Mixed use /residential - North Area LOCATION RES4 AREAPOLY 413062.516 3721309.019 31.390 ** DESCRSRC Mixed use /Residential - South Area LOCATION HOTEL AREAPOLY 412441.938 3721069.179 15.030 *• DESCRSRC Hotel area LOCATION TRUCKS2 AREAPOLY 412033.019 3721733.378 1.620 ** DESCRSRC Trucks - Future travel between NB & WNOC - Engine Exhaust LOCATION TRUCKS_F AREAPOLY 412033.019 3721733.378 1.620 ** DESCRSRC Trucks - Future travel between NB & WNOC - FUg Dust ** Source Parameters ** SRCPARAM WNOC 2.09E -5 5.000 36 1,200 AREAVERT WNOC 412031.856 3721734.791 412011.409 3721747.004 AREAVERT WNOC 411998,860 3721748,467 411996.071 3721759.084 AREAVERT KNOT 411984.203 3721763.584 411961,240 3721800,397 AREAVERT WNOC 412018.448 3722001.082 412098.646 3721978.992 AREAVERT WNOC 412085.670 3721929.279 412119.489 3721915.035 AREAVERT WNOC 412152,760 3721908,966 412179.126 3721907.671 AREAVERT WNOC 412194.470 3721912.245 412211.489 3721925.087 AREAVERT WNOC 412223,917 3721948,430 412229.097 3721975.481 AREAVERT WNOC 412229.069 3722004.838 412305.873 3721983.349 AREAVERT WNOC 412304,943 3721976.319 412326.932 3721969.854 AREAVERT WNOC 412326.578 3721976.100 412333,991 3721973,981 AREAVERT WNOC 412321.840 3721935.806 412306.717 3721916.706 AREAVERT WNOC 412285.595 3721902.801 412262.290 3721893.355 AREAVERT WNOC 412191,063 3721824,404 412176.966 3721799.006 AREAVERT WNOC 412156.235 3721795.133 412127.878 3721794.688 Page 57 of 94 Newport Banning Ranch Proposed Project AERMOD Model AREAVERT WNOC 412105,848 3721791.301 412096.312 3721785.734 AREAVERT NWC 412088.993 3721792.365 412074,743 3721790,480 AREAVERT WNOC 412053.621 3721776.207 412039.601 3721747.799 SRCPA NBOPS 6.53E -5 5.000 20 1.200 AREAVERT NBOPS 412261.824 3721043.447 412279,246 3721046,666 AREAVERT NBOPS 412297.173 3721053.857 412320.479 3721058.339 AREAVERT NBOPS 412324.960 3721043.997 412316,893 3721026,966 AREAVERT NBOPS 412324.960 3720964.636 412337.510 3720977.667 AREAVERT NBOPS 412336.613 3720966.014 412341.095 3720962,428 AREAVERT NBOPS 412341.991 3720947.190 412347.370 3720936.227 AREAVERT NBOPS 412342.888 3720932.849 412351.851 3720910.440 AREAVERT NBOPS 412351.651 3720905.958 412346.473 3720898.787 AREAVERT NBOPS 412355.437 3720654.865 412364,400 3720861,140 AREAVERT NBOPS 412364.438 3720839.244 412266.726 3720852.354 SRCPAR RES1 1.287E -5 5,000 40 1.200 AREAVERT RES1 412680.344 3721394.715 412854.065 3721370.363 AREAVERT RES1 412637.976 3721365,462 412761.197 3721292.684 AREAVERT RES1 412769.313 3721261.683 412799.054 3721249.951 AREAVERT RES1 412784.224 3721225.684 412791.273 3721197.781 AREAVERT RES1 412782.456 3721173.099 412762.548 3721158.584 AREAVERT RES1 412727,494 3721163,561 412714.522 3721145.409 AREAVERT RES1 412689.514 3721136.286 412667.533 3721136.878 AREAVERT RES1 412643,796 3721148,944 412635.065 3721170.692 AREAVERT RES1 412623.631 3721176.392 412604.935 3721171.860 AREAVERT RES1 412576.464 3721171.080 412530.224 3721147.593 AREAVERT RES1 412527.735 3721116.959 412520.371 3721098.115 AREAVERT RES1 412513.941 3721071.767 412499.314 3721060.675 AREAVERT RES1 412529.101 3721053.976 412538.822 3721063.072 AREAVERT RES1 412559,826 3721055,495 412644.241 3721034.516 AREAVERT RES1 412694.638 3721019.225 412727.376 3721013.095 AREAVERT RES1 412753,037 3721003.454 412771.119 3720989.072 AREAVERT RES1 412785.790 3720976.731 412784.372 3721003.485 AREAVERT RES1 412865,225 3721093.842 412941.317 3721146.858 AREAVERT RES1 412974.955 3721145.546 412985,042 3721157,982 AREAVERT RES1 412966.114 3721203.581 412921.929 3721314.360 SRCPA RES2 4.77E -06 5.000 41 1.200 AREAVERT RES2 412467,229 3721906,133 412431.455 3721903.176 AREAVERT RES2 412371.248 3721895.537 412313.010 3721866.920 AREAVERT RES2 412276,728 3721829,928 412269.501 3721805.820 AREAVERT RES2 412258.184 3721771.542 412223.157 3721737.298 AREAVERT RES2 412203,109 3721689.814 412210.362 3721642.724 AREAVERT RES2 412234.291 3721607.657 412248,271 3721568,417 AREAVERT RES2 412285.903 3721488.685 412317.997 3721425.137 AREAVERT RES2 412308.553 3721415.026 412293.123 3721370.281 AREAVERT RES2 412306,101 3721330,791 412324.159 3721317.013 AREAVERT RES2 412357.440 3721321.171 412382.379 3721313.227 AREAVERT RES2 412395,346 3721315,692 412427.913 3721354.613 AREAVERT RES2 412477.976 3721360.045 412490.831 3721377.770 AREAVERT RES2 412511.454 3721392.590 412545.138 3721390.165 AREAVERT RES2 412558.672 3721366,803 412582,883 3721340,265 AREAVERT RES2 412595.716 3721357.142 412595.747 3721374.618 AREAVERT RES2 412615.494 3721444.106 412641.892 3721445.104 AREAVERT RES2 412694,268 3721467,268 412741.398 3721500.536 AREAVERT RES2 412717.257 3721552.668 412634.013 3721702.589 AREAVERT RES2 412613,541 3721742.581 412598.401 3721787.514 AREAVERT RES2 412566.375 3721921.189 412548.268 3721944.676 AREAVERT RES2 412491.594 3721915.103 SRCPAR RES3 1,52E -5 5,000 27 1,200 AREAVERT RES3 412561.951 3722234.769 412599.433 3722164.745 AREAVERT RES3 412683.878 3722012.762 412770.988 3721856.838 AREAVERT RES3 412798,065 3721808,335 412798.194 3721600.092 AREAVERT RES3 412713.611 3721803.083 412616.901 3721752.253 AREAVERT RES3 412603.530 3721789.902 412593.806 3721850.372 AREAVERT RES3 412585.375 3721892.519 412576.012 3721917.607 AREAVERT RES3 412554.492 3721936.240 412557.800 3721971.892 AREAVERT RES3 412542.882 3722015.938 412540,098 3722044,175 AREAVERT RES3 412516.126 3722072.693 412496.025 3722101.333 AREAVERT RES3 412470.100 3722125.532 412463.918 3722138.466 AREAVERT RES3 412509,165 3722173,936 412515.579 3722195.574 AREAVERT RES3 412508.456 3722214.132 412497.712 3722224.586 Page 58 of 94 Newport Banning Ranch Proposed Project AERMOD Model AREAVERT RES3 412494,706 3722237.013 412515.566 3722261.936 AREAVERT RES3 412539.861 3722272.106 SRCPARAM RES4 0.0001343 5.000 5 1.200 AREAVERT RES4 413062.516 3721309.019 413129.340 3721189.358 AREAVERT RES4 413043,868 3721161,568 413035.580 3721257.735 AREAVERT RES4 413019.003 3721288.298 SRCPARAM HOTEL 2,141E -5 5.000 54 1,200 AREAVERT HOTEL 412441.936 3721069.179 412407.749 3721061.409 AREAVERT HOTEL 412397.907 3721032.918 412390.655 3721017.896 AREAVERT HOTEL 412392.727 3721008.053 412403.087 3720994.565 AREAVERT HOTEL 412406.195 3720947.964 412397.389 3720929.316 AREAVERT HOTEL 412395.835 3720919.473 412403.087 3720909.631 AREAVERT HOTEL 412418.627 3720905.487 412439,348 3720876,996 AREAVERT HOTEL 412450.744 3720081.140 412460.566 3720803.731 AREAVERT HOTEL 412471.464 3720906.523 412493,221 3720936,568 AREAVERT HOTEL 412491.667 3720945.892 412491.667 3720966.094 AREAVERT HOTEL 412502.545 3720982.153 412522.746 3720986.887 AREAVERT HOTEL 412536.216 3720966.815 412551.236 3720986.815 AREAVERT HOTEL 412571.441 3720978.009 412582.319 3720957.806 AREAVERT HOTEL 412583.355 3720940.194 412570.923 3720913.257 AREAVERT HOTEL 412583.355 3720699.789 412568,535 3720864,761 AREAVERT HOTEL 412585.945 3720073.370 412566.851 3720850.576 AREAVERT HOTEL 412576.103 3720848.506 412587,499 3720844,362 AREAVERT HOTEL 412606.666 3720843.844 412624.796 3720642.290 AREAVERT HOTEL 412642.927 3720832.447 412656,913 3720848,506 AREAVERT HOTEL 412666.755 3720884.767 412669.345 3720903.933 AREAVERT HOTEL 412679.187 3720918.437 412697.318 3720929.316 AREAVERT HOTEL 412715.966 3720929.834 412731.507 3720937.086 AREAVERT HOTEL 412772.326 3720925.324 412771,358 3720962,670 AREAVERT HOTEL 412784.919 3720973.332 412749.119 3721002.355 AREAVERT HOTEL 412714.930 3721012.198 412623,760 3721035.508 AREAVERT HOTEL 412560.045 3721051.566 412550.720 3721056.229 AREAVERT HOTEL 412537.252 3721060.373 412525,856 3721049.494 AREAVERT HOTEL 412489,595 3721059.337 412465.248 3721061.409 SRCPARAM TRUCKS2 0.0001341 5.000 12 1.200 AREAVERT TRUCKS2 412033.019 3721733.378 412152.754 3721556.042 AREAVERT TRUCKS2 412225.194 3721396.815 412256,638 3721324,891 AREAVERT TRUCKS2 412254.725 3721183.803 412288.737 3721053.541 AREAVERT TRUCKS2 412298.269 3721056.462 412264,532 3721186.201 AREAVERT TRUCKS2 412267.088 3721326.528 412231.868 3721404.963 AREAVERT TRUCKS2 412162.392 3721560.376 412036.895 3721741.671 SRCPARAM TRUCKS _F 0,0001341 0,000 12 1,200 AREAVERT TRUCKS _F 412033.019 3721733.378 412152.754 3721556.042 AREAVERT TRUCKS _F 412225.194 3721396.815 412256.638 3721324.891 AREAVERT TRUCKS _F 412254,725 3721163,803 412288.737 3721053.541 AREAVERT TRUCKS _F 412298.269 3721056.462 412264.532 3721186.201 AREAVERT TRUCKS _F 412267,088 3721326,528 412231.868 3721404.963 AREAVERT TRUCKS _F 412162.392 3721560.376 412038.895 3721741.671 URBANSRC WNOC URBANSRC NBOPS URBANSRC RES1 URBANSRC LESS URBANSRC RES3 URBANSRC RES4 URBANSRC HOTEL URBANSRC TRUCKS2 URBANSRC TRUCKS F ** variable Emissions Type: "By Hour -of -Day" �* Variable Emission Scenario: "OPS" EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT WNOC HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT NBOPS HROFDY 1 1 1 1 1 1 EMISFACT CHOPS HROFDY 1 1 1 1 1 1 EMISFACT RES1 HROFDY 1 1 1 1 1 1 EMISFACT RES1 HROFDY 1 1 1 1 1 1 Page 59 of 94 Newport Banning Ranch Proposed Project AERMOD Model EMISFACT RES1 HROFDY 1 1 1 1 1 1 EMISFACT RES1 HROFDY 1 1 1 1 1 1 EMISFACT RES2 HROFDY 1 1 1 1 1 1 EMISFACT PESO HROFDY 1 1 1 1 1 1 EMISFACT RES2 HROFDY 1 1 1 1 1 1 EMISFACT PESO HROFDY 1 1 1 1 1 1 EMISFACT RES3 HROFDY 1 1 1 1 1 1 EMISFACT RES3 HROFDY 1 1 1 1 1 1 EMISFACT RES3 HROFDY 1 1 1 1 1 1 EMISFACT RES3 HROFDY 1 1 1 1 1 1 EMISFACT REEF HROFDY 1 1 1 1 1 1 EMISFACT RES4 HROFDY 1 1 1 1 1 1 EMISFACT RES4 HROFDY 1 1 1 1 1 1 EMISFACT RES4 HROFDY 1 1 1 1 1 1 EMISFACT HOTEL HROFDY 1 1 1 1 1 1 EMISFACT HOTEL HROFDY 1 1 1 1 1 1 EMISFACT HOTEL RROFDY 1 1 1 1 1 1 EMISFACT HOTEL HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS2 HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS _F HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS _F HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS F HROFDY 1 1 1 1 1 1 EMISFACT TRUCKS_F HROFDY 1 1 1 1 1 1 SRCGROUP WNOC WNOC SRCGROUP NBOPS NBOPS SRCGROUP RES1 RES1 SRCGROUP PESO PESO SRCGROUP RES3 RES3 SRCGROUP RES4 RES4 SRCGROUP HOTEL HOTEL SRCGROUP TRUCKS2 TRUCKS2 SRCGROUP TRUCKS F TRUCKS F SRCGROUP ALL SO FINISHED ** AERMOD Receptor Pathway RE STARTING INCLUDED NBRFRes.rou RE FINISHED ** AERMOD Meteorology Pathway ME STARTING SURFFILE SNANKX08.SFC PROFFILE SNANKXOS.PFL SURFDATA 72297 2008 UAIRDATA 3190 2008 PROFBASE D METERS ME FINISHED * AERMOD Output Pathway 00 STARTING RECTABLE ALLAVE 1ST RECTAELE 1 1ST ** Auto- Generated Plotfiles PLOTFILE 1 WNOC 1ST NBRFRes.AD \O1H1G001.PLT Page 60 of 94 Newport Banning Ranch Proposed Project AERMOD Model PLOTFILE PERIOD WNOC NBRFRes.AD \PEOQGOOI.PLT PLOTFILE 1 NBOPS 1ST NBRFRes.AD \D1H1GO02.PLT PLOTFILE PERIOD NBOPS NBRFReS.AD \PE00G002.PLT PLOTFILE 1 RES1 1ST NBRFRes.AD \OlH1GO03.PLT PLOTFILE PERIOD RES1 NBRFRes.AD \PEOOG003.PLT PLOTFILE 1 RES2 1ST NBRFRes.AD \Ol H1GO04.PLT PLOTFILE PERIOD RES2 NERFRes.AD \PE00G004.PLT PLOTFILE 1 RES3 1ST NBRFRes.AD \Dl H1GO05.PLT PLOTFILE PERIOD RES3 NBRFRes.AD \PEO0G005.PLT PLOTFILE 1 RES4 1ST NBRFRes.AD \01H10006.PLT PLOTFILE PERIOD RES4 NBRFRes.AD \PE00GOO6.PLT PLOTFILE 1 HOTEL 1ST NBRFRes.AD \Dl Hl GD07.PLT PLOTFILE PERIOD HOTEL NBRFRes.AD \PE00G007.PLT PLOTFILE 1 TRUCKS2 15T NBRFRes.AD \01H1GOOB.PLT PLOTFILE PERIOD TRUCKS2 NBRFRes.AD \PEOOGOOB.PLT PLOTFILE 1 TRUCKS _F 1ST NBRFRes.AD \01H1G009.PLT PLOTFILE PERIOD TRUCKS F NBRFRes.AD \PE00G0Q9.PLT OU FINISHED * ** SETUP Finishes Successfully * ** * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC FLGPOL ELEV * ** MODEL SETUP OPTIONS SUMMARY * ** - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * *Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIQ -- * *NO GAS DEPOSITION Data Provided. * *NO PARTICLE DEPOSITION Data Provided. * *Model Uses NO DRY DEPLETION. DRYDPLT = F * *Model Uses NO WET DEPLETION. WETDPLT = F * *Model Uses URBAN Dispersion Algorithm for the SBL for 9. Source(s), for Total of 1 Urban Area(s): Urban Population = 3010759.0 ; Urban Roughness Length = 1.000 m * *Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay for URBAN /Non -S02. 6. Urban Roughness Length of 1.0 Meter Assumed. * *Model Accepts FLAGPOLE Receptor Heights. * *Model Calculates 1 Short Term Average(s) of: 1 -HR and Calculates PERIOD Averages * *This Run Includes: 9 Source(s); 10 Source Group(s); and 105 Receptor(s) * *The Model Assumes A Pollutant Type of: ALL * *Model Set To Continue RUNning After the Setup Testing **..Output Options Selected: Model Outputs Tables of PERIOD Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting ( PLOTFILE Keyword) * *NOTE: The Following Flags May Appear Following CORO Values: c for Calm Hours Page 61 of 94 Newport Banning Ranch Proposed Project AERMOD Model m for Missing Hours b for Both Calm and Missing Hours -Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 0.00 { Decay Coef. = 0.000 Rot. Angle .= Emission Units = GRAMS /SEC Emission Rate Unit Factor = 0.10000E+ Output Units * *Approximate Storage Require.. * *File for Saving Result Arrays * ** AERMOD - VERSION 09292 * ** * *MODELOPTS: RegDFAULT CONC FLGPOL MICROGRAMS /M * *3 its of Model - 3.6 MB of RAM. NBRFRes.svl * ** Newport Banning Ranch * *" * ** Future Oilfield and Future Res /Comm Dev * *" ELEV KNOC wNOC NBOPS NBOPS , RES1 RES1 RES2 RES2 RES3 RESG RES4 RES4 HOTEL HOTEL , TRUCKS2 TRUCKS2 , Page 62 of 94 * ** AREAPOLY SOURCE DATA * ** NUMBER EMISSION RATE LOCATION OF AREA BASE RELEASE NUMBER INIT, URBAN EMISSION RATE SOURCE PART. (GRAMS /SEC X Y ELEV. HEIGHT OF VERTS. SZ SOURCE SCALAR VARY ID - - - - - - CATS, - - - - /METER * *2) - - - - - - - (METERS) (METERS) - - - - - - - - - - (METERS) - - - - (METERS) - - - - - - - - - (METERS) - - - - - - - - - BY - - - - - - - - - - KNOC 0 0.20900E -04 412031.9 3721734.8 1.6 5.00 36 1.20 YES HROFDY NBOPS 0 0.65300E -04 412261.8 3721043.4 0.1 5.00 20 1.20 YES HROFDY RES1 0 0.12870E -04 412880.3 3721394.7 22.7 5.00 40 1.20 YES HROFDY RES2 0 0.47700E -05 412467.2 3721906.1 28.6 5.00 41 1,20 YES HROFDY HESS 0 0.15200E -04 412562.0 3722234.8 29.6 5.00 21 1.20 YES HROFDY RES4 0 0.13430E -03 413062.5 3721309.0 31.4 5.00 5 1,20 YES HROFDY HOTEL 0 0.21410E -04 412441.9 3721069.2 15.0 5.00 54 1.20 YES HROFDY TRUCKS2 0 0.13410E -03 412033.0 3721733.4 1.6 5.00 12 1.20 YES HROFDY TRUCKS -F 0 0.13410E -03 412033,0 3721733.4 1.6 0.00 12 1.20 YES HROFDY * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** SOURCE IDs DEFINING SOURCE GROUPS * ** GROUP ID SOURCE IDS KNOC wNOC NBOPS NBOPS , RES1 RES1 RES2 RES2 RES3 RESG RES4 RES4 HOTEL HOTEL , TRUCKS2 TRUCKS2 , Page 62 of 94 Newport Banning Ranch Proposed Project AERMOD Model TRUCKS_£ TRUCKS F, ALL WNOC , DROPS , RES1 , RES2 , RES3 , RES4 , HOTEL , TRUCKS2 , TRUCKS-Fr * ** AERMOD- VERSION 09292 * ** * ** Newport Banning Ranch * ** * *• Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY HOUR _ _ _ _ _ SCALAR _ _ _ _ _ _ HOUR _ _ _ _ SCALAR _ _ _ _ _ _ HOUR _ _ _ _ SCALAR _ _ _ _ _ _ HOUR _ _ _ _ SCALAR _ _ _ _ _ _ HOUR _ _ _ _ SCALAR _ _ _ _ _ _ HOUR _ _ _ _ SCALA _ _ _ _ SOURCE ID = WNOC SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = NBOPS SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID - RESS SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 B .10000E +01 9 .10000E +01 10. .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = RES2 SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 IB .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = RES3 SOURCE TYPE = AREAPOLY 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19. .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALA SOURCE ID = REST , SOURCE TYPE = AREAPOLY : 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E Page 63 of 94 Newport Banning Ranch Proposed Project AERMOD Model 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = HOTEL SOURCE TYPE = AREAPOLY ( 412524.4, 3722386.3, 17.7, 30.2, 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15. .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID = TRUCKS2 , SOURCE TYPE = AREAPOLY 31.1, 31.1, ( 412776.5, 3721942.3, 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 6 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E SOURCE ID - TRUCKS_F SOURCE TYPE - AREAPOLY 1.8); ( 412179.7, 3721036.3, 1.8, 1.8, 1 .10000E +01 2 .10000E +01 3 .10000E +01 4 .10000E +01 5 .10000E +01 6 .10000E 7 .10000E +01 8 .10000E +01 9 .10000E +01 10 .10000E +01 11 .10000E +01 12 .10000E 13 .10000E +01 14 .10000E +01 15 .10000E +01 16 .10000E +01 17 .10000E +01 18 .10000E 19 .10000E +01 20 .10000E +01 21 .10000E +01 22 .10000E +01 23 .10000E +01 24 .10000E * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 28.7, 1.8); ( 413200.7, * ** 3721146.0, 30.8, * ** Future Oilfield and Future Res /Comm Dev 24.6, * ** * *MODELOPTS: RsgDFAULT CONC ELEV FLGPOL * ** DISCRETE CARTESIAN RECEPTORS * ** (X- COORD, Y- COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 412489.8, 3722582.2, 22.6, 25.6, 1.8) ; ( 412553.3, 3722330.9, 24.7, 29.0, ( 412524.4, 3722386.3, 17.7, 30.2, 1.8); ( 412497.9, 3722433.6, 29.9, 29.9, ( 412475.4, 3722481.0, 28.8, 26.8, 1.8); ( 412467.4, 3722520.3, 26.4, 27.7, ( 412594.2, 3722278.7, 26.6, 28.6, 1.8); ( 412609.5, 3722233.7, 29.6, 29.6, ( 412659.3, 3722176.7, 30.2, 30.2, 1.8); ( 412731.5, 3722032.2, 31.1, 31.1, ( 412776.5, 3721942.3, 31.7, 31.7, 1.8); ( 412698.6, 3722100.4, 30.8, 30.6, ( 413165.1, 3721124.9, 30.8, 30.8, 1.8); ( 412982.0, 3721085.6, 27.5, 27.5, ( 412880.8, 3720974.8, 27.1, 27.1, 1.8); ( 412180.5, 3721337.9, 2.1, 21.6, ( 412126.7, 3721479.6, 1.9, 27.1, 1.8); ( 412179.7, 3721036.3, 1.8, 1.8, ( 412246.8, 3720839.9, 1.5, 1.5, 1.8); ( 412523.3, 3720798.4, 4.0, 21.0, ( 412785.0, 3720680.9, 3.2, 21.0, 1.8); ( 412827.5, 3720655.2, 3.2, 21.0, (412829.4, 3720862.6, 20.1, 20.1, 1.8); ( 412867.5, 3720647.4, 16.4, 25.0, ( 412868.8, 3721078.4, 28.7, 28.7, 1.8); ( 413200.7, 3721146.0, 30.8, 30.8, ( 412993.4, 3721499.5, 24.6, 32.0, 1.8); ( 412898.6, 3721458.1, 26.1, 30.8, ( 412839.3, 3721588.4, 30.8, 30.8, 1.8); ( 412760.3, 3721546.9, 30.5, 30.5, ( 412651.7, 3721745.4, 30.7, 30.7, 1.8); ( 412713.9, 3721778.0, 31.4, 31.4, ( 412811.7, 3721775.0, 32.0, 32.0, 1.8); ( 412624.5, 3721806.6, 32.1, 32.1, ( 412450.2, 3722501.8, 27.9, 27.9, 1.8); ( 412561.8, 3722805.0, 21.2, 27.7, ( 411744.2, 3722606.9, 1.5, 1.5, 1.8); ( 411738.3, 3722761.3, 1.5, 1.5, ( 411839.0, 3722778.3, 1.8, 1.8, 1.8); ( 411658.3, 3722071.3, 1.5, 1.5, ( 411781.7, 3721849.1, 0.5, 0.5, 1.8); ( 411839.0, 3721823.4, 0.2, 0.2, ( 411878.5, 3721756.3, 1.5, 1.5, 1.8)p ( 411861.7, 3721715.8, 1.5, 1.5, ( 412070.1, 3721660.5, 1.8, 26.2, 1.8); ( 412172.2, 3721496.6, 0.2, 28.7, ( 412240.4, 3721353.4, 0.4, 28.0, 1.8); ( 412254.0, 3721277.3, 0.0, 23.8, ( 412249.4, 3721236.6, 0.0, 20.1, 1.8); ( 412249.0, 3721171.0, 0.0, 17.4, ( 412257.0, 3721138.6, 0.0, 17.4, 1.8); { 412256.9, 3721096.9, 0.0, 17.1, ( 412242.8, 3721036.4, 0.0, 17.1, 1.8); ( 412339.0, 3720826.1, 2.1, 17.7, ( 412431.2, 3720812.3, 4.9, 18.9, 1.8); ( 412610.6, 3720759.3, 4.9, 21.6, ( 412697.8, 3720720.1, 3.3, 21.6, 1.8); ( 412828.1, 3720724.4, 11.0, 20.4, ( 412828.8, 3720793.5, 18.1, 19.5, 1.8)p ( 412868.0, 3720924.4, 24.0, 24.0, ( 412866.4, 3721001.4, 26.0, 28.0, 1.8); ( 412951.8, 3721095.3, 27.0, 27.7, ( 413034.8, 3721112.2, 29.2, 29..2, 1.8); ( 413117.7, 3721129.1, 30.8, 30.8, ( 413159.2, 3721216.7, 31.1, 31.1, 1.8); ( 413117.8, 3721287.4, 31.7, 31.7, ( 413076.3, 3721358.1, 31.7, 31.7, 1.8); { 413034.8, 3721428.8, 30.8, 30.8, ( 412946.0, 3721476.8, 26.3, 30.8, 1.8); ( 412666.9, 3721523.2, 30.6, 30.6, ( 412724.1, 3721613.1, 30.8, 30.8, 1.8); ( 412687.9, 3721679.2, 30.7, 30.7, Page 64 of 94 Newport Banning Ranch Proposed Project AERMOD Model ( 412777.7, 3721893.5, 31.9, 1.5, 31.9, 1.8); 1.8); ( 412730.9, 3722689.9, 3721980.4, 1.8; 31.4, (411793.8, 31.4, ( 412684.2, 3722067.3, 1.8, 30.8, 1.8); 30.8, 1.8); ( 412637.4, 1.8, 3722154.2, ( 411748.7, 29..9., 3722424.8, 29.9, ( 412590.6, 1.5, 3722241.1, 1.8); 29.6, 29.6, 1.8); ( 412543.8, ( 411703.5, 3722328.0, 3722248.0, 25.8, 1.5, 25.8, ( 412497.0, 1.8); 3722414.9, 29.1, 29.1, 1.5, 1.8); { 412478.1, 3721997.2, 3722577.6, 1.5, 21.9, 26.5, ( 412506.0, 3722653.4, 24.4, 1.2, 29.9; 1.8); ( 412533.9; 1.5, 3722729.2, 26.2; ( 412000.6, 29.6, ( 412471.0, 3722805.4, 26.2, 6.3, 29.9, 1.8); ( 412380.1, 3722805.8, ( 412206.3, 3.0, 3721425.0, 29.9, ( 412289.3, 28.7, 3722806.3, 2.7, 2.7, 16.8, 1.8); ( 412198.5, 3722806.7, 2.4, 2.4, ( 412107.6, 3722807.2, 2.1, 2.1, 1.8); ( 412016.8, 3722607.6, 2.1, 2.1, ( 411925.9, 3722808.0, 2.0, 2.0, 1.8); ( 411835.1, 3722808.5, 1.8, 1.8, * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dec * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** DISCRETE CARTESIAN RECEPTORS * ** (X- COORD, Y- COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 411768.6, 3722779.6, 1.5, 1.5, 1.8); ( 411816.4; 3722689.9, 1.8; 1.8, (411793.8, 3722601.5, 1.8, 1.8, 1.8); ( 411771.2, 3722513.2, 1.8, 1.8, ( 411748.7, 3722424.8, 1.5, 1.5, 1.8); ( 411726.1, 3722336.4, 1.5, 1.5, ( 411703.5, 3722248.0, 1.5, 1.5, 1.8); ( 411680.9, 3722159.7, 1.5, 1.5, ( 411699.5, 3721997.2, 1.5, 1.5, 1.8); ( 411740.6, 3721923.2, 1.2, 1.2, ( 411931.2, 3721697.4, 1.5, 22.9, 1.8); ( 412000.6, 3721678.9, 1.5, 26.2, ( 412121.1, 3721576.6, 0.0, 26.0, 1.8); ( 412206.3, 3721425.0, 0.4, 28.7, ( 412244.8, 3720939.1, 1.5, 16.8, 1.8); * ** AERMOD - VERSION 09292 * * Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev * *MODELOPTs: RegDFAULT CONC FLGPOL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ELEV * ** METEOROLOGICAL DAYS SELECTED. FOR PROCESSING * ** (1 =YES; 0 -NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INGLUDBD IN THE DATA FILE. * ** AERMOD - VERSION 09292 * ** * *MODELOPTs: RegDFAULT CONC FLGPOL Surface file: SNANKX06.SFC Profile file: SNANKXOS.PFL Surface format: FREE Profile format: FREE Surface station no.: 72297 Name: UNKNOWN * ** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES * ** (METERS /SEC) 1.54, 3.09, 5.14, 8.23, 10.80, * ** Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev ELEV * ** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA * ** Upper air station no.: 3190 Name: UNKNOWN Page 65 of 94 * ** Met version: 06 Newport Banning Ranch Proposed Project AERMOD Model F indicates top of profile ( =1) or below ( =0) * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Des * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HER) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC ** INCLUDING SOURCE(S): WNOC I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** GONG OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) Year: X -COORD 2008 Y -COORD (M) CONC - - - - - - - 412469.85 - - - - - - - 3722562,17 - - - - Year: 2006 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 5.60987 412524.37 First 24 hours of scalar data 3722433.64 4.90777 412475.40 3722481,01 4,67425 412467.37 3722520.35 4,57971 YR MO DY JDY HR HO 412609.48 U* 3722233.72 W* DT /DZ ZICNV ZIMCH M -O LEN ZO BOWEN ALBEDO REF WE WD HT REF TA _ _ 08 _ 01 _ _ O1 _ _ _ 1 01 _ _ _ _ -999.0 _ -9.000 _ _ _ _ -9.000 _ _ _ _ -9.000 _ _ _ _ _ -999. _ _ -999. _ _ _ _ _ - 99999.0 _ _ _ 0.16 _ _ _ _ 1.15 _ _ _ 1.00 _ _ _ _ 0.00 _ _ _ 0. _ _ _ 10.0 _ _ _ _ _ _ 285.9 2 08 01 01 1 02 -999.0 -9.000 -9,000 412126.66 -9.000 3721479.63 -999, -999, - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 283.1 2 06 01 01 1 03 -999.0 -9.000 0.13691 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 06 01 01 1 04 -999,0 -9.000 412868,83 -9,000 3721076.36 -9.000 0,13196 -999. -999. - 99999.0 0.16 1,15 1.00 0.00 0. 10.0 280.9 2 06 01 01 1 05 -999.0 -9.000 -9.000 -9.000 412760.32 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 262.0 2 08 01 01 1 06 -999.0 -9.000 3721775.04 -9.000 0,54629 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 08 01 01 1 07 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 280.9 2 08 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1,15 0.53 0.00 0. 10.0 263.1 2 06 01 01 1 09 17.7 -9.000 -9.000 -9.000 46. -999. - 99999.0 0.16 1.15 0.31 0.00 0. 10.0 286.1 2 08 01 01 1 10 44,0 -9.000 -9,000 -9.000 96, -999, - 99999.0 0.16 1,15 0.24 0.00 0. 10.0 292,0 2 06 01 01 1 11 62.8 -9.000 -9.000 -9.000 169. -999. - 99999.0 0.16 1.15 0.21 0.00 0. 10.0 295.4 2 06 01 01 1 12 71.1 -9.000 -9.000 -9.000 277. -999. - 99999.0 0.16 1,15 0.20 0.00 0. 10.0 295.4 2 06 01 01 1 13 70.7 -9.000 -9.000 -9.000 397. -999. - 99999.0 0.16 1.15 0.20 0.00 0. 10.0 295.9 2 08 01 01 1 14 60.8 0.179 0.944 0.010 500. 174. -8.5 0.11 1.15 0.21 1.50 189. 10.0 295.9 2 08 01 01 1 15 41.4 0.173 0.866 0.011 567. 165. -11.2 0.11 1.15 0.24 1.50 202. 10.0 294.2 2 08 01 01 1 16 15.9 -9.000 -9.000 -9.000 593. -999. - 99999.0 0.16 1,15 0.33 0.00 0. 10.0 294,2 2 06 01 01 1 17 -13.6 0.258 -9.000 -9.000 -999. 301. 112.4 0.13 1.15 0.60 3.10 51. 10.0 293.1 2 08 01 01 1 18 -999.0 -9.000 -9,000 -9.000 -999, -999, - 99999.0 0.16 1,15 1.00 0.00 0. 10.0 290.9 2 06 01 01 1 19 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 290.4 2 06 01 01 1 20 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1,15 1.00 0.00 0. 10.0 287.0 2 06 01 01 1 21 -3.4 0.069 -9.000 -9.000 -999. 41. 6.6 0.13 1.15 1.00 1.50 30. 10.0 267.0 2 08 01 01 1 22 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 285.9 2 08 01 01 1 23 -999.0 -9.000 -9.000 -9.000 -999. -999. - 99999.0 0.16 1.15 1.00 0.00 0. 10.0 284.2 2 08 01 01 1 24 -999.0 -9.000 -9,000 -9.000 -999. -999. - 99999.0 0.16 1,15 1.00 0.00 0. 10.0 263.1 2 First hour of profile data YR MO DY HR HEIGHT F WEIR WSPD AMB IMP sigohA sigohm sigmaV 08 01 01 01 10.0 1 -999. -99.00 286.0 99.0 -99.00 -99.00 F indicates top of profile ( =1) or below ( =0) * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Des * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HER) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC ** INCLUDING SOURCE(S): WNOC I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** GONG OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412469.85 - - - - - - - 3722562,17 - - - - - - - - - - - - - - 4.46631 - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 5.60987 412524.37 3722386.27 6.74537 412497.88 3722433.64 4.90777 412475.40 3722481,01 4,67425 412467.37 3722520.35 4,57971 412594.22 3722276.69 4.74746 412609.48 3722233.72 4.42514 412659,26 3722176.72 3.40547 412731.52 3722032.20 1,99717 412776.48 3721942.26 1.24392 412696.60 3722100.45 2.59132 413165.07 3721124.95 0.09913 412982.01 3721085.61 0.11826 412880.85 3720974.81 0.12785 412180.50 3721337.95 0.59305 412126.66 3721479.63 1,24988 412179.67 3721036.32 0,26800 412246.64 3720639.91 0.16754 412523.33 3720796.43 0.13691 412785.01 3720680.92 0,12033 412827,47 3720655.25 0,11650 412629.44 3720662.62 0.13996 412867.53 3720647.44 0.14099 412868,83 3721076.36 0,13196 413200,67 3721146,03 0.09963 412993.36 3721499.53 0.24351 412696.56 3721456.06 0.21816 412839.32 3721588.41 0.30209 412760.32 3721546.93 0.27863 412651.70 3721745.41 0.66423 412713.91 3721778.00 0.67095 412811,67 3721775.04 0,54629 412824,50 3721806.64 0,60065 412450.25 3722501.81 4.60717 412551.64 3722804.97 3.19091 Page 66 of 94 Newport Banning Ranch Proposed Project AERMOD Model 411744.21 (M) 3722808,92 (M) 1.24027 411738,29 (M) 3722781.27 (M) 1.29801 411839,01 - - - 3722778.30 - - 1,39149 411658.31 - - - 3722071,28 - - - - 3.94759 411781.74 3721849.10 5.08670 411839.01 3721823.42 6.83119 411878.51 3721756.28 6.77325 411861.72 3721715.79 5.10870 412070.06 3721660.49 4,65053 412172,22 3721496.62 1,16121 412240.44 3721353.39 0.55119 412254.01 3721277.35 0.42499 412249.37 3721236,78 0.38100 412248.99 3721170.97 0,32101 412257.01 3721138.64 0.29376 412256.69 3721096.95 0.26721 412242,84 3721036.39 0.24066 412339,00 3720826.08 0,14912 412431.17 3720812.26 0.13315 412610.56 3720759.26 0.12733 412697.78 3720720.09 0.12566 412828.13 3720724.37 0.12825 412828.78 3720793.50 0.13310 412867.96 3720924.41 0.13411 412868.40 3721001,39 0,12869 412951,79 3721095.26 0,12456 413034.75 3721112.20 0.11036 413117.71 3721129.11 0.10224 413159.21 09292 * 3721216,73 * ** Newport Banning Ranch 0,10984 413117,75 3721287,43 * ** 0,12194 413076.28 3721358.13 * ** Future Oilfield and Future 0.14040 413034.62 3721426.63 * ** 0.17097 412945,96 3721476.60 ELEV 0,22453 412868,94 3721523,24 0,24103 412724.11 3721613.09 0.36007 412687.91 3721679.25 0.48093 412777.72 3721893.54 0.98395 412730.94 3721980.43 1.68188 412684.16 3722067.33 2.56565 412637.38 3722154.23 3.62280 412590.59 3722241,12 4,75424 412543.81 3722328.02 5,62068 412497.03 3722414.91 5.14511 412476.15 3722577.60 4.56700 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8764 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC INCLUDING SOURCE(S): WHOP I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506,05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - - - - - - 3.76998 - - - - 412533.94 - - - - - - - 3722729,18 - - - - - - - - - - - - - - - 3.20325 412470.99 3722805.41 3.74840 412380.14 3722605.85 3.48664 412289.30 3722606.29 3.06221 412196.45 3722606.73 2,58033 412107.60 3722807.16 2.12877 412016.75 3722807.60 1.75600 411925.91 3722808.04 1.48268 411835.06 3722808.48 1.31716 411788.65 3722779.79 1.33431 411816.42 3722689.92 1.60243 411793.84 3722601,55 1,86516 411771,25 3722513.17 2,25503 411746.66 3722424.79 2.71616 411726.07 3722336.41 3.23725 411703.49 3722248.04 3,72609 411680.90 3722159.66 4,03314 411699.45 3721997.22 4.52096 411740.60 3721923.16 4.94296 411931,17 3721697.36 7.06430 412000.63 3721678,92 6,64965 412121.15 3721576.56 2.20064 412206.33 3721425.01 0.76638 412244.84 3720939.15 0.19857 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS ** INCLUDING SOURCE(S): NBOPS * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * CONC OF ALL IN MICROG PAR S /M * *3 X -COORD - - - - - - - (M) - - - Y -COORD - - - - (M) - - - - CONC - - - - - - - - - - X -COORD - - - - - - - - - (M) - - - Y -COORD - - - - (M) - - - - CONC - - - - - - - - - - - 412489.85 3722582.17 0.82161 412553.28 3722330.87 1.12924 412524,37 3722386.27 1,15405 412497,88 3722433.64 0,84302 412475.40 3722461.01 0.79660 412467.37 3722520.35 0.79685 Page 67 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412594.22 (M) 3722276.69 (M) 1.17677 412609,48 (M) 3722233.72 (M) 1.26061 412659,26 - - - 3722176.72 - - - 1,46684 412731.52 - - - 3722032.20 - - - - 1.95112 412776,48 3721942.28 2.29011 412698.60 3722100.45 1.70985 413165.07 3721124.95 1.08457 412982.01 3721085.61 1.63074 412860.85 3720974,81 1,46243 412160.50 3721337,95 5,77700 412126.66 3721479.63 3.27587 412179.67 3721036.32 25.31082 412246,84 3720839.91 23,32079 412523.33 3720798.43 2.93361 412785.01 3720680.92 0.61221 412627.47 3720655.25 0.68433 412829.44 3720862.62 1.13382 412867.53 3720847,44 1.07199 412666.63 3721076.36 2.19860 413200.67 3721146.03 1.04917 412993.36 3721499.53 2.73451 412898.56 3721458.06 3.28012 412839.32 3721588.41 3.18194 412760.32 3721546.93 3.85266 412651,70 3721745.41 3,11363 412713.91 3721778.00 2,95967 412811.67 3721775.04 2.77604 412824.50 3721806.64 2.64814 412450.25 3722501,81 0,77208 412561,84 3722804,97 0,72327 411744.21 3722606.92 0.37534 411736.29 3722781.27 0.36429 411839,01 3722776.30 0.39663 411658,31 3722071.28 0.86084 411781.74 3721849.10 1.24190 411839.01 3721823.42 1.31824 411878.51 3721756.28 1.50592 411861.72 3721715.79 1.62132 412070.08 3721660.49 1.96150 412172.22 3721496.62 3.39941 412240.44 3721353.39 6,72661 412254,01 3721277,35 10,03032 412249.37 3721236.78 12.07231 412246.99 3721170.97 16.32747 412257.01 3721138.64 25,32877 412256,89 3721096,95 38,36546 412242.64 3721036.39 53.40627 412339.00 3720626.06 15.33042 412431.17 3720812 26 4,96979 412610,56 3720759,26 1.61427 412697.76 3720720.09 1.14372 412826.13 3720724.37 0.76487 412828.78 3720793.50 0.87148 412861.96 3720924.41 1.27745 412868.40 3721001.39 1.71024 412951.79 3721095.28 1.83202 413034,75 3721112,20 1,46562 413117,71 3721129.11 1,21177 413159.21 3721216.73 1.25758 413117.75 3721287.43 1.46396 413076,28 3721358.13 1.72518 413034,82 3721428.83 2,07891 412945.96 3721478.80 2.92481 412868.94 3721523.24 3.15769 412724.11 3721613.09 3.79273 412687,91 3721679,25 3.55529 412777.72 3721893.54 2,45105 412730.94 3721980.43 2.11189 412684.16 3722067.33 1,77216 412637.38 3722154.23 1.47813 412590.59 3722241.12 1.20994 412543.81 3722328.02 1.09298 412497,03 3722414,91 0,87319 412478.15 3722577,60 0,82411 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 BAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS ** INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) GONG X -COORD (M) Y -000RD (M) GONG - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - 0.75445 - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 0.70057 412470.99 3722805,41 0,75934 412380.14 3722805.85 0,71006 412289.30 3722606.29 0.64302 412196.45 3722606.73 0.57547 412107.60 3722807,16 0,50995 412016.75 3722807,60 0,45298 411925.91 3722806.04 0.41113 411835.06 3722806.48 0.36620 411788.65 3722779.79 0.38874 411816.42 3722689.92 0.42427 411793.84 3722601.55 0.45857 411771.25 3722513.17 0.50070 411748.66 3722424,79 0,55169 411726.07 3722336.41 0,61278 411703.49 3722246.04 0.68413 411680.90 3722159.66 0.76666 411699.45 3721997.22 0,96394 411740.60 3721923.16 1,08867 411931.17 3721697.36 1.71941 412000.63 3721678.92 1.62070 412121.15 3721578.56 2,51082 412206.33 3721425.01 4,60392 412244.84 3720939.15 57.75169 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dec * ** Page 68 of 94 Newport Banning Ranch Proposed Project AERMOD Model * *MODELOPTS: RegDFADLT CONC ELEV FLGPOL xxx THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES1 xx INCLUDING SOURCE(S): RES1 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * ARMOR - VERSION 09292 * ** * ** Newport Banning Ranch xxx * ** Future Oilfield and Future Res /Comm Dev * ** * *MOEELOPTS: RegDFADLT CONC ELEV FLGPOL xxx THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES1 x* INCLUDING SOURCE(S): RES1 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412506.05 3722653.39 0.65476 412533.94 3722729.16 0.60412 412470.99 3722805.41 0.52151 412380.14 3722805.65 0.47567 Page 69 of 94 ** CONC OF ALL I IN MICROG RAM S /M * *3 * *Y X -COORD ( (M) Y Y -COORD ( (M) C CONC X X -COORD ( (M) Y Y -COORD ( (M) C CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412524.37 3 3722386.27 0 0.89870 4 412497.88 3 3722433.64 0 0.77350 412475.40 3 3722481,01 0 0,72265 4 412467,37 3 3722520.35 0 0,69806 412594.22 3 3722276.69 1 1.06642 4 412609.46 3 3722233.72 1 1.15167 412659,26 3 3722176,72 1 1.34917 4 412731.52 3 3722032,20 1 1,96271 412776.48 3 3721942.26 2 2.59406 4 412696.60 3 3722100.45 1 1.62985 413165.07 3 3721124.95 3 3.22420 4 412982.01 3 3721085.61 6 6.61131 412880.85 3 3720974.81 3 3.41828 4 412160.50 3 3721337.95 2 2.07439 412126.66 3 3721479.63 1 1,80806 4 412179.67 3 3721036.32 1 1,22920 412246.64 3 3720639.91 1 1.12997 4 412523.33 3 3720796.43 1 1.94497 412785.01 3 3720680.92 0 0,78957 4 412827,47 3 3720655.25 0 0,62237 412629.44 3 3720662.62 1 1.98815 4 412867.53 3 3720647.44 1 1.46160 412868,83 3 3721076.36 1 17,87026 4 413200.67 3 3721146.03 3 3.20056 412993.36 3 3721499.53 2 21.97843 4 412696.56 3 3721456.06 2 27.10720 412839.32 3 3721588.41 8 8.86998 4 412760,32 3 3721546.93 8 8.21805 412651.70 3 3721745.41 3 3.20001 4 412713.91 3 3721778.00 3 3.27366 412811,67 3 3721775.04 4 4,26007 4 412824,50 3 3721806.64 4 4,05637 412450.25 3 3722501.81 0 0.69580 4 412561.64 3 3722804.97 0 0.60565 411744,21 3 3722808.92 0 0,42369 4 411738.29 3 3722781,27 0 0,43320 411639.01 3 3722776.30 0 0.44214 4 411658.31 3 3722071.28 0 0.68564 411781.74 3 3721849.10 0 0,87693 4 411639.01 3 3721823,42 0 0.95057 411876.51 3 3721756.26 1 1.04850 4 411861.72 3 3721715.79 1 1.04333 412070.08 3 3721660.49 1 1.47936 4 412172.22 3 3721496.62 1 1.95584 412240.44 3 3721353.39 2 2.44623 4 412254.01 3 3721277.35 2 2.50859 412249.37 3 3721236.76 2 2,37115 4 412248.99 3 3721170.97 2 2,09855 412257.01 3 3721138.64 1 1.99949 4 412256.89 3 3721096.95 1 1.78592 412242.84 3 3721038.39 1 1.47245 4 412339.00 3 3720826,08 1 1.40634 412431.17 3 3720812.26 1 1.77313 4 412610.56 3 3720759.26 1 1.77415 412697,78 3 3720720.09 1 1.27162 4 412826.13 3 3720724.37 0 0.88319 412828.78 3 3720793.50 1 1,32061 4 412867.96 3 3720924.41 2 2.57682 412868.40 3 3721001.39 4 4.97720 4 412951.79 3 3721095.28 9 9.65426 413034.75 3 3721112.20 5 5.88842 4 413117.71 3 3721129.11 4 4.12198 413159.21 3 3721216.73 5 5,98607 4 413117,75 3 3721287,43 1 10,72531 413076.28 3 3721358.13 1 16.77240 4 413034.82 3 3721428.83 2 20.94119 412945.96 3 3721478.80 2 24.98884 4 412868.94 3 3721523.24 1 13.53975 412724.11 3 3721613.09 5 5.70244 4 412687.91 3 3721679.25 4 4.18436 412777,72 3 3721893,54 2 2,88291 4 412730.94 3 3721980.43 2 2,15276 412684.16 3 3722067.33 1 1.67339 4 412637.38 3 3722154,23 1 1.34950 412590.59 3 3722241.12 1 1.10999 4 412543.81 3 3722328.02 0 0.99342 412497.03 3 3722414.91 0 0.79621 4 412478.15 3 3722577.60 0 0.69010 ARMOR - VERSION 09292 * ** * ** Newport Banning Ranch xxx * ** Future Oilfield and Future Res /Comm Dev * ** * *MOEELOPTS: RegDFADLT CONC ELEV FLGPOL xxx THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES1 x* INCLUDING SOURCE(S): RES1 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412506.05 3722653.39 0.65476 412533.94 3722729.16 0.60412 412470.99 3722805.41 0.52151 412380.14 3722805.65 0.47567 Page 69 of 94 Page 69 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412289.30 3722806,29 0,45360 412198.45 3722806.73 ** 0.44258 412107.60 Y -COORD 3722807.16 CONC 0.43778 412016.75 Y -COORD 3722807.60 CONC 0.43613 411925.91 - - - - 3722582.17 3722808.04 - - - - - - - - - - - 2.34228 0.43405 411835.06 - - - - 3722330.87 3722808.48 - - - - - - - - - - - - 5.07743 0.43010 411788.65 3722366.27 3722779.79 3.84694 0.43770 411816.42 3722433.64 3722689.92 3,36860 0.47713 411793.84 3722481.01 3722601,55 2.87080 0,51339 411771,25 3722520.35 3722513.17 2.58056 0,54961 411748.66 3722278.69 3722424.79 6,47741 0.58302 411726.07 3722233.72 3722336.41 7,64797 0.61415 411703.49 3722176.72 3722248.04 9.51036 0,64134 411680.90 3722032.20 3722159.66 12.63146 0,66496 411699.45 3721942,28 3721997.22 12,66594 0.74427 411740.60 3722100.45 3721923.16 11.67345 0.60636 411931,17 3721124.95 3721697.36 0.33397 1,16347 412000.63 3721085.61 3721678.92 0.36756 1.30594 412121.15 3720974.81 3721576.56 0.33498 1.67977 412206.33 3721337.95 3721425.01 2.48841 2.18907 412244.84 3721479.63 3720939.15 3.15725 1.27437 3721036.32 1.00904 412246.84 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES2 ** INCLUDING SOURCE(S): RES2 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** Page 70 of 94 ** CONC OF ALL IN MICROG SAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - - - - - 2.34228 - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 5.07743 412524,37 3722366.27 3.84694 412497,88 3722433.64 3,36860 412475.40 3722481.01 2.87080 412467.37 3722520.35 2.58056 412594,22 3722278.69 6,47741 412609.48 3722233.72 7,64797 412659.26 3722176.72 9.51036 412731.52 3722032.20 12.63146 412776.48 3721942,28 12,66594 412698,60 3722100.45 11.67345 413165.07 3721124.95 0.33397 412982.01 3721085.61 0.36756 412880.85 3720974.81 0.33498 412180.50 3721337.95 2.48841 412126.66 3721479.63 3.15725 412179.67 3721036.32 1.00904 412246.84 3720839.91 0,56766 412523.33 3720798.43 0,27120 412785.01 3720680.92 0.16313 412827.47 3720655.25 0.15516 412829.44 3720862,62 0,26218 412867,53 3720847,44 0,24460 412866.63 3721076.36 0.43500 413200.67 3721146.03 0.33746 412993,36 3721499,53 1.93167 412898,56 3721456.06 2,21260 412839.32 3721588.41 7.14422 412760.32 3721546.93 13.54530 412651.70 3721745.41 29.56239 412713.91 3721778.00 19.47824 412811.67 3721775.04 11.48586 412824.50 3721806.64 10.83167 412450.25 3722501,81 2,56543 412561,84 3722804,97 1,76406 411744.21 3722806.92 0.69666 411736.29 3722781.27 0.72031 411839.01 3722778.30 0,74144 411658.31 3722071,28 1,24020 411781.74 3721649.10 1.54039 411639.01 3721823.42 1.75982 411876.51 3721756,28 1.87511 411861.72 3721715,79 1.69649 412070.08 3721660.49 3.53626 412172.22 3721496.62 4.26369 412240.44 3721353.39 3.53980 412254.01 3721277.35 2.52461 412249.37 3721236.78 2.05710 412248.99 3721170.97 1.55751 412257,01 3721138.64 1,37761 412256.89 3721096.95 1,16644 412242.64 3721036.39 0.99243 412339.00 3720826.08 0.46664 412431,17 3720812,26 0,35954 412610.56 3720759.26 0,21413 412697.78 3720720.09 0.18087 412828.13 3720724.37 0.18636 412826.78 3720793.50 0.22426 412867.96 3720924.41 0.29985 412868,40 3721001.39 0,35943 412951.79 3721095.28 0.41262 413034.75 3721112.20 0.38400 413117.71 3721129.11 0.35738 413159.21 3721216.73 0.42851 413117.75 3721287.43 0.56699 413076.26 3721358.13 0,79468 413034,82 3721428.83 1,19797 412945.96 3721478.80 2.08173 412868.94 3721523.24 3.92989 412724,11 3721613.09 22.40851 412687,91 3721679.25 26.91788 412777.72 3721893.54 12.88838 412730.94 3721980.43 14.15003 412684.16 3722067.33 13.19796 412637.38 3722154.23 10.28039 412590.59 3722241.12 7,28005 412543,81 3722328,02 5.05140 412497.03 3722414.91 3.55458 412478.15 3722577,60 2.29759 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** Page 70 of 94 Newport Banning Ranch Proposed Project AERMOD Model * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES2 ** INCLUDING SOURCE(S): RES2 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** GONG OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) GONG X -COORD (M) Y -000RD (M) GONG - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - 2.12074 - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 1.95133 412470.99 3722805.41 1,36108 412380.14 3722805.85 1,12734 412289.30 3722606.29 0.96257 412196.45 3722606.73 0.64506 412107,60 3722807,16 0.77357 412016,75 3722807,60 0,73914 411925.91 3722806.04 0.72379 411635.06 3722806.48 0.71320 411788.65 3722779.79 0.73109 411816.42 3722689.92 0.82577 411793.84 3722601.55 0.91502 411771.25 3722513.17 1.00403 411748.66 3722424,79 1,06506 411726.07 3722336.41 1,15844 411703.49 3722246.04 1.21567 411680.90 3722159.66 1.24696 411699.45 3721997.22 1,34895 411740.60 3721923.16 1,45175 411931.17 3721697.36 2.07433 412000.63 3721676.92 2.63447 412121.15 3721576.56 3,97564 412206,33 3721425.01 4.03996 412244.64 3720939.15 0.75696 413200.67 3721146,03 0,21776 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT GONG ELEV FLGPOL * ** THE PERIOD ( 8784 HAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES3 ** INCLUDING SOURCE(S): RES3 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CORO OF ALL IN MICROGRAMS /M * *3 ** R -COORD (M) Y -COORD (M) CONC R -COORD (M) Y -COORD (M) GONG - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - - - - - 3.61439 - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 20.96474 412524.37 3722386.27 8.94768 412497.88 3722433.64 6.90393 412475.40 3722461,01 5,13279 412467,37 3722520.35 4,27903 412594.22 3722276.69 40.27120 412609.46 3722233.72 49.20002 412659.26 3722176,72 47,33531 412731,52 3722032.20 50,76005 412776.46 3721942.28 44.02000 412696.60 3722100.45 49.76112 413165.07 3721124,95 0,21431 412982.01 3721085,61 0,19397 412880.65 3720974.81 0.15766 412180.50 3721337.95 0.73314 412126.66 3721479.63 0.81856 412179.67 3721036.32 0.50504 412246.84 3720839.91 0.36236 412523.33 3720798.43 0.19259 412765.01 3720660.92 0,10174 412827,47 3720655.25 0.09463 412829.44 3720662.62 0.13493 412667.53 3720647.44 0.12546 412868.83 3721078.36 0,19182 413200.67 3721146,03 0,21776 412993.36 3721499.53 0.53607 412896.56 3721456.06 0.52720 412839,32 3721588,41 0.93223 412760.32 3721546.93 0,85828 412651.70 3721745.41 7.25876 412713.91 3721776.00 9.98514 412811.67 3721775.04 4.42790 412824.50 3721806.64 1.81002 412450.25 3722501.81 4.41427 412561.84 3722804.97 2.52540 411744,21 3722808.92 0,89962 411738.29 3722761,27 0,91008 411639.01 3722776.30 1.02969 411656.31 3722071.28 0.67969 411781,74 3721849.10 0,63145 411839.01 3721823.42 0,67956 411876.51 3721756.28 0.68702 411861.72 3721715.79 0.64014 412070.08 3721660.49 0.89583 412172,22 3721496,62 0,90403 412240,44 3721353.39 0,80314 412254.01 3721277.35 0.72591 412249.37 3721236.78 0.68098 412248.99 3721170.97 0.61708 412257.01 3721138.64 0.58784 412256.89 3721096.95 0.54942 412242,84 3721038.39 0,50096 412339.00 3720826.06 0,30910 412431.17 3720812.26 0.25086 412610.56 3720759.26 0.14878 Page 71 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412697.78 (M) 3720720.09 (M) 0.11954 X -COOK 412828,13 Y -COOK 3720724.37 CONC 0.10739 - - - 412828,78 - - 3720793.50 - - - - 412533.94 0,12168 - - - - 3722729.16 412867.96 - - - - - - - - - - 2,87913 3720924,41 0.14528 412868.40 412380.14 3721001.39 3722805.85 0.16642 1.42381 412951.79 3721095.28 0.19648 412198.45 413034.75 3722806.73 3721112.20 1,30725 0.20895 413117.71 3721129.11 412016.75 0.21835 3722607.60 413159.21 1.19372 3721216.73 0,25112 413117,75 411835,06 3721287,43 3722606.48 0,29363 0,99973 413076.28 3721358.13 0.35065 411816.42 413034.82 3722669.92 3721428.83 1.07125 0.42969 412945.96 3721478.80 411771.25 0.54469 3722513.17 412868.94 1.11343 3721523.24 0,68340 412724.11 411726.07 3721613.09 3722336.41 1.39249 1.01307 412687.91 3721679.25 2.76734 411660.90 412777.72 3722159.66 3721893.54 0,79049 45.79002 412730,94 3721980.43 411740.60 60,91005 3721923.16 412684.16 0.64501 3722067.33 62.36636 412637.36 412000.63 3722154.23 3721678.92 59.81222 0,79322 412590.59 3722241.12 52.42327 412206.33 412543.81 3721425.01 3722328.02 0.65749 20.82866 412497.03 3722414.91 413200.67 7.59311 3721146.03 412478.15 7.37409 3722577.60 09292 * 3.50300 • ** Newport Banning Ranch AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** Future Oilfield and Future Res /Comm Dev ELEV * *MODELOPTS: RegDFAULT CONC FLGPOL ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES4 ** ** THE PERIOD ( 8784 HER) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES3 INCLUDING SOURCE(S): PESO I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 X -COOK (M) Y -COOK (M) CONC X -COOK (M) Y -COOK (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - - - - - - 3,17029 - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - - - - - - - - - - 2,87913 412470.99 3722805.41 1.71915 412380.14 3722805.85 1.42381 412289.30 3722806,29 1,33703 412198.45 3722806.73 1,30725 412107.60 3722607.16 1.26334 412016.75 3722607.60 1.19372 411925,91 3722606.04 1,10164 411835,06 3722606.48 0,99973 411786.65 3722779.79 0.96713 411816.42 3722669.92 1.07125 411793.84 3722601.55 1.10229 411771.25 3722513.17 1.11343 411748.66 3722424.79 1.08453 411726.07 3722336.41 1.01307 411703.49 3722248.04 0,90765 411660.90 3722159.66 0,79049 411699.45 3721997.22 0.66256 411740.60 3721923.16 0.64501 411931,17 3721697,36 0,71142 412000.63 3721678.92 0,79322 412121.15 3721578.56 0.90272 412206.33 3721425.01 0.65749 412244,84 3720939.15 0,42923 413200.67 3721146.03 7.37409 * ** AERMOD - VERSION 09292 * ** • ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES4 ** INCLUDING SOURCE(S): RES4 , ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC _ _ _ _ _ _ _ 412489,85 _ _ _ _ _ _ _ 3722582,17 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0,64118 _ _ _ _ _ _ _ _ _ 412553,28 _ _ _ _ _ _ _ 3722330,87 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0,91149 412524.37 3722386.27 0.81011 412497.86 3722433.64 0.79372 412475.40 3722481.01 0.74280 412467.37 3722520.35 0.70175 412594,22 3722278.69 1,00230 412609.46 3722233.72 1,08157 412659.26 3722176.72 1.19761 412731.52 3722032.20 1.59294 412776,48 3721942.28 1.95911 412698.60 3722100.45 1.38368 413165.07 3721124.95 6.47303 412982.01 3721085.61 10.11251 412880.85 3720974.61 3.63947 412180,50 3721337.95 0.79039 412126,66 3721479.63 0,85850 412179.67 3721036,32 0.52245 412246.84 3720839.91 0.51813 412523.33 3720798.43 0.81284 412785.01 3720680.92 1.13520 412827.47 3720655.25 1.06829 412829.44 3720862,62 2,15891 412867,53 3720847,44 2,13158 412868.83 3721078.36 5.41934 413200.67 3721146.03 7.37409 Page 72 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412993.36 3721499.53 11.35291 IN MICROG RAH S /M * *3 412896.56 3721458,06 X -COORD - - - - - - - 11.20101 412839.32 (M) - - - - 3721588,41 X-COORD - - - - - - - - - 5.88755 Y-COORD - - - - 412760.32 CONC - - - - - - - - - - - 3721546.93 5.59155 412651.70 - - - 0.59156 3721745,41 2.85768 412713.91 412470.99 3721778.00 3722805.41 2.85797 412811.67 412360.14 3721775.04 3722805.85 3.06529 0,44959 412824.50 3721806.64 2.81616 412450.25 3722501,81 0,72063 412107,60 412561,84 3722807,16 3722804,97 0,44166 0,49453 411744.21 3722807.60 3722808.92 0,43485 0.39616 411738.29 3722781.27 411635.06 0.40152 411839.01 3722778.30 411786.65 0,42115 3722779.79 411658.31 0.41132 3722071,28 0,51591 411781.74 0,44133 3721649.10 0.61001 411639.01 411771.25 3721823.42 3722513.17 0.65125 411876.51 411748.66 3721756,28 3722424.79 0,68516 0.47608 411861.72 3721715,79 0.66004 412070.08 3721660.49 0.86850 411680.90 412172.22 3722159.66 3721496.62 0.50323 0.94696 412240.44 3721997,22 3721353.39 0,55005 0.90357 412254.01 3721277.35 411931.17 0.82256 412249.37 3721236.78 412000.63 0.76452 3721676.92 412248.99 0.79869 3721170.97 0.69079 412257,01 0,92033 3721138.64 0,66818 412256.89 412244.64 3721096.95 3720939.15 0,63024 412242.64 3721036.39 0.57341 412339.00 3720826.08 0.61186 412431,17 3720812,26 0.72778 412610.56 3720759.26 0,86529 412697.78 3720720.09 1.01672 412626.13 3720724.37 1.37437 412826.78 3720793.50 1.78284 412867.96 3720924.41 2,99506 412866.40 3721001.39 4.04346 412951.79 3721095.26 9.26806 413034.75 3721112.20 14.36395 413117.71 3721129.11 9.08899 413159.21 3721216.73 66.70749 413117.75 3721287.43 214.27866 413076.26 3721358.13 104,87805 413034,82 3721428.83 26,76144 412945.96 3721476.80 11.41005 412666.94 3721523.24 6.08051 412724,11 3721613.09 4,34803 412687,91 3721679.25 3,48375 412777.72 3721893.54 2.20056 412730.94 3721980.43 1.77794 412684.16 3722067,33 1,47255 412637,38 3722154,23 1,24350 412590.59 3722241.12 1.06653 412543.81 3722326.02 0.91861 412497.03 3722414.91 0.81392 412478.15 3722577.60 0.64320 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** **MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 BEE) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES4 ** INCLUDING SCURCE(S): REST * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL ** THE PERIOD ( 6784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HOTEL ** INCLUDING SOURCE(S): HOTEL I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** Page 73 of 94 ** CONC OF ALL IN MICROG RAH S /M * *3 ** X -COORD - - - - - - - (M) - - - Y -COORD - - - - (M) - - - - CONC - - - - - - - X-COORD - - - - - - - - - (M) - - - Y-COORD - - - - (M) - - - - CONC - - - - - - - - - - - 412506.05 3722653.39 - - - 0.59156 412533.94 3722729.18 0.54418 412470.99 3722805.41 0,45637 412360.14 3722805.85 0,44959 412289.30 3722806.29 0.44926 412196.45 3722806.73 0.44656 412107,60 3722807,16 0,44166 412016,75 3722807.60 0,43485 411925.91 3722606.04 0.42492 411635.06 3722606.48 0.41193 411786.65 3722779.79 0.41132 411816.42 3722689.92 0,44133 411793.84 3722601.55 0.45770 411771.25 3722513.17 0.46944 411748.66 3722424.79 0.47608 411726.07 3722336.41 0.48235 411703.49 3722248.04 0.49086 411680.90 3722159.66 0.50323 411699.45 3721997,22 0,55005 411740.60 3721923.16 0,56235 411931.17 3721697.36 0.72420 412000.63 3721676.92 0.79869 412121,15 3721578.56 0,92033 412206,33 3721425.01 0.93281 412244.64 3720939.15 0.53641 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL ** THE PERIOD ( 6784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HOTEL ** INCLUDING SOURCE(S): HOTEL I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** Page 73 of 94 Newport Banning Ranch Proposed Project AERMOD Model X -COORD (M) Y -COORD (M) ::ONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - - - - - 0.72551 - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 1.03030 412524.37 3722386.27 0.97450 412497.88 3722433.64 0.79731 412475.40 3722461,01 0.74267 412467,37 3722520.35 0,72313 412594.22 3722278.69 1.12600 412609.48 3722233.72 1.20554 412659.26 3722176,72 1.39774 412731,52 3722032,20 1,94612 412776.46 3721942.28 2.44033 412696.60 3722100.45 1.65495 413165.07 3721124.95 3.10810 412982,01 3721085.61 6,93431 412860.65 3720974.81 7.49762 412180.50 3721337.95 3.60673 412126.66 3721479.63 2.48248 412179.67 3721036.32 4.07357 412246.84 3720839.91 3.10460 412523.33 3720798.43 5.64297 412765.01 3720660.92 1,12264 412827,47 3720655.25 0,92477 412829.44 3720852.62 3.64997 412857.53 3720647.44 3.19639 412868.83 3721078.36 14,31849 413200.67 3721146,03 2,88415 412993.36 3721499.53 7.05689 412696.56 3721456.06 6.51147 412639.32 3721586.41 5.77860 412760,32 3721546,93 6,08499 412651.70 3721745.41 2.95192 412713.91 3721776.00 3.09203 412811.67 3721775.04 3.60258 412824.50 3721806.64 3.41545 412450.25 3722501.81 0.70490 412561.84 3722804.97 0.65474 411744,21 3722808.92 0,37549 411738.29 3722761,27 0,38498 411839.01 3722776.30 0.30596 411656.31 3722071.20 0.75987 411781,74 3721849.10 1.02397 411839.01 3721823.42 1.10322 411876.51 3721756.28 1.24607 411861.72 3721715.79 1.28080 412070,08 3721660.49 1.69144 412172,22 3721496.62 2.48684 412240.44 3721353.39 3.61203 412254.01 3721277.35 4.77244 412249.37 3721236.76 5.24353 412248.99 3721170.97 6.06539 412257.01 3721138.64 6.62330 412256.89 3721096.95 6.79052 412242,84 3721038.39 5.73917 412339.00 3720826.06 4,74509 412431.17 3720812.26 5.45159 412610.56 3720759.26 3.86922 412697.78 3720720.09 1,80596 412828.13 3720724,37 1,42136 412828.78 3720793.50 2.26382 412867.96 3720924.41 5.37430 412866.40 3721001.39 10.27424 412951.79 3721095.28 8,71740 413034.75 3721112.20 5.38188 413117.71 3721129.11 3.73615 413159.21 3721216.73 3.71969 413117.75 3721287.43 4.62161 413076.28 3721358.13 5.42959 413034.82 3721428.83 6.09767 412945.96 3721478.80 7,65537 412868.94 3721523.24 6,74562 412724.11 3721613.09 4.79107 412687.91 3721679.25 3.75813 412777,72 3721893.54 2.67662 412730.94 3721980.43 2,12101 412684.16 3722067.33 1.70226 412637.38 3722154.23 1.39878 412590,59 3722241.12 1.15611 412543,81 3722326.02 1.00736 412497.03 3722414.91 0,81881 412478.15 3722577.60 0.71847 *x* AERMOD - VERSION 09292 xxx xxx Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL *`* THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HOTEL *' INCLUDING SOURCE(S): HOTEL I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CORI OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - 0.68804 - - - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 0.66040 412470.99 3722805.41 0.58974 412380.14 3722805.85 0.52019 412269.30 3722806.29 0,46521 412198.45 3722806.73 0,42318 412107.60 3722807.16 0.39577 412016.75 3722807.60 0.38173 411925.91 3722808.04 0,37645 411835.06 3722808.48 0,37549 411788.65 3722779.79 0.38530 411816.42 3722689.92 0.41944 411793,84 3722601.55 0.45723 411771,25 3722513,17 0,49956 411748.66 3722424,79 0.54572 411726.07 3722336.41 0.59683 411703.49 3722248.04 0.65121 411680.90 3722159.66 0.70672 411699.45 3721997.22 0.83670 411740.60 3721923.16 0.92435 411931,17 3721697,36 1,40966 412000.63 3721678.92 1,54616 412121.15 3721578.56 2.00533 412206.33 3721425.01 3.03948 Page 74 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412244.84 3720939.15 4,22296 (M) • ** AERMOD - VERSION 09292 * ** • ** Newport Banning Ranch * ** (M) CONC . *x Future Oilfield and Future Res /Comm Dev xxx * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS2 ** INCLUDING SOURCE(S): TRUCKS2 , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG SAM S /M * *3 X -COORD (M) Y -COORD _ _ (M) CONC _ _ _ _ _ _ _ _ _ X -COORD _ _ (M) _ _ Y -COORD _ _ _ _ (M) CONC _ _ _ _ _ _ _ 412489.85 _ _ _ _ _ 3722562.17 _ _ _ _ _ _ _ _ _ _ 1.96106 _ _ 412553.26 _ 3722330.87 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2.91236 412524.37 3722386.27 3.08693 412497.88 3722433.64 2.14631 412475.40 3722481.01 1.98989 412467.37 3722520.35 1.94957 412594,22 3722278.69 2,86843 412609.46 3722233.72 2,97057 412659.26 3722176.72 3.03412 412731.52 3722032.20 3.02566 412776,48 3721942,28 2,81567 412698.60 3722100.45 3,07391 413165.07 3721124.95 0.30067 412962.01 3721065.61 0.35786 412880,85 3720974.61 0,28971 412180.50 3721337,95 18,61801 412126.66 3721479.63 19.59456 412179.67 3721036.32 4.86216 412246.84 3720839.91 0.99061 412523.33 3720798.43 0.47294 412785.01 3720680.92 0.27092 412827.47 3720655.25 0.24711 412829.44 3720862,62 0.27112 412867,53 3720847,44 0,27335 412666.63 3721076.36 0.39920 413200.67 3721146.03 0.30702 412993.36 3721499.53 1,25259 412898.56 3721458.06 1,40551 412639.32 3721586.41 1.94610 412760.32 3721546.93 2.34430 412651,70 3721745.41 3,93662 412713.91 3721778,00 3,28642 412811.67 3721775.04 2.50687 412824.50 3721806.64 2.45987 412450.25 3722501.81 1.90519 412561.84 3722804.97 1.54133 411744.21 3722808.92 0.64336 411738.29 3722781.27 0.66501 411839.01 3722778.30 0,69876 411658.31 3722071,26 2,06755 411781.74 3721649.10 3.91150 411839.01 3721823.42 5.00166 411878.51 3721756,28 6,47256 411861,72 3721715.79 5,84474 412070.06 3721660.49 30.67606 412172.22 3721496.62 30.43933 412240.44 3721353.39 32,77742 412254,01 3721277.35 36.15206 412249.37 3721236.78 33.67165 412246.99 3721170.97 27.10549 412257.01 3721138.64 24.11049 412256.89 3721096.95 17.82534 412242.84 3721038.39 6.82588 412339.00 3720826.08 0.59982 412431,17 3720812,26 0,49865 412610.56 3720759.26 0,39096 412697.78 3720720.09 0.32363 412828.13 3720724.37 0.25811 412828.78 3720793.50 0,25010 412867,96 3720924,41 0,27674 412868.40 3721001.39 0.31054 412951.79 3721095.28 0.39022 413034.75 3721112,20 0,35169 413117,71 3721129.11 0.32239 413159,21 3721216.73 0.39633 413117.75 3721287.43 0.51334 413076.28 3721358.13 0.66482 413034.82 3721428.83 0.86303 412945.96 3721478.80 1.29372 412868.94 3721523.24 1.59468 412724,11 3721613.09 2,87934 412687,91 3721679.25 3,43579 412777.72 3721893.54 2.80648 412730.94 3721980.43 3.08331 412684.16 3722067.33 3,21614 412637,38 3722154.23 3,18911 412590.59 3722241.12 2.96465 412543.81 3722328.02 2.84377 412497.03 3722414.91 2.25045 412478,15 3722577.60 1,97892 * ** AERMOD - VERSION 09292 * ** • ** Newport Banning Ranch * ** . *x Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE PERIOD ( 8784 HAS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS2 ** INCLUDING SOURCE(S): TRUCKS2 , ** DISCRETE CARTESIAN RECEPTOR POINTS *x* ** CONC OF ALL IN MICROGRAMS /M * *3 ** Page 75 of 94 Newport Banning Ranch Proposed Project AERMOD Model X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - 1.71319 - - - - - - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - - - - - - - - - - 1.51890 412470.99 3722805.41 1,64844 412360.14 3722805.85 1,51222 412289.30 3722806.29 1.33712 412196.45 3722806.73 1.16526 412107,60 3722807.16 1.00241 412016,75 3722807.60 0,85618 411925.91 3722606.04 0.74235 411635.06 3722606.48 0.67276 411788,65 3722779.79 0.67675 411816.42 3722689.92 0,76818 411793.84 3722601.55 0.66057 411771.25 3722513.17 0.98294 411748.66 3722424.79 1.14113 411726.07 3722336.41 1.33955 411703.49 3722248.04 1.57752 411680.90 3722159.66 1.83425 411699.45 3721997,22 2,50243 411740.60 3721923.16 3,09760 411931.17 3721697.36 6.73863 412000.63 3721676.92 15.82276 412121,15 3721578.56 29.33282 412206,33 3721425.01 30,03045 412244.64 3720939.15 2.07866 413200.67 3721146.03 0,31051 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future R25 /Comm rev * ** * *MODELOPTS: Re QDFADLT CONC ELEV FLGPOL ** THE PERIOD ( 8784 RRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS _F ** INCLUDING SOURCE(S): TRUCKS F, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - - - - - - - - - 2.06340 - - - - - - - - - 412553,28 - - - - - - - 3722330.87 - - - - - - - - - - - - - - - 3.13390 412524.37 3722366.27 3.25940 412497.88 3722433.64 2.26370 412475.40 3722481.01 2.11398 412467.37 3722520.35 2.07306 412594.22 3722278.69 3.10902 412609.48 3722233.72 3.22629 412659.26 3722176.72 3,27964 412731,52 3722032,20 3,27027 412776.48 3721942.28 3.01091 412696.60 3722100.45 3.33274 413165.07 3721124,95 0,30464 412982,01 3721085.61 0,36094 412680.85 3720974.61 0.29512 412160.50 3721337.95 22.26315 412126.66 3721479,63 23,89424 412179,67 3721036.32 5,43031 412246.64 3720839.91 0.87330 412523.33 3720796.43 0.50317 412785.01 3720680.92 0.29363 412827.47 3720655.25 0.26354 412829.44 3720862.62 0.26744 412867.53 3720847.44 0.26629 412868.83 3721078.36 0,40332 413200.67 3721146.03 0,31051 412993.36 3721499.53 1.30111 412896.56 3721456.06 1.46600 412839.32 3721588.41 2,05152 412760.32 3721546,93 2,48136 412651.70 3721745.41 4.25640 412713.91 3721776.00 3.51672 412811.67 3721775,04 2,66809 412824,50 3721806,64 2,61697 412450.25 3722501.81 2.03191 412561.84 3722804.97 1.57653 411744.21 3722808.92 0.61484 411738.29 3722781.27 0.64168 411839.01 3722778.30 0.61592 411658.31 3722071.28 2.16602 411761,74 3721849.10 4,13379 411839.01 3721823.42 5,34019 411876.51 3721756.28 6.97526 411661.72 3721715.79 6.16431 412070.08 3721660.49 60,03980 412172,22 3721496,62 84,11481 412240.44 3721353.39 102.80673 412254.01 3721277.35 142.15517 412249.37 3721236.78 101.60007 412248,99 3721170.97 77,79172 412257,01 3721138.64 72,25835 412256.89 3721096,95 38.98386 412242.84 3721038.39 8.73107 412339.00 3720826.08 0.53420 412431.17 3720812.26 0.47510 412610.56 3720759.26 0.42039 412697,78 3720720.09 0,35716 412828.13 3720724,37 0,26839 412828.78 3720793.50 0.25401 412867.96 3720924.41 0.28313 412868.40 3721001,39 0.31157 412951,79 3721095.28 0,39498 413034.75 3721112.20 0.35532 413117.71 3721129.11 0.32620 413159.21 3721216,73 0,40203 413117,75 3721287.43 0,52808 413076.28 3721358.13 0.69059 413034.82 3721428,83 0.89535 412945.96 3721478.80 1.34642 412868.94 3721523.24 1.65320 412724.11 3721613.09 3.05922 412687.91 3721679.25 3.69008 412777,72 3721893.54 2,99243 412730.94 3721980.43 3,32721 412684.16 3722067.33 3.48763 412637.38 3722154.23 3.44921 Page 76 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412590.59 3722241,12 3,21903 412543.61 3722326.02 3.05297 412497.03 3722414.91 2.37619 412478,15 3722577.60 2.08303 * ** AERMOD - VERSION 09292 xxx xxx Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CORI ELEV FLGPOL * ** THE PERIOD ( 8784 NEE) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS_F ** INCLUDING SOURCE(S): TRUCKS F, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CORI OF ALL IN MICROG SAM S /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - - - - - - 1.79190 - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - - - - - - - - - - 1.57560 412470.99 - - - - - - - - - 3722805.41 1.63816 412380.14 29.72367 3722805.85 412497.86 1.45995 412269.30 3722806.29 1,29862 412198.45 3722481.01 3722806.73 19.78843 1,17928 412107.60 3722807.16 1.00285 412016.75 412594.22 3722807.60 3722278.69 0.78070 411925.91 3722808.04 0,61722 411835.06 72.16959 3722808.48 412659.26 0,59142 411786.65 3722779.79 0.62771 411616.42 3722032,20 3722689.92 79,33751 0.70796 411793,84 3722601.55 0,82694 411771,25 412696.60 3722513.17 3722100.45 0,97440 411746.66 3722424.79 1.12652 411726.07 15,14281 3722336.41 412982,01 1.31771 411703.49 3722248.04 1.61237 411680.90 3720974.61 3722159.66 17.44312 1.90211 411699.45 3721997.22 2.59783 411740.60 412126.66 3721923.16 3721479,63 3.19571 411931,17 3721697,36 9,45369 412000.63 43,23063 3721678.92 412246.64 18,95278 412121.15 3721576.56 60.05045 412206.33 3720796.43 3721425.01 12.91120 87.23323 412244.84 3720939.15 2.10949 412827.47 3720655.25 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 3720862.62 10.20649 * ** 3720847.44 8.93246 * ** Future Oilfield and Future Res /Comm Dev 3721078.36 * ** * *MODELOPTS: RegDFAULT CONC 3721146.03 ELEV 15,78037 412993.36 FLGPOL 3721499.53 46.38969 412896.56 3721456.06 55.92926 412839.32 * ** THE PERIOD ( 8784 H.RS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ** 43,25512 412651.70 INCLUDING SOURCE(S): WNOC , NBOPS , REEL , RES2 , RES3 , RES4 TRUCKS2 , TRUCKS F, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y -COORD (M) CONC - - - - - - - 412489.85 - - - - - - - 3722582.17 - - - - - - 17.33007 - - - - - - - - - - - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 41.77180 - - - - - - - - - 412524.37 3722366.27 29.72367 412497.86 3722433.64 22.81786 412475.40 3722481.01 19.78843 412467.37 3722520.35 18.38174 412594.22 3722278.69 61.84902 412609.48 3722233.72 72.16959 412659.26 3722176.72 71,97629 412731,52 3722032,20 79,33751 412776.46 3721942.28 73.04004 412696.60 3722100.45 76.81086 413165.07 3721124,95 15,14281 412982,01 3721085,61 26,70750 412680.85 3720974.61 17.44312 412180.50 3721337.95 56.94426 412126.66 3721479,63 57,13940 412179.67 3721036,32 43,23063 412246.64 3720839.91 31.05526 412523.33 3720796.43 12.91120 412785.01 3720680.92 4.80956 412827.47 3720655.25 4.17668 412829.44 3720862.62 10.20649 412867.53 3720847.44 8.93246 412868.83 3721078.36 41,36799 413200.67 3721146.03 15,78037 412993.36 3721499.53 46.38969 412896.56 3721456.06 55.92926 412839.32 3721588.41 36,09422 412760.32 3721546,93 43,25512 412651.70 3721745.41 57.60365 412713.91 3721776.00 49.12081 412611.67 3721775.04 35,33899 412824.50 3721806,64 37,25530 412450.25 3722501.81 16.43736 412561.84 3722804.97 13.07662 411744.21 3722808.92 5.66743 411738.29 3722761.27 5.83908 411839.01 3722778.30 6.12317 411658.31 3722071.28 12.92331 411761,74 3721849.10 19.05664 411839.01 3721823.42 23,63572 411876.51 3721756.28 27.26886 411661.72 3721715.79 24.05986 Page 77 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412070.08 (M) 3721660.49 (M) 105.61930 X -COORD 412172,22 Y-COORD 3721496,62 CONC 129,67213 - - - 412240,44 - - 3721353.39 - - - - 412533.94 154,36672 - - - - 3722729.16 412254.01 - - - - 13.63747 3721277.35 412470.99 202.11668 3722805.41 412249.37 12,44219 3721236.78 159.04232 412248.99 3721170.97 412497.88 134.57502 3722433,64 412257.01 412196.45 3721138.64 3722806.73 133.24780 6.96503 412256.89 412107,60 3721096.95 3722807,16 106.38441 7,95610 412242,84 3722520.35 3721038.39 93.01289 78,46232 (08090 412339.00 3720826.06 24,15462 411635.06 412431.17 3722606.46 3720812.26 5.89798 14.63958 411788,65 412610.56 3722779,79 3720759.26 5.96005 9.42451 412697.78 3720720.09 412731,52 6,34487 3722032.20 412828.13 93.71639 3720724,37 411771.25 5,41231 3722513.17 412626.78 6.34913 3720793.50 411748.66 7.22190 3722424.79 412867.96 9.31013 3720924.41 100.09173 13.36274 (08071 412868,40 3721001.39 22.28199 412951,79 411680.90 3721095,28 3722159.66 30.99061 12.44855 413034.75 411699.45 3721112.20 3721997,22 26.51036 14,72771 413117.71 3721129.11 19.48545 413159.21 3721216.73 79.25866 412000.63 413117.75 3721676.92 3721287.43 50.32456 233.11371 412121,15 413076.28 3721578.56 3721358.13 103,57851 131.44635 413034.82 3721428.83 59.43622 412945.96 3721478.80 52,47016 412868.94 3721523.24 * ** AERMOD - VERSION 39,62576 ** 412724.11 3721613.09 46.73386 412687.91 3721679.25 52.27353 * ** Future Oilfield and Future 412777,72 Dev 3721893.54 75,67242 * ** 412730.94 CONC 3721980.43 91,31607 412684.16 3722067.33 FLGPOL 91.47410 412637.36 3722154.23 65.62364 412590,59 3722241,12 75,18583 * ** 412543.61 CONCENTRATION 3722328,02 VALUES 41.41005 SOURCE GROUP: WNOC 412497.03 3722414.91 24.22158 , 412476.15 3722577.60 17.32543 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /CD. Dev * ** * *MODELOPTS: RegDFAULT TOUT ELEV FLGPOL * ** THE PERIOD ( 8784 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ** INCLUDING SOURCE(S): WNOC , NBOPS , REST RES2 , REEF , REEF TRUCKS2 , TRUCKS F, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * CONC OF ALL IN MICROG RAM S /M * *3 X -COORD (M) Y -COORD (M) CONC X -COORD (M) Y-COORD (M) CONC - - 412506.05 - - - - - - - 3722653.39 - - - - - - - - - - - - - - - - - - - 15.25491 - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - 13.63747 - - - - - - - - - 412470.99 - - - 3722805.41 - - - 12,44219 412360.14 3722805.85 11,16548 412289.30 412497.88 3722806.29 3722433,64 10.00863 412196.45 3722806.73 412475.40 6.96503 3722481.01 412107,60 101.99688 3722807,16 (08090606) 7,95610 412016,75 3722520.35 3722807,60 93.01289 7,03143 (08090 411925.91 3722606.04 6.31423 411635.06 (08030620) 3722606.46 5.89798 411788,65 3722779,79 412659.26 5.96005 411816,42 3722689,92 6.73778 412731,52 411793.84 3722032.20 3722601.55 93.71639 7.47687 411771.25 412776.46 3722513.17 3721942.28 6.34913 64.25706 411748.66 (08081724) 3722424.79 9.31013 411726.07 100.09173 3722336.41 (08071 10.37213 411703.49 3722248.04 11.50724 411680.90 3722159.66 12.44855 411699.45 3721997,22 14,72771 411740.60 3721923.16 16.73699 411931.17 3721697.36 33.05950 412000.63 3721676.92 50.32456 412121,15 3721578.56 103,57851 412206.33 3721425.01 133,69479 412244.64 3720939.15 69.35637 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WNOC INCLUDING SOURCE(S): WNOC , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYNr)DRR) X -COORD (M) Y -COORD (M) TOUT (YYMMD - - - - - - - 412489.85 - - - - - - 3722582,17 - - - - - - 83,44674 - - - - - - - - - - - - - (08090606) - - - - - - - 412553,28 - - - - - - - 3722330.87 - - - - - - 134.91510 - - - - - - - (08102 412524.37 3722386.27 133.63606 (08102923) 412497.88 3722433,64 110,21568 (08090 412475.40 3722481.01 101.99688 (08090606) 412467.37 3722520.35 93.01289 (08090 412594.22 3722278.69 152.42225 (08030620) 412609.46 3722233.72 146.88646 (08030 412659.26 3722176.72 78,49779 (06062921) 412731,52 3722032.20 93.71639 (08071 412776.46 3721942.28 64.25706 (08081724) 412696.60 3722100.45 100.09173 (08071 Page 78 of 94 Newport Banning Ranch Proposed Project AERMOD Model 413165.07 (M) 3721124.95 (M) 32.86771 (YYMMDDHH) (08091320) 412982.01 Y -COORD 3721085.61 CONC 36.61895 - - - - - - - 412506.05 (06050 412680.85 - - - 3720974.81 - - - - 36.08846 - - - - - - - 412533.94 (08052522) 412180.50 - - - 3721337.95 - - - 83.05973 412470.99 (08011 412126.66 3721479.63 112.91598 412380.14 (08052723) 412179.67 3721036.32 53.09026 412289.30 (08091 412246.84 3720839.91 41.57685 412198.45 (08052723) 412523.33 3720798.43 35.73701 412107.60 (08091 412785.01 3720660.92 30,15374 412016.75 (08091324) 412827,47 3720655.25 29.09576 411925.91 (08091 412829.44 3720862.62 38.29748 411835.06 (08011318) 412867.53 3720847.44 38.06261 411788.65 (08011 412868.83 3721078.36 35.78588 411616.42 (08053123) 413200.67 3721146.03 31.94093 411793.84 (08091 412993.36 3721499.53 49.26459 411771.25 (08062823) 412696.56 3721456.06 49.13539 411748.66 (08062 412839.32 3721588,41 48,83779 411726.07 (08012822) 412760,32 3721546.93 48.86246 411703.49 (06062 412651.70 3721745.41 81.68484 411680.90 (08071405) 412713.91 3721778.00 70.33166 411699.45 (08071 412811,67 3721775.04 59.36364 411740.60 (08071405) 412824.50 3721806.64 54.84678 411931.17 (08103 412450.25 3722501.81 92.06108 412000.63 (08090606) 412561.84 3722804.97 50.81920 412121.15 (08021 411744.21 3722808.92 46,79759 412206.33 (06090622) 411738.29 3722781.27 48.01211 412244.84 (08090 411839.01 3722776.30 50.27300 (08010908) 411656.31 3722071.26 112.21146 (08122 411781.74 3721849.10 192,19588 (08120101) 411839.01 3721823.42 235.87508 (08011 411878.51 3721756.28 316.07585 (08021501) 411661.72 3721715.79 347.95393 (06021 412070.06 3721660,49 201.91366 (08052723) 412172.22 3721496.62 114.25467 (06042 412240.44 3721353.39 82.15607 (08042705) 412254.01 3721277.35 72.50531 (06042 412249.37 3721236.78 68.34289 (08082404) 412248.99 3721170.97 62.69765 (08011 412257.01 3721138.64 59.81715 (08011321) 412256.89 3721096.95 56.67790 (08011 412242.84 3721038.39 51,92534 (06011321) 412339.00 3720626.08 40.45264 (08011 412431.17 3720812.26 41.64017 (08091403) 412610.56 3720759.26 38.38992 (08030 412697.78 3720720.09 32,31393 (08040301) 412828.13 3720724.37 35.14819 (08121 412828.76 3720793.50 37.07495 (08100206) 412667.96 3720924.41 35.56096 (06052 412868.40 3721001.39 36,31389 (08042623) 412951,79 3721095.26 37.49064 (06050 413034.75 3721112.20 34.39236 (08111418) 413117.71 3721129.11 32.67098 (08091 413159.21 3721216.73 34.11385 (08062822) 413117.75 3721287.43 36.20439 (08121 413076.28 3721358.13 38.51228 (08062901) 413034.82 3721428.83 39.82694 (08062 412945.96 3721478.80 47,69961 (06062623) 412868.94 3721523.24 46.52783 (08062 412724.11 3721613.09 52.28213 (08062823) 412687.91 3721679.25 66.71441 (08071 412777.72 3721893.54 61,69437 (08090924) 412730.94 3721980.43 87.97520 (08071 412684.16 3722067.33 103.19704 (06071401) 412637.36 3722154.23 60.45571 (08062 412590.59 3722241.12 159.35343 (08030620) 412543,81 3722328.02 135.72185 (08102 412497.03 3722414.91 113.71950 (08090606) 412476.15 3722577.60 80.76676 (08090 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: WEIS INCLUDING SOURCE(S): WNOC I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 63.24829 - - - - - - - - - - - - - (08090606) - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 48.72961 - - - - - - - (08090 412470.99 3722805.41 77.45032 (08053104) 412380.14 3722805.85 89.11069 (08053 412289.30 3722806.29 73,07911 (06053104) 412198.45 3722606.73 52.76662 (08120 412107.60 3722807.16 51.70457 (08053102) 412016.75 3722807.60 60.11803 (08053 411925.91 3722808.04 58,70591 (08071304) 411835.06 3722808.48 48.54912 (08010 411788.65 3722779.79 49.20446 (08012206) 411616.42 3722669.92 55.06160 (06012 411793.84 3722601.55 60.71853 (08081606) 411771.25 3722513.17 68.10576 (06120 411748.66 3722424.79 75.41340 (08021907) 411726.07 3722336.41 84.56363 (08022 411703.49 3722248.04 94.08758 (08121305) 411680.90 3722159.66 103.16044 (08021 411699.45 3721997.22 132.80361 (08022904) 411740.60 3721923.16 157.55180 (08120 411931.17 3721697,36 445,13446 (06021501) 412000.63 3721678.92 260.33172 (08022 412121.15 3721578.56 146.54922 (08011321) 412206.33 3721425.01 96.07413 (08042 412244.84 3720939.15 46,25264 (08052723) * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev *'* * *MODELOPTS: RegDFAULT CONC FLGPOL Page 79 of 94 ELEV Newport Banning Ranch Proposed Project AERMOD Model * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYgDDHH) X -COORD (M) Y -COORD (M) CONC (YYNMD _ _ _ _ _ _ _ 412489,85 _ _ _ _ _ _ 3722582.17 _ _ _ _ _ _ 42.57749 _ _ _ _ _ _ _ _ _ _ _ _ _ (08120624) _ _ _ _ _ _ _ 412553.28 _ _ _ _ _ _ _ 3722330,87 _ _ _ _ _ _ 46.77917 _ _ _ _ _ _ _ (08031 412524.37 3722386.27 49.48845 (08121119) 412497.88 3722433.64 43.69228 (08120 412475.40 3722481.01 42.80922 (08120624) 412467.37 3722520.35 41.83005 (08120 412594.22 3722278.69 44,35975 (06031623) 412609.46 3722233.72 60.16756 (08053 412659.26 3722176.72 90.27526 (08053104) 412731.52 3722032.20 59.07084 (08053 412776.48 3721942,28 52,98487 (08021122) 412698.60 3722100.45 87.55610 (08053 413165.07 3721124.95 66.28895 (08071403) 412962.01 3721065.61 83.93296 (06071 412860.85 3720974.61 69,56511 (08051522) 412180,50 3721337.95 191.86917 (06012 412126.66 3721479.63 126.93136 (08012208) 412179.67 3721036.32 398.98107 (08021 412246.84 3720839.91 847.66129 (08021501) 412523.33 3720798.43 260.58948 (08121 412785.01 3720680.92 111.11707 (08062901) 412827.47 3720655.25 100.40040 (08121 412629.44 3720862,62 95,37132 (06071405) 412867,53 3720647.44 103.40697 (08071 412866.83 3721076.36 89.47043 (08071402) 413200.67 3721146.03 65.25339 (08071 412993.36 3721499.53 115,60421 (08030620) 412898.56 3721458.06 134.60289 (08030 412839.32 3721586.41 124.04600 (08102923) 412760.32 3721546.93 132.01897 (06102 412651.70 3721745,41 64,69623 (08041323) 412713,91 3721778.00 61.66182 (06021 412611.67 3721775.04 96.56746 (08090606) 412824.50 3721806.64 91.69230 (08090 412450.25 3722501.81 40.81407 (08063002) 412561.84 3722804.97 36.95891 (08121 411744.21 3722808.92 23.93308 (08010908) 411738.29 3722781.27 24.16602 (08012 411639.01 3722778.30 24,44563 (06061202) 411658.31 3722071.28 41.27049 (08021 411781.74 3721649.10 55.27974 (08021907) 411639.01 3721823.42 57.73075 (08040 411878.51 3721756,28 64,49356 (08040603) 411861,72 3721715.79 68.42155 (08021 412070.06 3721660.49 66.37901 (08012208) 412172.22 3721496.62 135.95124 (06071 412240.44 3721353.39 237,14909 (08071304) 412254.01 3721277.35 312.25422 (06071 412249.37 3721236.78 364.93457 (08071304) 412246.99 3721170.97 468.50270 (08071 412257.01 3721138.64 580.07801 (08071304) 412256.89 3721096.95 685.63259 (08071 412242.84 3721038.39 674.01297 (08031123) 412339.00 3720826.08 808.93258 (08042 412431.11 3720812,26 375,24251 (06050722) 412610.56 3720759.26 194.90615 (08121 412697.76 3720720.09 139.96236 (08121322) 412826.13 3720724.37 115.07309 (08012 412828.78 3720793.50 127,07381 (08071405) 412867,96 3720924.41 77.60387 (08090 412868.40 3721001.39 60.29199 (08071403) 412951.79 3721095.26 84.86421 (06071 413034.75 3721112,20 75,74073 (08071403) 413117,71 3721129.11 69.17500 (06071 413159.21 3721216.73 64.86204 (08071401) 413117.75 3721287.43 59.35725 (08071 413076.28 3721358.13 51.06026 (08112921) 413034.82 3721428.83 54.57925 (08081 412945.96 3721478.80 125.38164 (08030620) 412868.94 3721523.24 93.17769 (08030 412724.11 3721613.09 130,39192 (06090606) 412687,91 3721679.25 67.47285 (08090 412777.72 3721893.54 54.49066 (08021122) 412730.94 3721980.43 52.89311 (08010 412684.16 3722067,33 91,97465 (08053104) 412637,38 3722154.23 88.62335 (08053 412590.59 3722241.12 46.40107 (08053104) 412543.61 3722328.02 46.26542 (06032 412497.03 3722414.91 44.61257 (08120624) 412476.15 3722577.60 42.16518 (06120 • ** AERMOD - VERSION 09292 * ** • ** Newport Banning Ranch * ** .xx Future Oilfield and Future Res /Comm Del xxx x eMODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: NBOPS INCLUDING SOURCE(S): NBOPS I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYgDDHH) X -COORD (M) Y -COORD (M) CONC (YYNO4D _ _ _ _ _ _ _ 412506.05 _ _ _ _ _ _ 3722653.39 _ _ _ _ _ _ _ 40.33750 _ _ _ _ _ _ _ _ _ _ _ _ (08120624) _ _ _ _ _ _ _ 412533.94 _ _ _ _ _ _ _ 3722729,18 _ _ _ _ _ _ 37.77512 _ _ _ _ _ _ _ (08120 412410.99 3722805.41 30.92904 (08063002) 412380.14 3722805.85 24.79580 (08031 412289.30 3722806.29 25.39138 (08121120) 412198.45 3722806.73 29.79905 (08053 412107.60 3722807,16 30,63443 (06053102) 412016.75 3722607.60 30.75126 (08071 411925.91 3722806.04 27.77666 (08071304) 411635.06 3722808.46 23.86768 (08081 Page 80 of 94 Newport Banning Ranch Proposed Project AERMOD Model 411788.65 (M) 3722779.79 (M) 24.73722 (YYMMDDRH) (08010908) 411616.42 Y -COORD 3722689.92 CONC 26.47163 - - - - - - - 412489.85 (06010 411793.84 - - - 3722601.55 - - - - 27.79687 - - - - - - - 412553.28 (08012206) 411771.25 - - - 3722513.17 - - - 29.69018 412524.37 (08012 411748.66 3722424.79 31.38610 412497.86 (08090822) 411726.07 3722336.41 33.56409 412475.40 (08081 411703.49 3722248.04 35.79041 412467.37 (08031307) 411680.90 3722159.66 38.16036 412594.22 (08120 411699.45 3721997,22 45,16504 412609.48 (08021907) 411740.60 3721923.16 49.79126 412659.26 (08021 411931.17 3721697.36 74.02074 412731,52 (08120819) 412000.63 3721678.92 79.34236 412776.46 (08081 412121.15 3721578.56 103,73265 412696.60 (08010908) 412206,33 3721425.01 182.10501 413165.07 (08071 412244.84 3720939.15 689.43134 412982,01 (08021501) 3721085.61 160.94617 (08071 412860.85 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: REEL INCLUDING SOURCE(S): REST I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDRH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412489.85 - - - - - - 3722582.17 - - - - - - 31.19500 - - - - - - - - - - - - - (08071304) - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 38.93487 - - - - - - - (06071 412524.37 3722366.27 35.69574 (08071304) 412497.86 3722433.64 34.81706 (08081 412475.40 3722481.01 33.36840 (08081202) 412467.37 3722520.35 31.70906 (08081 412594.22 3722278.69 45.14652 (08071304) 412609.48 3722233.72 47.56024 (08071 412659.26 3722176.72 53,77910 (06071304) 412731,52 3722032.20 63.58409 (08071 412776.46 3721942.28 74.44642 (08053102) 412696.60 3722100.45 59.34609 (08071 413165.07 3721124,95 114,47659 (08090923) 412982,01 3721085.61 160.94617 (08071 412860.85 3720974.61 147.15473 (06121322) 412160.50 3721337.95 59.14667 (06122 412126.66 3721479.63 47,37473 (08120321) 412179.67 3721036.32 82.90718 (06121 412246.84 3720639.91 122.78145 (08021501) 412523.33 3720798.43 98.29316 (08122 412785.01 3720680.92 73.49824 (08022622) 412827.47 3720655.25 67.93266 (08022 412829.44 3720862.62 126.83393 (08022622) 412867.53 3720847.44 103.74002 (08091 412668.83 3721078.36 226,73411 (06071405) 413200.67 3721146.03 112.09879 (08092 412993.36 3721499.53 244.76114 (08090606) 412896.56 3721458.06 329.10409 (08053 412839.32 3721588.41 134,02601 (08053102) 412760.32 3721546.93 118.22709 (08071 412651.70 3721745.41 69.77731 (08021622) 412713.91 3721778.00 79.50662 (06071 412811.67 3721775.04 94,30781 (08053102) 412824,50 3721806.64 86.90589 (06053 412450.25 3722501.81 32.50866 (08010908) 412561.84 3722604.97 29.57820 (08071 411744.21 3722808.92 18.67241 (08120323) 411738.29 3722781.27 18.96425 (08120 411839.01 3722778.30 19.82301 (08021907) 411658.31 3722071.28 25.40400 (08082 411781.74 3721849.10 30,12320 (06010401) 411839.01 3721623.42 31.37686 (08010 411878.51 3721756.28 33.49414 (08021707) 411661.72 3721715.79 33.83755 (08012 412070.08 3721660.49 39,06667 (08010401) 412172,22 3721496.62 46.49602 (08021 412240.44 3721353.39 60.27939 (08120321) 412254.01 3721277.35 68.70888 (06011 412249.37 3721236.78 74.29737 (08012121) 412246.99 3721170.97 63.34388 (06120 412257,01 3721138.64 88.77333 (08012619) 412256,89 3721096,95 93,74645 (08120 412242.84 3721038.39 92.41651 (08121807) 412339.00 3720826.08 153.41299 (08021 412431.17 3720812.26 136.43560 (08021501) 412610.56 3720759.26 94.51486 (08120 412697.78 3720720.09 65,02151 (08022923) 412828.13 3720724.31 83.84723 (08022 412826.76 3720793.50 105.26865 (08022622) 412667.96 3720924.41 129.93717 (08091 412868.40 3721001,39 169,22598 (08071405) 412951,79 3721095.28 178.19943 (08071 413034.75 3721112.20 144.28162 (06090923) 413117.71 3721129.11 125.76521 (06090 413159.21 3721216,73 166,65763 (08071403) 413117.75 3721287.43 171.72514 (06071 413076.26 3721356.13 226.21920 (08030620) 413034.82 3721426.83 231.45767 (08102 412945.96 3721478.80 255.36615 (08053104) 412868.94 3721523.24 164.48722 (08053 412724.11 3721613.09 90.51728 (08051603) 412687.91 3721679.25 78.96413 (08051 412777.72 3721893.54 79,05574 (06053102) 412730.94 3721980.43 66.20621 (08071 412684.16 3722067.33 60.47189 (08071304) 412637.38 3722154.23 52.40706 (08071 412590.59 3722241.12 45,29839 (08071304) 412543.81 3722328.02 38.15338 (08071 412497.03 3722414.91 35.18920 (08081202) 412478.15 3722577.60 30.44127 (08071 AERMOD - VERSION 09292 *`* ` *` Newport Banning Ranch *`* * ** Future Oilfield and Future Res /Comm rev * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Page 81 of 94 ELEV Newport Banning Ranch Proposed Project AERMOD Model * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES1 INCLUDING SOURCE(S): REST I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 31.25746 - - - - - - - - - - - - - (08071304) - - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 33.25965 - - - - - - - (08071 412470.99 3722805.41 27.18261 (08071304) 412380.14 3722805.85 22.38965 (08081 412289.30 3722806.29 22,02234 (06012206) 412198.45 3722606.73 21.40326 (08051 412107.60 3722807.16 20.96726 (08081606) 412016.75 3722807.60 20.50049 (08120 411925.91 3722808.04 19,75756 (08040603) 411835.06 3722808.48 19.54251 (08021 411768.65 3722779.79 19.14582 (08081605) 411616.42 3722689.92 20.23309 (06120 411793.84 3722601.55 20,82902 (08091005) 411771.25 3722513.17 21.79284 (06022 411748.66 3722424.79 22.33569 (08010719) 411726.07 3722336.41 23.17719 (08121 411703.49 3722248.04 23.93589 (08053105) 411680.90 3722159.66 24.73095 (08010 411699.45 3721997.22 27.05804 (08021906) 411740.60 3721923.16 28.48208 (08010 411931.17 3721697,36 35,50405 (06021707) 412000.63 3721678.92 37.34344 (08010 412121.15 3721576.56 41.97261 (08010401) 412206.33 3721425.01 51.95005 (08052 412244.84 3720939,15 90,66589 (08020424) 413200.67 3721146.03 43.09671 (08121 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev *`* * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES2 INCLUDING SOURCE(S): RES2 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412469.65 - - - - - - 3722562.17 - - - - - - 45.20242 - - - - - - - - - - - - - (06031305) - - - - - - - 412553.28 - - - - - - - 3722330.67 - - - - - - 79.76926 - - - - - - - (06053 412524.37 3722386,27 59,21420 (08053104) 412497.88 3722433.64 54.32710 (06050 412475.40 3722481.01 52.79124 (08053102) 412467.37 3722520.35 51.24510 (08053 412594.22 3722278.69 99.28690 (08053104) 412609.48 3722233.72 110.22563 (08053 412659.26 3722176.72 110.62305 (08053104) 412731.52 3722032.20 109.26198 (08090 412776.48 3721942,26 102,53701 (06102923) 412698.60 3722100.45 112.66276 (08090 413165.07 3721124.95 43.73020 (08091320) 412962.01 3721085.61 51.19949 (08042 412880.85 3720974,81 50,24691 (08091324) 412180.50 3721337.95 88.73109 (08021 412126.66 3721479.63 90.42505 (08021501) 412179.67 3721036.32 52.46869 (08021 412246.84 3720839,91 44.18325 (08022923) 412523,33 3720798.43 41.96693 (06091 412785,01 3720680.92 35.11259 (08091403) 412827.47 3720655,25 33.36956 (08091 412829.44 3720862.62 45.84612 (08040301) 412867.53 3720847.44 43.32679 (08040 412868.83 3721078.36 56.53405 (08011318) 413200.67 3721146.03 43.09671 (08121 412993.36 3721499.53 76,17826 (06071405) 412898.56 3721458.06 93.61583 (08071 412839.32 3721588.41 96.50644 (08071403) 412760.32 3721546.93 133.57915 (08071 412651.70 3721745.41 168,01324 (08102923) 412713.91 3721778.00 131.50009 (08030 412811.67 3721775.04 107.60351 (08030620) 412824.50 3721606.64 103.17670 (06030 412450.25 3722501.61 54.85195 (08053102) 412561.84 3722804.97 37.24223 (08120 411744.21 3722606.92 27.13561 (08021907) 411736.29 3722781.27 27.28121 (08081 411839.01 3722778.30 28.62476 (08091606) 411658.31 3722071.28 37.01571 (08120 411781.74 3721849.10 43.17703 (08011206) 411839.01 3721823.42 46.16510 (08011 411678.51 3721756.26 48,84150 (06012406) 411861,72 3721715.79 47.75472 (08021 412070.08 3721660.49 66.59897 (08120824) 412172.22 3721496.62 100.72271 (08021 412240.44 3721353.39 108.71824 (08021501) 412254.01 3721277.35 111.56811 (08021 412249.37 3721236.78 84.99893 (08021501) 412248.99 3721170.97 67.38964 (08120 412257.01 3721138,64 64.52235 (08012201) 412256.89 3721096.95 60.51463 (06120 412242,84 3721038.39 55.02666 (08120305) 412339.00 3720826,08 44,17167 (08121 412431,17 3720812.26 45.16294 (08022622) 412610.56 3720759.26 40.25520 (08011 412697.78 3720720.09 37.52055 (08042705) 412828.13 3720724.37 38.10684 (08030 412628.78 3720793.50 42,85728 (06030919) 412867,96 3720924.41 48.71035 (08091 412866.40 3721001.39 51.96447 (08091324) 412951.79 3721095.26 53.49365 (08042 Page 82 of 94 Newport Banning Ranch Proposed Project AERMOD Model 413034.75 (M) 3721112,20 (M) 49.86523 (YYHDDHH) (08050722) 413117.71 Y -COORD 3721129.11 CONC 45.57800 - - - - - - - 412506.05 (06091 413159.21 - - - 3721216.73 - - - - 46.48629 - - - - - - 412533.94 (08121322) 413117.75 - - - 3721287.43 - - - - 52.50494 412470.99 (08062 413076.28 3721358.13 58.75468 412380.14 (08071405) 413034.82 3721428.83 72,03832 412289.30 (08071 412945.96 3721478.80 19876 86.06850 412198.45 (08071405) 412868.94 3721523.24 98.12362 412107.60 (08071 412724.11 3721613.09 148,49267 412016.75 (06030620) 412687,91 3721679.25 166.50341 411925.91 (08030 412777.72 3721893.54 103.42947 411635.06 (08102923) 412730.94 3721980.43 110.85990 411788.65 (08090 412684.16 3722067,33 119,44855 411816,42 (08090606) 412637.38 3722154.23 120.71414 411793.84 (08053 412590.59 3722241.12 105.66065 411771.25 (08053104) 412543.61 3722328.02 77.94914 411748.66 (06053 412497.03 3722414.91 55.64375 411726.07 (08050123) 412476.15 3722577.60 45.54266 411703.49 (06031 * ** AERMOD - VERSION 09292 * ** • ** Newport Banning Ranch 3722159.66 36.26585 (08021 * ** 3721997.22 39.16243 * ** Future Oilfield and Future Res /Comm Dec 40.93194 (08122 * ** * *MODELOPTS: RegDFAULT CONC (08120824) 412000.63 ELEV 3721678.92 58.40375 (08120 412121.15 FLGPOL 3721578.56 95.84167 (06021501) 412206.33 3721425.01 99.45731 (08021 412244.84 3720939.15 * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION 3721146.03 VALUES FOR SOURCE GROUP: RES2 * ** AERMOD - VERSION 09292 * ** * ** INCLUDING SOURCE(S): RES2 I 3721458.06 104.12447 * ** (08040 412639.32 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYHDDHH) X -COORD (M) Y -COORD (M) CONC (YYNMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 42.32615 - - - - - - - - - - - - - - (08050123) - - - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - 39.65672 - - - - - - - (08120 412470.99 3722805.41 33.49604 (08031305) 412380.14 3722805.85 39.48305 (08053 412289.30 3722806.29 39.16097 19876 (08071304) 412198.45 3722806.73 36.49664 (08071 412107.60 3722807,16 31,00816 (06010906) 412016.75 3722607.60 30.05179 (08021 411925.91 3722806.04 29.23637 (08031307) 411635.06 3722808.46 28.04473 (08091 411788.65 3722779.79 28,30113 (08021907) 411816,42 3722689.92 30.08697 (08021 411793.84 3722601.55 31.04537 (08120323) 411771.25 3722513.17 32.60475 (06022 411748.66 3722424.79 33.62865 (08121620) 411726.07 3722336.41 34.76004 (08121 411703.49 3722246.04 35.43539 (08082205) 411680.90 3722159.66 36.26585 (08021 411699.45 3721997.22 39.16243 (08122119) 411740.60 3721923.16 40.93194 (08122 411931.17 3721697.36 52.32513 (08120824) 412000.63 3721678.92 58.40375 (08120 412121.15 3721578.56 95.84167 (06021501) 412206.33 3721425.01 99.45731 (08021 412244.84 3720939.15 46.98962 (08012606) 413200.67 3721146.03 48.77682 (08101 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 412898.56 3721458.06 104.12447 * ** (08040 412639.32 3721568.41 * *• Future Oilfield and Future Res /COIN) Dev 3721546.93 142.24266 * ** (08091 * *MODELOPTS: RegDFAULT CONC 309.34106 (08052723) ELEV 3721778.00 321.34264 (08030 FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES3 INCLUDING SOURCE(S): RES3 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG PAR! S /M * *3 X -COORD (M) Y -COORO (M) CONC (YREHDDHH) X -COORD (M) Y -COORD (M) CONC (YYTEHD - - - - - - - 412489.85 - - - - - - 3722582,17 - - - - - - 130,65423 - - - - - - - - - - - - - (08071304) - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 259.73783 - - - - - - - (08053 412524.37 3722386.27 210.86559 (08071304) 412497.68 3722433.64 193.05755 (06071 412475.40 3722481.01 152 19876 (08071304) 412467.37 3722520.35 134.92966 (06071 412594.22 3722276.69 252.91560 (08053104) 412609.48 3722233.72 270.88507 (08053 412659.26 3722176,72 278.67748 (08053104) 412731.52 3722032.20 275.89244 (08090 412776.48 3721942.28 279.64454 (08030620) 412698.60 3722100.45 301.39379 (08053 413165.07 3721124,95 49,17063 (06121321) 412982,01 3721085.61 53.36714 (08030 412880.85 3720974.81 49.48835 (08122708) 412180.50 3721337.95 43.92935 (08011 412126.66 3721479.63 70,70480 (08021501) 412179.67 3721036.32 36.28433 (08120 412246.84 3720839.91 32.86823 (08120305) 412523.33 3720798.43 36.03466 (08121 412785.01 3720680,92 31,81144 (08091401) 412827,47 3720655.25 31.15262 (06052 412829,44 3720862.62 42.04505 (08011321) 412867.53 3720847.44 41.36376 (08011 412868.83 3721078.36 56.62116 (08042705) 413200.67 3721146.03 48.77682 (08101 412993.36 3721499.53 92.68519 (08011318) 412898.56 3721458.06 104.12447 (08040 412639.32 3721568.41 147,82373 (06091324) 412760.32 3721546.93 142.24266 (08091 412651.70 3721745.41 309.34106 (08052723) 412713.91 3721778.00 321.34264 (08030 Page 83 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412811.67 (M) 3721775,04 (M) 269,94080 (YYMMDDHH) (08042623) 412824,50 Y -COORD 3721806.64 CONC 249.35449 - - - - - - - 412506.05 (08071 412450.25 - - - 3722501.81 - - - - 140.62425 - - - - - - 412533.94 (08012206) 412561.84 - - - 3722604.97 - - - - 82.08233 412470.99 (08053 411744.21 3722808.92 36.80011 412360.14 (08010521) 411738.29 3722781.27 37.12749 412289.30 (08010 411839.01 3722778.30 40.83748 412198.45 (08053105) 411658.31 3722071.28 35.59409 412107.60 (08012 411781.74 3721849.10 36,65564 412016.75 (06011607) 411839.01 3721623.42 37.90383 411925.91 (08121 411878.51 3721756.28 38.83783 411835.06 (08121820) 411861.72 3721715.79 37.54525 411788.65 (08121 412070.08 3721660.49 57,60406 411816.42 (08021501) 412172,22 3721496.62 72.90228 411793.84 (08021 412240.44 3721353.39 46.64513 411771,25 (08021803) 412254.01 3721277.35 45.59528 411748.66 (06010 412249.37 3721236.78 43,74235 411726.07 (08010121) 412248,99 3721170.97 41.30628 411703.49 (08120 412257.01 3721136.64 40.60640 411680,90 (08120507) 412256.89 3721096.95 39.32289 411699,45 (08120 412242.84 3721038.39 37.35928 411740.60 (08012201) 412339.00 3720826.08 34.26338 411931.17 (08022 412431.17 3720812.26 35.49205 412000.63 (08121908) 412610.56 3720759.26 36.42494 412121.15 (08022 412697.78 3720720.09 32,85864 412206.33 (06112501) 412828.13 3720724.31 34.58139 412244.84 (08052 412828.76 3720793.50 36.03373 (08052723) 412667.96 3720924.41 46.31354 * ** AERMOD - (08011 412868.40 * ** 3721001,39 Newport 51,38037 (08122708) 412951,79 3721095.28 * ** 55.70327 (08091 413034.75 3721112.20 Future 54.61205 Res /Comm Dev (06030919) 413117.71 3721129.11 * ** 53.26021 * *MODELOPTS: (06091 413159.21 3721216.73 54.45065 (08101407) 413117.75 3721287.43 61.43155 (08011 413076.26 3721356.13 70.02769 (08011318) 413034.82 3721426.83 80.66219 (08011 412945.96 THE 3721478.80 1 -HR AVERAGE 98.45222 (08091324) 412868.94 GROUP: 3721523.24 122.99324 (08040 412724.11 INCLUDING 3721613.09 RES4 176.80804 (08042705) 412687.91 3721679.25 228.32034 (08011 412777.72 3721893.54 262,93178 (06030620) 412730.94 3721980.43 322.01695 (08090 412664.16 3722067.33 357.04507 (08053104) 412637.36 3722154.23 325.62029 (08053 412590.59 3722241,12 296,56620 (08053102) 412543.81 3722328.02 284.96384 (08071 412497.03 3722414.91 202.49983 (06071304) 412476.15 3722577.60 127.11953 (06071 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES3 ` INCLUDING SOURCE(S): RES3 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAM3/M * *3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 114.67142 - - - - - - - - - - - - - - (08071304) - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 98.50791 - - - - - - - (06053 412470.99 3722805.41 76.52446 (08071304) 412360.14 3722605.85 61.34394 (08010 412289.30 3722806.29 58.55436 (08091624) 412198.45 3722806.73 55.07251 (08120 412107.60 3722807.16 51.00770 (08120323) 412016.75 3722807.60 47.45734 (08022 411925.91 3722808.04 42,99931 (06091202) 411835.06 3722608.48 39.86792 (08053 411788.65 3722779.79 36.77272 (08121305) 411816.42 3722689.92 41.11763 (08042 411793.84 3722601,55 41,94593 (08010401) 411771,25 3722513.17 41.21526 (08052 411748.66 3722424.79 41.17007 (08021404) 411726.07 3722336.41 39.30956 (06122 411703.49 3722246.04 36.40762 (08012121) 411680,90 3722159.66 36.94068 (06021 411699,45 3721997.22 35.65256 (08050203) 411740.60 3721923,16 36.64077 (08011 411931.17 3721697.36 42.57580 (08021501) 412000.63 3721678.92 51.53066 (08021 412121.15 3721578.56 66.48754 (08021501) 412206.33 3721425.01 46.53850 (08021 412244.84 3720939.15 35,15234 (06120606) * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES4 INCLUDING SOURCE(S): RES4 , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -000RD (M) Y -COORD (M) CONC (YYMMD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412489.85 3722562.17 34.83095 (08081606) 412553.28 3722330.87 45.45956 (08120 Page 84 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412524.37 (M) 3722386.27 (M) 41.38112 (YYMMDDHH) (08120819) 412497.88 Y -COORD 3722433.64 CONC 40.64460 - - - - - - - 412506.05 (08120 412475.40 - - - 3722481.01 - - - - 36.52251 - - - - - - - 412533.94 (08120819) 412467.37 - - - 3722520.35 - - - 36.73243 412470.99 (08120 412594.22 3722278.69 49.27435 412380.14 (08031307) 412609.48 3722233.72 52.13684 412289.30 (08101 412659.26 3722176.72 57.35553 412196.45 (08031307) 412731.52 3722032.20 72.35730 412107.60 (08081 412776.48 3721942,26 65,34541 412016.75 (06061606) 412698.60 3722100.45 64.55557 411925.91 (08081 413165.07 3721124.95 650.96874 411835.06 (08042623) 412982.01 3721085.61 486.90200 411788.65 (08010 412880.85 3720974,81 241.52261 411816.42 (08011006) 412180.50 3721337.95 55.78776 411793.84 (08012 412126.66 3721479.63 49.55126 411771.25 (08012121) 412179.67 3721036.32 55.43936 411748.66 (06122 412246.84 3720639.91 54.68899 411726,07 (08021704) 412523,33 3720798.43 156.49405 411703.49 (06021 412785.01 3720680.92 84.86006 411680.90 (08121204) 412827.47 3720655.25 63.88355 411699.45 (08011 412829.44 3720862.62 154.20134 411740,60 (08121107) 412867.53 3720847.44 146.43063 411931,17 (08010 412868.83 3721078.36 561.28258 412000,63 (08021501) 413200.67 3721146.03 575.84644 412121.15 (08121 412993.36 3721499.53 324,55921 412206.33 (06071304) 412898.56 3721458.06 309.93116 412244.84 (08022 412839.32 3721588.41 186.99272 (08120323) 412760.32 3721546.93 176.95307 (08053 412651.70 3721745.41 102,32147 (08022402) 412713.91 3721778.00 105.68262 (08120 412811.67 3721775.04 120.01165 (08120819) 412624.50 3721606.64 113.17968 (06061 412450.25 3722501.61 37,49401 (08120819) 412561,84 3722804.97 29.85376 (06012 411744.21 3722806.92 20.07183 (08091202) 411736.29 3722781.27 20.14699 (08030 411839.01 3722778.30 21.41678 (08022402) 411658.31 3722071.28 26.49914 (08072 411781.74 3721849.10 32.16191 (08122418) 411839.01 3721823.42 33.88119 (08122 411678.51 3721756.26 35,49600 (06122416) 411861,72 3721715.79 35.31477 (08122 412070.06 3721660.49 43.70149 (08122417) 412172.22 3721496.62 52.77672 (08022 412240.44 3721353.39 59,33311 (08012403) 412254,01 3721277.35 61.42886 (08012 412249.37 3721236.78 61.21690 (08012402) 412246.99 3721170.97 61.59468 (06120 412257.01 3721138,64 61,67197 (08022905) 412256,89 3721096.95 60.57339 (06121 412242.84 3721036.39 59.26626 (08122408) 412339.00 3720826.06 60.82212 (08011 412431,17 3720812.26 124.21194 (08021501) 412610.56 3720759.26 77.58454 (08122 412697.78 3720720.09 84.67197 (08011006) 412828.13 3720724.37 101.13965 (08021 412628.78 3720793.50 130,09842 (06010121) 412867,96 3720924.41 199.94416 (08121 412868.40 3721001.39 244.07736 (08053004) 412951.79 3721095.26 542.09431 (08021 413034.75 3721112,20 703,40807 (08012606) 413117,71 3721129.11 843.44169 (08030 413159.21 3721216.73 959.52647 (08071405) 413117.75 3721287.43 1308.75221 (06102 413076.26 3721358,13 1206,99151 (08053104) 413034,82 3721428.83 636.22095 (06071 412945.96 3721476.80 326.37652 (08120819) 412866.94 3721523.24 236.56763 (08091 412724.11 3721613.09 144.08264 (08121620) 412687.91 3721679.25 119.83003 (08121 412777.72 3721893.54 92.94800 (08031307) 412730.94 3721980.43 78.04329 (08031 412684.16 3722067,33 66,72499 (06101907) 412637,38 3722154.23 58.36270 (08120 412590.59 3722241.12 51.60394 (08120819) 412543.81 3722328.02 45.75776 (08120 412497.03 3722414,91 41,43245 (08120819) 412478.15 3722577.60 34.79659 (08031 * *• AERMOD - VERSION 09292 * ** * ** Newpeit Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: RES4 INCLUDING SOURCE(S): RES4 I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 32.91595 - - - - - - - - - - - - - (06090822) - - - - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - 31.07095 - - - - - - - (06051 412470.99 3722605.41 27.05022 (08090822) 412380.14 3722805.85 25.98250 (06031 412289.30 3722806.29 25.37053 (08120819) 412196.45 3722606.73 24.32741 (08021 412107.60 3722807.16 23.17178 (08021907) 412016.75 3722807.60 22.42597 (08120 411925.91 3722808.04 21.69122 (08022401) 411835.06 3722808.48 21.15660 (08022 411788.65 3722779.79 20,69521 (06091202) 411816.42 3722689.92 21.79596 (08030 411793.84 3722601.55 22.69071 (08072704) 411771.25 3722513.17 23.65458 (08121 411748.66 3722424,79 24,34877 (08010521) 411726,07 3722336.41 24.78461 (08082 411703.49 3722248.04 25.71398 (08010401) 411680.90 3722159.66 25.73209 (08021 411699.45 3721997,22 28,59967 (08120321) 411740,60 3721923.16 30.41597 (06120 411931,17 3721697.36 37.87801 (08122417) 412000,63 3721678,92 40,63810 (08122 412121.15 3721578.56 46.73258 (08011206) 412206.33 3721425.01 56.12899 (08011 412244.84 3720939.15 57.03865 (08121922) * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Page 85 of 94 Newport Banning Ranch Proposed Project AERMOD Model * ** Future Oilfield and Future Res /Comm Rev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HOTEL INCLUDING SOURCE(S): HOTEL I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG RAE! S /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYM[DDHH) X -COORD (M) Y -COORD (M) CONC (YYmmD - - - - - - - 412489.85 - - - - - - 3722582,17 - - - - - - 34,73953 - - - - - - - - - - - - - - (08053102) - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 37.02642 - - - - - - - (08121 412524.37 3722366.27 34.33706 (06053102) 412497.88 3722433.64 39.15480 (08053 412475.40 3722481.01 39,12156 (08053102) 412467.37 3722520.35 38.24526 (06053 412594.22 3722276.69 37.76671 (08031305) 412609.48 3722233.72 36.49725 (08031 412659.26 3722176.72 39.63180 (08050123) 412731.52 3722032.20 45.17789 (08053 412776.48 3721942.28 64.91971 (08053104) 412698.60 3722100.45 41.46326 (08120 413165.07 3721124,95 115,87659 (06071402) 412982,01 3721085.61 156.30071 (08071 412880.85 3720974.81 196.96730 (08082221) 412180.50 3721337.95 95.56357 (08121 412126.66 3721479.63 72,72592 (08091202) 412179.67 3721036.32 151.87864 (08120 412246.84 3720639.91 161.87313 (08021501) 412523.33 3720796.43 261.75751 (06021 412785.01 3720680,92 121.03936 (08011318) 412827,47 3720655.25 109.30759 (06011 412629.44 3720862.62 209.02600 (08062901) 412867.53 3720847.44 195.67201 (08062 412868.83 3721078.36 192.94355 (08030620) 413200.67 3721146.03 109.34257 (08071 412993.36 3721499.53 108.13236 (08090606) 412898.56 3721458.06 104.53927 (08102 412639.32 3721568.41 102,29313 (06053104) 412760.32 3721546.93 93.37476 (08053 412651.70 3721745.41 63.11156 (08053104) 412713.91 3721778.00 74.56213 (08053 412811.67 3721775.04 75,91290 (08053104) 412824,50 3721806.64 74.84074 (08053 412450.25 3722501.61 39.32070 (08053102) 412561.64 3722804.97 26.56666 (06121 411744.21 3722808,92 20,54749 (08031307) 411738,29 3722781.27 20.77167 (06031 411839.01 3722776.30 21.18510 (08091624) 411656.31 3722071.28 31.49400 (08010 411781.74 3721849.10 39.79490 (08121620) 411839.01 3721823.42 41.56518 (08091 411878.51 3721756.28 45.59415 (08121620) 411861.72 3721715.79 46.85844 (08072 412070.08 3721660.49 55,79901 (06091005) 412172,22 3721496.62 71.82376 (08022 412240.44 3721353.39 93.24451 (08010719) 412254.01 3721277.35 109.49650 (08053 412249.37 3721236,78 119,84260 (08010521) 412248.99 3721170.97 140.77445 (08012 412257.01 3721136.64 158.32977 (08120321) 412256.69 3721096.95 171.00022 (06122 412242.84 3721038,39 176.93177 (08021523) 412339,00 3720826.06 220.16697 (06021 412431.17 3720812.26 191.71111 (08021501) 412610.56 3720759.26 180.31508 (08121 412697.78 3720720.09 146.36679 (08030919) 412828.13 3720724.37 143.00879 (08053 412828.78 3720793.50 169.21946 (08091320) 412867.96 3720924.41 290.02978 (08071 412668.40 3721001,39 216,37551 (06071403) 412951,79 3721095.28 159.44198 (08071 413034.75 3721112.20 136.04539 (08071401) 413117.71 3721129.11 120.15153 (08071 413159.21 3721216,73 95.33785 (08071401) 413117.75 3721287.43 96.97718 (08030 413076.26 3721356.13 115.53420 (08030620) 413034.82 3721428.83 110.74217 (06102 412945.96 3721476.60 101.01697 (08090606) 412666.94 3721523.24 94.24981 (06090 412724,11 3721613.09 81.88695 (08053104) 412687,91 3721679,25 83,70079 (08053 412777,72 3721893.54 68.21881 (08053104) 412730.94 3721980.43 52.12000 (08053 412684.16 3722067.33 41.89795 (08120624) 412637.38 3722154.23 39.97742 (08050 412590.59 3722241,12 38,36606 (06031305) 412543.81 3722328.02 38.18242 (08053 412497.03 3722414.91 39.81697 (08053102) 412476.15 3722577.60 35.36488 (08053 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * THE 15T HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HOTEL INCLUDING SOURCE(S): HOTEL I * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMADDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 86 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412506.05 (M) 3722653.39 (M) 32.02361 (=DDHN.) (08053102) 412533.94 Y -COORD 3722729.16 CONC 29.02001 - - - - - - - 412489.85 (08121 412470.99 - - - 3722805.41 - - - - 26.47196 - - - - - - - 412553.28 (08053102) 412360.14 - - - 3722605.85 - - - 27.09433 412524.37 (08053 412289.30 3722806.29 21.11710 412497.88 (08071304) 412198.45 3722806.73 25.23055 412475.40 (08071 412107.60 3722807.16 21.56509 412467.37 (08081202) 412016.75 3722807.60 21.64866 412594.22 (08010 411925.91 3722808.04 21,04747 412609.48 (06012206) 411835.06 3722608.48 20.78035 412659.26 (08091 411788.65 3722779.79 21.05522 412731.52 (08081606) 411816.42 3722689.92 22.35603 412776.48 (08031 411793.84 3722601,55 23,57081 412698.60 (08120819) 411771,25 3722513.17 24.50359 413165.07 (08120 411748.66 3722424.79 26.06027 412982.01 (08021907) 411726.07 3722336.41 26.94886 412680.85 (06061 411703.49 3722248,04 28,36920 412160.50 (08120323) 411680,90 3722159.66 30.24948 412126.66 (06022 411699.45 3721997.22 33.90675 412179.67 (08091202) 411740.60 3721923.16 36.43982 412246.84 (08121 411931.17 3721691.36 49.73686 412523.33 (08121620) 412000.63 3721676.92 53.23537 412765.01 (08022 412121.15 3721578.56 62.43910 412627.47 (08022401) 412206.33 3721425.01 81.53315 412829.44 (08022 412244.84 62 3720939.15 172,96665 412867,53 (06022905) 3720847.44 48.11210 (06050 412668.83 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS2 INCLUDING SOURCE(S): TRUCKS2 , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG SAM S /M * *3 ** X -COORD (M) Y -000RD (M) CONC (=DDHN.) X -000RD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412489.85 - - - - - - 3722562.17 - - - - - - 49.36436 - - - - - - - - - - - - - (08053104) - - - - - - - 412553.28 - - - - - - - 3722330.87 - - - - - - 61.70111 - - - - - - - (08053 412524.37 3722386,27 61,42609 (08053104) 412497.88 3722433.64 53.69925 (08053 412475.40 3722461.01 50.96634 (08053104) 412467.37 3722520.35 49.76846 (06053 412594.22 3722278,69 54.76784 (08053104) 412609.48 3722233.72 47.96116 (06053 412659.26 3722176.72 42.13257 (08090606) 412731.52 3722032.20 49.44737 (08090 412776.48 3721942.28 47,74082 (08102923) 412698.60 3722100.45 44.55120 (08090 413165.07 3721124.95 26.20531 (08071405) 412982.01 3721085.61 30.59330 (08121 412680.85 3720974,81 35,25066 (06091320) 412160.50 3721337.95 180.93244 (08021 412126.66 3721479.63 203.24873 (08021501) 412179.67 3721036.32 152.32823 (08021 412246.84 3720839.91 132,61460 (08022622) 412523.33 3720798.43 91.59648 (08091 412765.01 3720680.92 50.35605 (08052522) 412627.47 3720655.25 47.27496 (06042 412829.44 3720862 62 47.99147 (08053123) 412867,53 3720847.44 48.11210 (06050 412668.83 3721076.36 32.69211 (08062622) 413200.67 3721146.03 26.47323 (08071 412993.36 3721499.53 28.03570 (08071402) 412898.56 3721456.06 29.61398 (08071 412839.32 3721588.41 32.71899 (08030620) 412760.32 3721546.93 40.18085 (08030 412651.70 3721745.41 51,13592 (06102923) 412713.91 3721778.00 52.32746 (08102 412811.67 3721775.04 45.74207 (08030620) 412824.50 3721806.64 44.22288 (08030 412450.25 3722501,81 49.21705 (08053104) 412561,84 3722804.97 44.54249 (08053 411744.21 3722606.92 36.29963 (08012208) 411736.29 3722761.27 37.10556 (06012 411839.01 3722776.30 37,38538 (08081202) 411656.31 3722071.26 68.10769 (06121 411781,74 3721849,10 93.50386 (08021906) 411839,01 3721823,42 113,01456 (08021 411878.51 3721756.28 118.96905 (08012206) 411861.72 3721715.79 99.24715 (08122 412070.08 3721660.49 387.85853 (08121620) 412172.22 3721496.62 394.58289 (08021 412240.44 3721353.39 434,84240 (06071304) 412254,01 3721277.35 571.92380 (08071 412249.37 3721236.78 474.17993 (08071304) 412246.99 3721170.97 390.94541 (08121 412257.01 3721138.64 439,00737 (08022622) 412256,89 3721096.95 369.95388 (08022 412242.84 3721036.39 245.26795 (08121606) 412339.00 3720826.06 136.93309 (06011 412431.17 3720812,26 129,03846 (08030919) 412610.56 3720759.26 78.31876 (06092 412697.76 3720720.09 59.19877 (08011318) 412826.13 3720724.37 54.46967 (08042 412828.78 3720793.50 49.43833 (08053123) 412867.96 3720924.41 40.00002 (08111 412868.40 3721001.39 34.95939 (08091320) 412951.79 3721095.28 31.68465 (08121 413034.75 3721112,20 21,35013 (06071405) 413117,71 3721129.11 26.50920 (08071 413159.21 3721216.73 27.78023 (08071405) 413117.75 3721287.43 28.65630 (08071 413076.28 3721358.13 28,28667 (08071405) 413034,82 3721428.83 24.31603 (08071 412945.96 3721478.80 27.72482 (08071402) 412868.94 3721523.24 26.21818 (08071 412724.11 3721613,09 50,29905 (08030620) 412687,91 3721679.25 51.65452 (06030 412777.72 3721893.54 48,75111 (08102923) 412730.94 3721980.43 51,42646 (08090 412684.16 3722061.33 45.64877 (08090606) 412637.38 3722154.23 42.91972 (08090 412590.59 3722241.12 54.00079 (08053104) 412543.81 3722328.02 61.58378 (08053 412497.03 3722414.91 54,77642 (06053104) 412478.15 3722577.60 49.14224 (08053 Page 87 of 94 Newport Banning Ranch Proposed Project AERMOD Model * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev *`* * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: TRUCKS2 INCLUDING SOURCE(S): TRUCKS2 , * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** * CONC OF ALL IN MICROGRAMS /M * *3 X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YYMMD - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 46.63964 - - - - - - - - - - - - - - (06053104) - - - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - 44.99388 - - - - - - - (06053 412470.99 3722805,41 40,40928 (08053104) 412380,14 3722805.85 33.21525 (08121 412289.30 3722806.29 33.22873 (08050123) 412196.45 3722606.73 34.56029 (08031 412107.60 3722807.16 42.23810 (08053102) 412016.75 3722807.60 42.58699 (08053 411925.91 3722808.04 43.56165 (08071304) 411835.06 3722808.48 36.20666 (08081 411788.65 3722779.79 31,64235 (06010906) 411816.42 3722689.92 41.46371 (08010 411793.84 3722601.55 45.18741 (08012208) 411771.25 3722513.17 49.31124 (08090 411748.66 3722424,79 54,40270 (08031307) 411726,07 3722336.41 58.66631 (08120 411703.49 3722246.04 63.44595 (08021907) 411680.90 3722159.66 67.04601 (06022 411699.45 3721997.22 75.93994 (08053105) 411740,60 3721923.16 85.02713 (06121 411931.17 3721697.36 127.73636 (08120321) 412000.63 3721678.92 184.12768 (08010 412121.15 3721578.56 333.70263 (08022401) 412206.33 3721425.01 396.95367 (08042 412244.84 3720939.15 181.47473 (08022622) 413200.67 3721146.03 27.80126 (06071 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch 412696.56 3721456.06 37.39278 * ** (08071 412839.32 3721588.41 * ** Future Oilfield and Future Res /Comm Dev 3721546.93 45.21268 * ** (08030 * *MOEELOPTs: RegDFAULT CONC 65.03160 ELEV 412713.91 3721778.00 57.76141 FLGPOL 412811.67 3721775.04 49,34976 (06030620) 412824,50 3721606.64 46.55672 (08030 412450.25 * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION 412561.84 VALUES FOR SOURCE GROUP: TRUCKS _F (08053 411744.21 3722808.92 INCLUDING SOURCE(S): TRUCKS F, 411738.29 3722781.27 72.59912 * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** GONG OF ALL IN MICROG RAM S /M * *3 X -COORD (M) Y -COORD (M) GONG (YYPIMDDHH) X -COORD (M) Y -COORD (M) CONC (YYmHD - - - - - - - 412489.65 - - - - - - 3722562,17 - - - - - - 49.19607 - - - - - - - - - - - - - (06053104) - - - - - - - 412553.26 - - - - - - - 3722330.87 - - - - - - 71.55613 - - - - - - - (08053 412524.37 3722386.27 57.59014 (08053104) 412497.86 3722433.64 50.41463 (08053 412475.40 3722481,01 50,36947 (08053104) 412467.37 3722520.35 49.84058 (08053 412594.22 3722276.69 74.75090 (08053104) 412609.46 3722233.72 60.06795 (06053 412659.26 3722176,72 42.45641 (08090606) 412731.52 3722032.20 52.44792 (06090 412776,48 3721942.28 52.43329 (08102923) 412698,60 3722100.45 41,27271 (08090 413165.07 3721124.95 29.38845 (08062823) 412982.01 3721085.61 36.72427 (08121 412880.85 3720974.81 47.83091 (08111418) 412180.50 3721337.95 227.80693 (08120 412126.66 3721479.63 262,61321 (06021501) 412179.67 3721036.32 176.67746 (08012 412246.84 3720639.91 201.10723 (08022622) 412523.33 3720796.43 140.21959 (08040 412785.01 3720680.92 71,31317 (08011318) 412827,47 3720655.25 64.36829 (08052 412829.44 3720662.62 65.60333 (08053123) 412867.53 3720647.44 65.59600 (06053 412868.83 3721078,36 43,15187 (08091320) 413200.67 3721146.03 27.80126 (06071 412993.36 3721499.53 30.12729 (08071402) 412696.56 3721456.06 37.39278 (08071 412839.32 3721588.41 39.60668 (08030620) 412760,32 3721546.93 45.21268 (08030 412651.70 3721745.41 65.03160 (08102923) 412713.91 3721778.00 57.76141 (08102 412811.67 3721775.04 49,34976 (06030620) 412824,50 3721606.64 46.55672 (08030 412450.25 3722501.81 49.47496 (08053104) 412561.84 3722804.97 43.96392 (08053 411744.21 3722808.92 71,35908 (08012208) 411738.29 3722781.27 72.59912 (08012 411839.01 3722778.30 71.25884 (08081202) 411658.31 3722071.28 103.67319 (08022 411761.74 3721849,10 117,79794 (08021707) 411639.01 3721823.42 144.56354 (06010 411878,51 3721756.28 137.79831 (08120619) 411861.72 3721715.79 108,77102 (08122 412070.08 3721660.49 658.61991 (08121305) 412172.22 3721496.62 806.44398 (08022 412240.44 3721353.39 1035.97673 (08042705) 412254.01 3721277.35 1674.45586 (08071 412249.37 3721236.76 1054,83556 (06010906) 412248.99 3721170.97 873.25445 (08022 412257.01 3721136.64 960.52913 (08122707) 412256.69 3721096.95 634.02716 (08022 Page 88 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412242.84 (M) 3721038,39 (M) 354.82269 (YYHRDDHH) (08121606) 412339,00 Y -COORD 3720826.06 CONS 263.94073 - - - - - - - 412506.05 (06011 412431.17 - - - 3720812.26 - - - - 190.83752 - - - - - - 412533.94 (08030919) 412610.56 - - - 3720759.26 - - - - 108.04362 412470.99 (08121 412697.78 3720720.09 88.76520 412360.14 (08101407) 412828.13 3720724.37 74,10222 412289.30 (08052 412828.78 3720793.50 72.33474 412198,45 (08042623) 412867.96 3720924.41 54.92915 412107.60 (08050 412668.40 3721001,39 45,76491 412016.75 (06111416) 412951,79 3721095.28 38.98112 411925.91 (08062 413034.75 3721112.20 34.83650 411835.06 (08062901) 413117.71 3721129.11 29.50966 411788.65 (08062 413159.21 3721216,73 28.60293 411816.42 (08071405) 413117.75 3721287.43 30.56545 411793.84 (08071 413076.26 3721356.13 33.23064 411771,25 (08071405) 413034.82 3721428.63 31.13056 411746.66 (06071 412945.96 3721478,80 29.88825 411726.07 (08071402) 412868,94 3721523.24 28.50786 411703.49 (06071 412724.11 3721613.09 52.86739 411680.90 (08030620) 412687.91 3721679.25 55.02569 411699.45 (08030 412777,72 3721893.54 55.54244 411740.60 (08102923) 412730.94 3721980.43 59.41642 411931.17 (08090 412684.16 3722067.33 42.25510 412000.63 (08090606) 412637.38 3722154.23 43.54580 412121.15 (08090 412590.59 3722241,12 72,63159 412206.33 (06053104) 412543.81 3722328.02 67.90459 412244.84 (08053 412497.03 3722414.91 51.06413 (08053104) 412476.15 3722577.60 49.23110 * ** AERMOD - (08053 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** * ** Future * *• Future Oilfield and Future Res /Comm Eev * ** * ** RegDFAULT * *MODELOPTs: RegDFAULT CONC ELEV ELEV FLGPOL FLGPOL * ** THE * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION SOURCE VALUES FOR SOURCE GROUP: TRUCKS_F INCLUDING SOURCE(S): WNOC INCLUDING SOURCE(S): TRUCKS F, RES3 , RES4 * ** EISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROS RAM S /M * *3 X -COORD (M) Y -COORD (M) COST (YYHRDDHH) X -COORD (M) Y -COORD (M) CONS (YYMMD - - - - - - - 412506.05 - - - - - - 3722653,39 - - - - - - 46,65839 - - - - - - - - - - - - - - (08053104) - - - - - - 412533.94 - - - - - - - 3722729.18 - - - - - - 44.54293 - - - - - - - (08053 412470.99 3722605.41 42.66412 (08053104) 412360.14 3722805.65 46.13823 (06120 412289.30 3722606.29 48,19078 (08050123) 412198,45 3722806.73 53.90529 (08121 412107.60 3722807.16 66.23172 (08053102) 412016.75 3722607.60 69.86493 (08071 411925.91 3722808.04 70.38382 (08071304) 411835.06 3722808.48 68.78175 (08081 411788.65 3722779.79 72.53927 (08010908) 411816.42 3722689.92 79.59322 (08010 411793.84 3722601,55 87,29098 (06012206) 411771,25 3722513.17 97.13155 (08090 411746.66 3722424.79 106.89443 (08031307) 411726.07 3722336.41 112.01640 (08091 411703.49 3722248.04 115,93699 (08081605) 411680.90 3722159.66 114.17034 (08022 411699.45 3721997.22 111.61745 (08121305) 411740.60 3721923.16 115.69309 (06090 411931.17 3721697.36 142,81920 (08021404) 412000.63 3721678.92 241.84756 (06021 412121.15 3721576.56 563.98625 (08021501) 412206.33 3721425.01 876.92625 (08042 412244.84 3720939.15 258.69380 (08122707) * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE 1ST HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL INCLUDING SOURCE(S): WNOC , NBOPS , PEEL RES2 , RES3 , RES4 TRUCKS2 , TRUCKS F, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** ** CONC OF ALL IN MICROG SAM S /M * *3 X -COORD (M) Y -COOK (M) CONC (YYPIMDDHH) X -COORD (M) Y -COORD (M) CONC (YYmmD - - - - - - - 412489.65 - - - - - - 3722562,17 - - - - - - 218.40328 - - - - - - - - - - - - - (06071304) - - - - - - - 412553.26 - - - - - - - 3722330.87 - - - - - - 423.39732 - - - - - - - (08053 412524.37 3722386.27 307.23637 (08071304) 412497.88 3722433.64 294.02493 (08071 412475.40 3722481,01 254,30826 (08071304) 412467.37 3722520.35 234.91009 (08071 412594.22 3722278.69 526.48052 (08053104) 412609.48 3722233.72 551.13796 (08053 412659.26 3722176.72 530,80601 (08053104) 412731.52 3722032.20 488.92622 (06090 412776,48 3721942.28 462.52503 (08102923) 412698.60 3722100.45 515,26809 (08053 413165.07 3721124.95 718.93434 (08042623) 412982.01 3721085.61 487.00186 (08010 412880.85 3720974.81 309.63678 (08071405) 412180.50 3721337.95 546.36201 (08120 412126.66 3721479.63 626,99178 (06021501) 412179.67 3721036.32 452.45667 (08021 412246.84 3720639.91 1164.06417 (08021501) 412523.33 3720798.43 472.05437 (08021 Page 89 of 94 Newport Banning Ranch Proposed Project AERMOD Model 412785.01 3720680,92 294.46611 ** CONC (08011318) 412827.47 3720655.25 272.20445 ** (06011 412629.44 (M) 3720862.62 (M) 352.01705 (08053123) 412867.53 (M) 3720847.44 (M) 331.33486 (08053 412868.83 - - 3721078.36 - - - 596.33269 - - - - (08021501) 413200.67 - - 3721146.03 - - - 702.58418 - - - (08121 412993.36 3721499.53 353.60776 (08090606) 412898.56 3721458.06 387.12257 (08053 412639.32 3721568.41 191,11934 (06120323) 412760.32 3721546.93 212.04112 (08090 412651.70 3721745.41 312.44062 (08011321) 412713.91 3721778.00 321.89692 (08030 412811.67 3721775.04 270,43334 (08042623) 412824,50 3721806.64 328.20099 (08071 412450.25 3722501.61 224.00514 (08071304) 412561.64 3722804.97 162.78833 (06032 411744.21 3722808,92 201.25841 (08012208) 411738,29 3722761.27 201.85109 (06012 411839.01 3722776.30 207.49970 (08081202) 411656.31 3722071.28 266.44815 (08053 411781.74 3721849.10 299.75355 (08012206) 411839.01 3721823.42 347.30780 (08021 411878.51 3721756.28 354.36249 (08120321) 411861.72 3721715.79 375.92384 (08021 412070.08 3721660.49 1129,67040 (06041020) 412172,22 3721496.62 1284.74562 (08091 412240.44 3721353.39 1544.39576 (08042705) 412254.01 3721277.35 2563.81085 (08071 412249.37 3721236,78 1859,59811 (08071304) 412248.99 3721170.97 1331.76843 (08022 412257.01 3721138.64 1460.26452 (08022622) 412256.69 3721096.95 1069.60447 (06022 412242.84 3721038,39 677,83280 (08051324) 412339,00 3720826.06 1252.29479 (06011 412431.17 3720812.26 511.82926 (08030919) 412610.56 3720759.26 329.89125 (08091 412697.78 3720720.09 321.88951 (08100206) 412828.13 3720724.37 315.41166 (08052 412828.78 3720793.50 342.72354 (08042623) 412867.96 3720924.41 393.69500 (08071 412668.40 3721001,39 312,45903 (06071403) 412951,79 3721095.28 542.10625 (08021 413034.75 3721112.20 703.40807 (08012606) 413117.71 3721129.11 866.90834 (08030 413159.21 3721216,73 1131,94403 (08071403) 413117,75 3721287.43 1410.17898 (08030 413076.26 3721356.13 1209.16287 (08053104) 413034.82 3721428.63 636.32076 (06071 412945.96 3721478,80 337.34680 (08090606) 412868,94 3721523.24 255.18981 (06053 412724.11 3721613.09 261.14550 (08090606) 412687.91 3721679.25 280.13102 (08090 412777,72 3721893.54 460.81809 (08030620) 412730.94 3721980.43 547.73552 (08090 412684.16 3722067.33 581.13817 (08053104) 412637.38 3722154.23 597.58462 (08053 412590.59 3722241,12 569,96569 (06053104) 412543.81 3722328.02 401.62975 (08053 412497.03 3722414.91 306.04566 (08071304) 412476.15 3722577.60 217.82274 (08071 * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm rev * ** * *MODELOPTs: RegDFAULT CONC ELEV FLGPOL * ** THE 15T HIGHEST 1 -HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL INCLUDING SOURCE(S): WNOC I NBOPS I REST REST I RES3 I RES4 TRUCKS2 , TRUCKS F, * ** DISCRETE CARTESIAN RECEPTOR POINTS * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** Page 90 of 94 ** CONC OF ALL IN MICROGRAMS /M * *3 ** X -COORD (M) Y -COORD (M) CONC (YYMMDDHH) X -COORD (M) Y -COORD (M) CONC (YriM4D - - - - - - - 412506.05 - - - - - - 3722653.39 - - - - - - 202.39604 - - - - - - - - - - (06053102) - - - - - - - - - - 412533.94 - - - - - - - 3722729.16 - - - - - - 164.97247 - - - - - - - (06053 412470.99 3722605.41 166.37721 (08053104) 412380.14 3722805.85 156.18908 (06120 412289,30 3722806.29 164,61583 (08081003) 412198,45 3722806,73 177,55985 (08053 412107.60 3722807.16 221.27070 (08053102) 412016.75 3722807.60 228.96746 (08071 411925.91 3722808.04 215.49359 (08071304) 411835.06 3722808.48 202.19079 (08081 411788.65 3722779.79 206,23751 (06012206) 411816.42 3722689.92 224.05366 (08012 411793.84 3722601.55 240.89583 (08051603) 411771.25 3722513.17 263.31111 (08091 411748.66 3722424,79 281,28373 (08101907) 411726,07 3722336.41 291.63642 (08081 411703.49 3722246.04 295.50344 (08120323) 411680.90 3722159.66 267.67665 (06022 411699.45 3721997,22 279.76697 (08010521) 411740,60 3721923.16 291.75922 (06021 411931.17 3721697.36 492.60243 (08021501) 412000.63 3721676.92 639.64965 (08021 412121.15 3721578.56 971.00368 (08042705) 412206.33 3721425.01 1372.10713 (08042 412244.84 3720939.15 775.90647 (08021501) AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** Page 90 of 94 Newport Banning Ranch Proposed Project AERMOD Model ** CORO OF ALL IN MICROG RAM S /M * *3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID WNOC 1ST HIGHEST VALUE IS 7,06430 AT ( AT ( 411931.17, 3721745.41, 3721697,36, 30,67, 1.52, 30.67, 22,86, 1.80) 1.80) DC HIGHEST 2ND HIGHEST VALUE IS 6.63119 412687.91, AT ( 411839.01, 3721823.42, 0.18, 0.18, DC 1.60) DC VALUE 3RD HIGHEST VALUE IS 6,77325 AT ( 411878.51, 30.78, 3721756.28, 30.78, 1.52, 1.80) 1.52, 4TH 1.80) DC IS 4TH HIGHEST VALUE IS 6.74537 3721778,00, AT ( 412524.37, 3722386.27, 17.69, DC 30.18, HIGHEST 1.80) DC 14.15003 5TH HIGHEST VALUE IS 6.64965 AT ( 412000.63, 31.39, 3721678.92, 1.80) 1.52, 6TH 26.21, VALUE 1.80) DC 6TH HIGHEST VALUE IS 5.62088 30.48, AT ( 412543.81, 3722328.02, DC 25.82, HIGHEST 25.82, IS 1.80) DC AT ( 7TH HIGHEST VALUE IS 5,60981 AT ( 412553.28, 1.80) 3722330,87, SIR 24,66, VALUE 28,96, 12.88838 1.80) DC 412777.72, 8TH HIGHEST VALUE IS 5.14511 31.93, AT ( 412497.03, DC 3722414.91, HIGHEST 29.09, IS 29.09, 1.80) DC 9TH HIGHEST VALUE IS 5.10870 AT ( 411861.72, 10TH 3721715,79, VALUE 1,52, 12.66594 1,52, AT ( 1.80) DC 3721942 10TH HIGHEST VALUE IS 5.08670 1.80) AT ( 411781.74, HIGHEST 3721849.10, IS 0.53, 0.53, 412684.16, 1.60) DC NBOPS 1ST HIGHEST VALUE IS 57.75169 DC AT ( 412244.84, VALUE 3720939.15, 60.91005 1.52, AT ( 16.76, 1.80) DC 31.39, 2ND HIGHEST VALUE IS 53.40627 3RD AT ( 412242.84, IS 3721038.39, 0.00, 412637.38, 17,07, 3722154.23, 1.80) DC 3RD HIGHEST VALUE IS 38.36546 HIGHEST AT ( 412256.89, 52,42321 3721096.95, AT ( 0.00, 17.07, 1.80) DC 29,57, 4TH HIGHEST VALUE IS 25,32871 VALUE AT ( 412257.01, 3721138,64, 412731.52, 0,00, 3722032.20, 11,37, 31.13, 1.80) DC 5TH HIGHEST VALUE IS 25.31082 AT ( 412179.67, 3721036.32, 1.83, 1.83, 1.80) DC 6TH HIGHEST VALUE IS 23,32079 AT ( 412246.84, 3720839.91, 1.52, 1,52, 1.80) DC 7TH HIGHEST VALUE IS 16.32747 AT ( 412246.99, 3721170.97, 0.00, 17.37, 1.60) DC 8TH HIGHEST VALUE IS 15.33042 AT ( 412339.00, 3720826.08, 2.13, 17.68, 1.80) DC 9TH HIGHEST VALUE IS 12.07231 AT ( 412249.37, 3721236.76, 0.00, 20.12, 1.80) DC 10TH HIGHEST VALUE IS 10.03032 AT ( 412254.01, 3721277.35, 0.00, 23.77, 1.80) DC REST 1ST HIGHEST VAI.OE IS 21,10720 AT ( 412698.56, 3721458,06, 26,11, 30,76, 1.80) DC 2ND HIGHEST VALUE IS 24.96864 AT ( 412945.96, 3721478.80, 26.30, 30.78, 1.80) DC 3RD HIGHEST VALUE IS 21,97843 AT ( 412993.36, 3721499.53, 24.58, 32,00, 1.80) DC 4TH HIGHEST VALUE IS 20.94119 AT ( 413034.62, 3721426.63, 30.78, 30.78, 1.60) DC 5TH HIGHEST VALUE IS 17,87026 AT ( 412868.83, 3721078.36, 28.67, 28.67, 1.80) DC 6TH HIGHEST VALUE IS 16.77240 AT ( 413076,28, 3721358.13, 31.70, 31,70, 1,80) DC 7TH HIGHEST VALUE IS 13.53975 AT ( 412868.94, 3721523.24, 30.57, 30.57, 1.80) DC SIR HIGHEST VALUE IS 10.72531 AT ( 413117.75, 3721287.43, 31.68, 31.68, 1.80) DC 9TH HIGHEST VALUE IS 9,65426 AT ( 412951.79, 3721095,26, 21,04, 21,14, 1.80) DC 10TH HIGHEST VALUE IS 8.86998 AT ( 412839.32, 3721588.41, 30.78, 30.78, 1.80) DC * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm rev * ** * *MODELOPTS: RegDFAULT CANT ELEV FLGPOL * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** ** CORO OF ALL IN MICROG RAM S /M * *3 ** NETWORK GROUP ID 'AVERAGE CONC RECEPTOR (XP, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID _ RES2 1ST HIGHEST VALUE IS 29,56239 AT ( 412651.70, 3721745.41, 30,67, 30.67, 1.80) DC 2ND HIGHEST VALUE IS 26.91788 AT ( 412687.91, 3721679.25, 30.70, 30.70, 1.80) DC 3RD HIGHEST VALUE IS 22.40851 AT ( 412724.11, 3721613.09, 30.78, 30.78, 1.80) DC 4TH HIGHEST VALUE IS 19.47824 AT ( 412713.91, 3721778,00, 31,36, 31,36, 1,80) DC 5TH HIGHEST VALUE IS 14.15003 AT ( 412730.94, 3721980.43, 31.39, 31.39, 1.80) DC 6TH HIGHEST VALUE IS 13.54530 AT ( 412760.32, 3721546.93, 30.48, 30.48, 1.80) DC 7TH HIGHEST VALUE IS 13,19796 AT ( 412684.16, 3722061,33, 30,82, 30,82, 1.80) DC SIR HIGHEST VALUE IS 12.88838 AT ( 412777.72, 3721893.54, 31.93, 31.93, 1.80) DC 9TH HIGHEST VALUE IS 12,83148 AT ( 412731.52, 3722032.20, 31,13, 31,13, 1.80) DC 10TH HIGHEST VALUE IS 12.66594 AT ( 412776.48, 3721942 28, 31.70, 31.70, 1.80) DC BES3 1ST HIGHEST VALUE IS 62.38636 AT ( 412684.16, 3722067,33, 30.82, 30.82, 1,80) DC 2ND HIGHEST VALUE IS 60.91005 AT ( 412730.94, 3721980.43, 31.39, 31.39, 1.80) DC 3RD HIGHEST VALUE IS 59.81222 AT ( 412637.38, 3722154.23, 29.92, 29.92, 1.80) DC 4TH HIGHEST VALUE IS 52,42321 AT ( 412590.59, 3722241,12, 29,57, 29,57, 1.80) DC 5TH HIGHEST VALUE IS 50.76005 AT ( 412731.52, 3722032.20, 31.13, 31.13, 1.80) DC Page 91 of 94 Newport Banning Ranch Proposed Project AERMOD Model 6TH HIGHEST VALUE IS 49.76112 14,31849 AT ( 412698.60, 412868.83, 3722100.45, 3721078,36, 30.78, 28,67, 30.78, 28.67, 1.80) DC 7TH HIGHEST VALUE IS 49,20002 IS AT ( 412609,48, AT ( 3722233,72, 29,58, 29,58, 1,80) DC 8TH HIGHEST VALUE IS 47.33531 VALUE AT ( 412659.26, 3722176,72, 412951.79, 30.18, 3721095.28, 30.18, 27.04, 1.80) DC 9TH HIGHEST VALUE IS 45.79002 HIGHEST AT ( 412777.72, 8.51147 3721893.54, AT ( 31.93, 31.93, 1.80) DC 10TH HIGHEST VALUE IS 44,02000 5TH AT ( 412776.48, IS 3721942,28, 31,70, 412945.96, 31,70, 3721478,80, 1.80) DC RES4 1ST HIGHEST VALUE IS 214,27866 AT ( 413117.75, VALUE 3721287.43, 7.49762 31.68, AT ( 31.68, 1.80) DC 2ND HIGHEST VALUE IS 104.67605 DC AT ( 413076.26, HIGHEST 3721358.13, IS 31 .70, 31 .70, 1.60) DC 3RD HIGHEST VALUE IS 66,70749 1.80) AT ( 413159.21, 8TH 3721216.73, VALUE 31.09, 6.93431 31.09, AT ( 1.80) DC 4TH HIGHEST VALUE IS 26.76144 AT ( 413034.82, 3721428.83, HIGHEST 30.78, IS 30.78, 1.80) DC 5TH HIGHEST VALUE IS 14.36395 17.07, AT ( 413034.75, DC 3721112.20, 10TH 29.17, VALUE 29.17, 6.74562 1.80) DC 6TH HIGHEST VALUE IS 11.41005 AT ( 412945.96, 1,80) 3721478.80, TRUCKS2 26.30, HIGHEST 30.78, IS 1.80) DC 7TH HIGHEST VALUE IS 11,35291 0.00, AT ( 412993.36, 3721499,53, DC 24,56, 2ND 32,00, VALUE 1.80) DC 8TH HIGHEST VALUE IS 11.20101 AT ( 412896.56, 20,12, 3721456.06, 1.80) 26.11, 30.78, HIGHEST 1.80) DC 9TH HIGHEST VALUE IS 10,11251 3721353.39, AT ( 412982.01, 3721085,61, 27,53, DC 27.53, 4TH 1.80) DC 10TH HIGHEST VALUE IS 9.26606 AT ( 412951.79, 1.83, 3721095.28, 26.21, 27.04, 1.80) 27.74, 1.60) DC * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC ELEV FLGPOL ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** ** CONC OF ALL IN MICROG RAM S /M * *3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID _ HOTEL 1ST HIGHEST VALUE IS 14,31849 AT ( 412868.83, 3721078,36, 28,67, 28.67, 1.80) DC 2ND HIGHEST VALUE IS 10.27424 AT ( 412666.40, 3721001.39, 28.04, 28.04, 1.80) DC 3RD HIGHEST VALUE IS 8.71740 AT ( 412951.79, 3721095.28, 27.04, 27.74, 1.80) DC 4TH HIGHEST VALUE IS 8.51147 AT ( 412898.56, 3721458.06, 26.11, 30.78, 1.80) DC 5TH HIGHEST VALUE IS 1,65531 AT ( 412945.96, 3721478,80, 26,30, 30,76, 1.80) DC 6TH HIGHEST VALUE IS 7.49762 AT ( 412880.85, 3720974.81, 27.14, 27.14, 1.80) DC 7TH HIGHEST VALUE IS 7.05689 AT ( 412993.36, 3721499,53, 24,58, 32,00, 1.80) DC 8TH HIGHEST VALUE IS 6.93431 AT ( 412982.01, 3721085.61, 27.53, 27.53, 1.80) DC 9TH HIGHEST VALUE IS 6.79052 AT ( 412256.89, 3721096.95, 0.00, 17.07, 1.80) DC 10TH HIGHEST VALUE IS 6.74562 AT ( 412868,94, 3721523.24, 30.57, 30.57, 1,80) DC TRUCKS2 1ST HIGHEST VALUE IS 38.15208 AT ( 412254.01, 3721277.35, 0.00, 23.77, 1.80) DC 2ND HIGHEST VALUE IS 33,67165 AT ( 412249.31, 3721236,76, 0,00, 20,12, 1.80) DC 3RD HIGHEST VALUE IS 32.77742 AT ( 412240.44, 3721353.39, 0.37, 28.04, 1.80) DC 4TH HIGHEST VALUE IS 30,67608 AT ( 412070.08, 3721660.49, 1.83, 26.21, 1.80) DC 5TH HIGHEST VALUE IS 30.43933 AT ( 412172.22, 3721496.62, 0.25, 28.65, 1.80) DC 6TH HIGHEST VALUE IS 30,03045 AT ( 412206.33, 3721425.01, 0.39, 26.65, 1.80) DC 7TH HIGHEST VALUE IS 29,33282 AT ( 412121,15, 3721578.56, 0,00, 28,04, 1,80) DC 8TH HIGHEST VALUE IS 27.10549 AT ( 412248.99, 3721170.97, 0.00, 17.37, 1.80) DC 9TH HIGHEST VALUE IS 24.11049 AT ( 412257.01, 3721138.64, 0.00, 17.37, 1.80) DC 10TH HIGHEST VALUE IS 19,59456 AT ( 412126.66, 3721479,63, 1,93, 21,13, 1.80) DC TRUCKS F 1ST HIGHEST VALUE IS 142,15517 AT ( 412254.01, 3721277,35, 0.00, 23,77, 1.80) DC 2ND HIGHEST VALUE IS 102.80673 AT ( 412240.44, 3721353.39, 0.37, 28.04, 1.80) DC 3RD HIGHEST VALUE IS 101.60007 AT ( 412249.37, 3721236.78, 0.00, 20.12, 1.80) DC 4TH HIGHEST VALUE IS 87,23323 AT ( 412206,33, 3721425.01, 0.39, 28.65, 1,80) DC 5TH HIGHEST VALUE IS 84,11481 AT ( 412172,22, 3721496.62, 0.25, 28.65, 1.80) DC 6TH HIGHEST VALUE IS 77.79172 AT ( 412248.99, 3721170.97, 0.00, 17.37, 1.80) DC 7TH HIGHEST VALUE IS 72,25835 AT ( 412257.01, 3721138,64, 0,00, 11,37, 1.80) DC STH HIGHEST VALUE IS 60.05045 AT ( 412121.15, 3721578.56, 0.00, 28.04, 1.80) DC 9TH HIGHEST VALUE IS 60,03980 AT ( 412070.08, 3721660,49, 1.83, 26.21, 1.80) DC 10TH HIGHEST VALUE IS 38.98386 AT ( 412256.89, 3721096.95, 0.00, 17.07, 1.80) DC AERMOD - VERSION 09292 *`* ` *` Newport Banning Ranch *'* * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTS: RegDFAULT CONC FLGPOL Page 92 of 94 ELEV Newport Banning Ranch Proposed Project AERMOD Model * ** THE SUMMARY OF MAXIMUM PERIOD ( 8784 HRS) RESULTS * ** ** CONC OF ALL IN MICROGRAMS /M * *3 ** NETWORK GROUP ID AVERAGE CONS RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALL 1ST HIGHEST VALUE IS 233.11371 AT ( 413117.75, 3721287.43, 31.68, 31.68, 1.80) DC 2ND HIGHEST VALUE IS 202.11668 AT ( 412254.01, 3721277.35, 0.00, 23.77, 1.60) DC 3RD HIGHEST VALUE IS 159.04232 AT ( 412249.37, 3721236.78; 0.00, 20.12; 1.80) DC 4TH HIGHEST VALUE IS 154.36672 AT ( 412240.44, 3721353.39, 0.37, 28.04, 1.80) DC 5TH HIGHEST VALUE IS 134.57502 AT ( 412248.99, 3721170.97, 0.00, 17.37, 1.80) DC 6TH HIGHEST VALUE IS 133.69479 AT ( 412206.33, 3721425.01, 0.39, 28.65, 1.80) DC 7TH HIGHEST VALUE IS 133.24780 AT ( 412257.01, 3721138.64, 0.00, 17.37, 1.80) DC 8TH HIGHEST VALUE IS 131.44635 AT ( 413076.28, 3721358.13, 31.70, 31.70, 1.80) DC 9TH HIGHEST VALUE IS 129.67213 AT ( 412172.22, 3721496.62, 0.25, 28.65, 1.80) DC 10TH HIGHEST VALUE IS 106.38441 AT ( 412256.89, 3721096.95, 0.00, 77.07, 7..60) DC * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** * ** Future Oilfield and Future Res /Comm Dev * ** * *MODELOPTs: RegDFADLT CONC ELEV FLGPOL * ** THE SUMMARY OF HIGHEST 1 -HR RESULTS * ** * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART OP = DISCPOLR * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev Page 93 of 94 ** CONC OF ALL IN MICROG RAM S /M * *3 ** DATE GROUP ID - - - - - - - - - - - - - - - - AVERAGE - - - - - CONC - - - - (YYMP[DDHH) - - - - - - - - RECEPTOR (XR, - - - - - - - - - - - YR, - - ZELEV, ZHILL, - - - - - - - ZFLAG) - - - - OF - - WNOC HIGH 1ST HIGH VALUE IS 445.13446 ON 08021501: AT ( 411931.17, 3721697.36, 1.52, 22.86, 1.80 NEOPS HIGH 1ST HIGH VALUE IS 847.66129 ON 08021501: AT ( 412246.84; 3720839.91, 1.52, 1.52, 1.80 RES1 HIGH 1ST HIGH VALUE IS 329.10409 ON 08053104: AT ( 412898.56, 3721458.06, 26.11, 30.78, 1.80 RES2 HIGH 1ST HIGH VALUE IS 168.01324 ON 08102923: AT ( 412651.70, 3721745.41, 30.67, 30.67, 1.80 KEEP HIGH 1ST HIGH VALUE IS 357.04507 ON 08053104: AT ( 412684.16, 3722067.33, 30.82, 30.82, 1.80 RE54 HIGH 1ST HIGH VALUE IS 1306.75221 ON 08102923: AT ( 413117.75; 3721287.43, 31.68, 31.68, 1.80 HOTEL HIGH 1ST HIGH VALUE IS 290.02978 ON 08071405: AT ( 412867.96, 3720924.41, 23.98, 23.98, 1.80 TRUCKS2 HIGH 1ST HIGH VALUE IS 571.92360 ON 08071304: AT ( 412254.01, 3721277.35, 0.00, 23.77, 1.80 TRUCKS F HIGH 1ST HIGH VALUE IS 1674.45586 ON 08071304: AT ( 412254.01, 3721277.35, 0.00, 23.77, 1.80 ALL HIGH 1ST HIGH VALUE IS 2563.81085 ON 08071304: AT ( 412254.01. 3721277.35, 0.00. 23.77, 1.80 * ** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART OP = DISCPOLR * ** AERMOD - VERSION 09292 * ** * ** Newport Banning Ranch * ** Future Oilfield and Future Res /Comm Dev Page 93 of 94 Newport Banning Ranch Proposed Project AERMOD Model — MODELOPTS: RegDFAOLT CONC FLGPOL Message Summary : AERMOD Model Execution - - - - -- Summary of Total Messages - - - - - -- A Total of 0 Fatal Error Message(S) A Total of 0 Warning Message(s) A Total of 2985 Informational Message(s) A Total of 8784 Hours were Processed A Total of 2920 Calm Hours Identified A Total of 65 Missing Hours Identified ( 0.74 Percent) FATAL ERROR MESSAGES * ** NONE * ** * * * * * ** WARNING MESSAGES * * * * * * ** * ** NONE * ** * ** AERMOD Finishes Successfully * ** +++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Page 94 of 94 ELEV Attachment C Tier 1 Risk Assessment = MeBanning Ranch ealth Risk Assessment I otal Project incremental Impact Baseline _ D - - ASI 100 Meter Qyr Qhr Qyr Qhr Cyr Qhr Qyr Qhr Qyr Qhr Cancer/ Chronic Acute (Ibs /yr) (Ibs /hr) Qbs /yr) (Ibs /hr) (Ibs /yr) (Ibs /hr) (Ibs /yr) Qbs /hr) (Ibs /yr) (Ibs /hr) (Ibs /yr) Qbs /hr) 1,1,1- Vichtorcethan - - - - 1,353.9235 0.9276006 1,353.9235 0.927601 1,353.9235 0.927601 0.01 0.005 1,3- butadiene 0.5633 0.002453 0.3463 0.001256 61.7922 0.0260172 62.1385 0.027273 61.5752 0.024819 41.33 - 2- ethaxyethancl {cellosolve){egea} 15.4440 0.0105810 15.4440 0.010581 15.4440 0.010581 0.00 0.009 2ethoxyethyl acetate (cellosolve acetate) acetaldehyde acrolein(2- propenal) - 18.0180 0.0123445 18.0180 0.012345 18.0180 0.012345 0.00 0.029 0.2468 0.094807 0.1518 0.048504 33.3564 0.0199389 33.5081 0.068443 33.2613 (0.028365) 0.37 - 0.1383 0.000001 0.0850 0.000001 14.7814 0.0061062 14.8664 0.006107 14.7282 0.006106 0.95 11.996 ammonia 427.6800 0.146466 427.6800 0.146466 - - 427.6800 0.146466 - - - - ARSENIC 0.0346 0.0001474 0.0064 0.000030 0.0289 0.0000099 0.0353 0.000040 0.0007 (0.000108) 0.04 (0.201) benzene 74.0657 0.050258 73.0259 0.037651 311.6494 0.1411486 384.6753 0.178799 310.6096 0.128541 34.82 0.032 Bromine 0.0456 0.000183 0.0121 0.000036 - 0.0121 0.000038 (0.0335) (0.000145) - - CADMIUM 0.0300 0,000146 0.0055 0.000032 0.006660 0.0000024 0.0122 0000034 (0.0178) (0.000112) (0.30) - CHLORINE 2.5121 0.008332 0.9754 0.001693 20.4379 0.0067730 21.4133 0.008466 18.9011 0.000133 0.37 0.000 chbrobenzene - - - - 10.2960 0.0070540 10.2960 0.007054 10.2960 0.007054 0.00 - chlmapicrin CHROMIUM VI COPPER 41.1840 0.0282160 41.1840 0.028216 41.1840 0.028216 0.40 0.364 0.0062 0.000024 00017 0.000005 0.025039 0.0000084 0.0267 0.000013 0.0205 (0.000011) 11.73 0.3685 0.001539 0.0718 0.000309 0.4661 0.0001585 0.5379 0.000468 0.1694 (0.001071) - (0.004) dich1womethane(m4ylene chlmide) 131.8380 0.0899544 131.8380 0089954 131.8380 0.089954 0.52 0.002 diesel particulate matter 232.7182 84.5562 4.9338 89.4899 (143.2283) (103.04) ethyl chloride - - - - 8.4840 0.0057722 8.4840 0.005772 8.4840 0.005772 0.00 - ethylbenzene 1.0979 0.003940 0.6750 0.002016 133.9684 0.0600038 134.6434 0.062020 133.5455 0.058080 0.00 - ethylene glycol 449.7975 0.3081318 449.7975 0.308132 449.7975 0.308132 0.00 ethylene axide - 56.6280 0.0387970 56.6280 0.038797 56.6280 0.038797 19.66 - formaklehyde 9.9900 0.192551 9.3199 0.099891 247.6431 0.1373911 256.9630 0.237282 246.9729 0.044731 5.81 0.178 isomers of xylene 5.0235 0.013455 3.0887 0.006887 615.1855 0.4214761 618.2742 0.428363 613.2507 0.414908 0.00 0.007 Isopropyl alochd - - - - 751.6075 0.5149416 751.6075 0.514942 751.6075 0.514942 0.00 0.060 LEAD 0.2999 0.001277 0.0555 0.000258 0.2753 0.0000948 0.3308 0.000353 0.0309 (0.000924) 0.01 - MANGANESE 2.1149 0.008856 0.3950 0.001774 1.9135 0.0006565 2.3086 0.002431 0.1936 (O.GD6426)1 0.00 MERCURY 0.0323 0.000151 0.0060 0.000032 0.0200 0.0000069 0.0260 0.000039 (0.0063) (0.000112) (0.00) (0.023) methyl ethyl ketone (may) (2- butanone ) 0.0195 0.019044 0.009743 347.5594 0.2384387 347.5594 0248182 347.5399 0.229138 - 0.007 methyl t -butyl ether(mtbe) 1.9879 0.000013 1.2223 200.6892 0.0800833 201.9115 0.060083 199.9236 0.080070 0.40 m�xylene 3.7279 0.007902 2.2921 0.004045 479.5102 0.2207023 481.8024 0.224748 478.0745 0.216845 0.00 0.004 n- hexane 1.6223 0.002035 0.9975 0.001042 381.7615 0.2149091 382.7590 0.215951 381.1367 0.213916 0.00 - NICKEL 0.0894 0.000367 0.0202 0.000075 0.1642 0.0000547 0.1644 0.000129 0.0950 (0.000238) 0.10 (0.015) o resol (2.methyl- benzeiwl ) - - 7.7220 0.0052905 7.7220 0.005291 7.7220 0.005291 0.00 - o-xylene 1.2956 0.004328 0.7966 0.002215 203209fi 0.1018258 204MB1 0.104041 202.7106 0.099713 0.00 0.002 PAHs, total, with components not reported 0.0310 0.000011 0.0310 0,000011 - 0.0310 0.000011 - - - - µdichlorohenzene 465.8937 0.3191933 4658937 0.319193 465.8937 0.319193 20.89 - perchlorcethylene 136.4220 0.0934655 136.4220 0.093466 136.4220 0.093466 3.21 0.002 pherol(carbolic add) 2.5740 0.0017635 2.5740 0.001764 2.5740 0.001764 0.00 0.000 propylene 3.2036 0.033505 1.9697 0.017144 354.3478 0.1507960 356.3175 0.167940 3531140 0.134434 0.00 - Mpylene glycol methyl ether il- methoxy- 2- propanol 43.7580 0.0299795 43.7580 0.029980 43.7580 0.029980 0.00 p- xylene 0.001225 0.000627 514.8000 0.3527581 514.8000 0.353385 514.8000 0.352160 0.00 0.006 SELENIUM 0.0069 0.000034 0.0013 0.000008 0.004440 0.0000015 0.0057 0.000009 (0.0012) (0.000025) (0.00) - Sulfates 167476 0.063973 6.3810 0.013986 - 6.3610 0.013986 (10.3666) (0.049987) - (0.156) styrene 0.1290 0.000749 0.0793 0.000383 15.7522 0.0070956 15.8316 0.007479 15.7025 0.006730 0.00 0.000 toluene 6.0220 0.019032 3.7027 0.009741 1,542.7919 0.8857914 1;546.4945 0.895532 1,540.4725 0.876500 0.02 0.009 VANADIUM 0.1776 0.000759 0.0329 0.000154 0.15762 0.0000543 0.1905 0.000208 0.0129 (0.000551) - - I ASIJ 37.31 1 12.31 SCAOMID Thresholdl 1 1 Exceed? l yes I yes Page 1 of 2 Newport Banning Ranch Tier 1 Health Risk Assessment Future Oilfield Impact on New Receptors -710 • • • •� • - - • - ASI 100 Meter Qyr Qhr Cancer/ Chronic Acute (Ibs /yr) (Ibs /hr) PSIP PSIP 1,1,1 - trichloroethane - - 1,3- butadiene 0.35 0.0012556 2.32E -01 2 -ethoxyethanol(cellosolve)(egee) - - 2- ethoxyethyl acetate (cellosolve acetate} - - acetaldehyde 0.15 0.0485037 1.70E -03 - acrolein (2- propenal) 0.09 0.0000006 5.48E -03 1.10E -03 ammonia 427.68 0.1464658 8.27E -03 1.71E -02 ARSENIC 0.006 0.0000298 4.13E -01 5.57E -02 benzene 73.03 0.0376506 8.19E +00 9.51E -03 Bromine 0.01 0.0000379 CADMIUM 0.006 0.0000319 9.33E -02 CHLORINE 0.98 0.0016929 1.89E -02 3.01E -03 chlorobenzene - - chloropicrin - - CHROMIUM VI 0.0017 0.0000050 9.51E -01 COPPER 0.07 0.0003094 1.15E -03 dichloromethane (methylene chloride) - - diesel particulate matter 84.56 - 6.08E +01 ethyl chloride - - ethylbenzene 0.68 0.0020163 1.31E -06 ethylene glycol - - ethylene oxide - - formaldehyde 9.32 0.0998905 2.19E -01 3.96E -01 isomers of xylene 3.09 0.0068871 1.71E -05 1.17E -04 isopropyl alcohol - - LEAD 0.06 0.0002582 1.09E -02 MANGANESE 0.40 0.0017740 7.64E -03 MERCURY 0.006 0.0000322 2.59E -03 6.67E -03 methyl ethyl ketone (mek) (2- butanone) - 0.0097428 2.80E -04 methyl t -butyl ether (mtbe) 1.22 - 2.46E -03 m- xylene 2.29 0.0040454 1.27E -05 6.87E -05 n- hexane 1.00 0.0010422 5.51E -07 NICKEL 0.02 0.0000747 2.06E -02 4.64E -03 o- cresol (2- methyl - benzenol) - - o- xylene 0.80 0.0022150 4.40E -06 3.76E -05 PAHs, total, with components _not reported 0.03 0.0000106 4.03E +00 p- dichlorobenzene - - perchloroethylene - - phenol (carbolic acid) - - propylene 1.97 0.0171436 2.54E -06 propylene glycol methyl ether (1- methoxy- 2- propanol) - - p- xylene - 0.0006266 1.06E -05 SELENIUM 0.0013 0.0000075 2.48E -07 Sulfates 6.38 0.0139856 4.36E -02 styrene 0.08 0.0003831 3.41E -07 6.82E -06 toluene 3.70 0.0097408 4.78E -05 9.83E -05 VANADIUM 0.03 0.0001537 ASI 75.04 0.54 SCAQMD Th�eshald 1 1 Exceed? yes no Page 2 of 2 Attachment D Tier 4 Risk Assessment with HARP = Newport Banning Ranch HARP Output Page 1 of 3 Cancer Risk - 70 Yrs Chronic Non- Cancer Risk Acute Risk Baseline Proposed Project Incremental Impact Baseline Proposed Project Incremental Impact Baseline Proposed Project Incremental Impact REC TOTAL TOTAL TOTAL MAX MAX MAX MAX MAX MAX 1 7.3E -06 2.82E -06 - 4.46E -06 0.02 0.01 - 6.50E -03 0.03 0.05 0.02 2 8.9E -06 5.71E -06 - 3.21E -06 0.03 0.04 1.37E -02 0.03 0.08 0.05 3 8.4E -06 4.64E -06 - 3.71E -06 0.02 0.03 1.10E -03 0.03 0.07 0.04 4 9.1E -06 3.60E -06 - 5.49E -06 0.03 0.02 - 5.40E -03 0.03 0.06 0.04 5 8.8E -06 3.19E -06 - 5.62E -06 0.03 0.02 - 7.80E -03 0.03 0.06 0.03 6 8.2E -06 2.99E -06 - 5.24E -06 0.02 0.02 - 8.10E -03 0.03 0.05 0.03 7 9.2E -06 7.59E -06 - 1.58E -06 0.03 0.06 3.61E -02 0.03 0.09 0.06 8 9.6E -06 8.66E -06 - 9.50E -07 0.03 0.07 4.67E -02 0.03 0.10 0.07 9 8.8E -06 8.72E -06 - 1.00E -07 0.02 0.08 5.37E -02 0.03 0.09 0.05 10 8.3E -06 9.63E -06 1.35E -06 0.02 0.09 6.91E -02 0.03 0.09 0.06 11 7.1E -06 8.80E -06 1.75E -06 0.02 0.09 6.65E -02 0.03 0.09 0.06 12 8.6E -06 9.34E -06 7.20E -07 0.02 0.09 6.34E -02 0.03 0.09 0.06 13 3.6E -07 8.08E -07 4.46E -07 0.00 0.01 6.92E -03 0.02 0.05 0.04 14 5.3E -07 1.49E -06 9.56E -07 0.00 0.01 1.34E -02 0.02 0.07 0.05 15 5.5E -07 1.10E -06 5.48E -07 0.00 0.01 9.35E -03 0.02 0.06 0.04 16 1.8E -06 2.67E -06 8.90E -07 0.00 0.02 1.86E -02 0.04 0.07 0.03 17 2E -06 3.00E -06 1.03E -06 0.01 0.02 1.98E -02 0.03 0.08 0.04 18 1.6E -06 1.69E -06 9.00E -08 0.00 0.01 8.09E -03 0.06 0.07 0.01 19 1.3E -06 1.18E -06 - 8.00E -08 0.00 0.01 4.70E -03 0.12 0.09 0.02 20 4.6E -07 8.21E -07 3.61E -07 0.00 0.01 6.37E -03 0.04 0.07 0.02 21 1.8E -07 3.02E -07 1.18E -07 0.00 0.00 2.10E -03 0.02 0.04 0.02 22 1.7E -07 2.62E -07 9.50E -08 0.00 0.00 1.76E -03 0.02 0.04 0.02 23 3.5E -07 6.64E -07 3.10E -07 0.00 0.01 5.31E -03 0.02 0.06 0.04 24 2.9E -07 5.60E -07 2.67E -07 0.00 0.01 4.39E -03 0.02 0.06 0.03 25 8.4E -07 3.17E -06 2.33E -06 0.00 0.03 2.99E -02 0.02 0.08 0.06 26 3.5E -07 8.02E -07 4.48E -07 0.00 0.01 6.88E -03 0.02 0.05 0.04 27 1.2E -06 3.77E -06 2.56E -06 0.00 0.04 3.47E -02 0.02 0.08 0.06 28 1.5E -06 4.51E -06 3.06E -06 0.00 0.05 4.18E -02 0.03 0.10 0.07 29 2.3E -06 3.84E -06 1.57E -06 0.01 0.04 3.25E -02 0.03 0.08 0.05 30 3E -06 5.67E -06 2.72E -06 0.01 0.06 4.96E -02 0.03 0.09 0.06 31 8.3E -06 1.04E -05 2.08E -06 0.02 0.10 7.96E -02 0.03 0.11 0.08 32 5.6E -06 7.65E -06 2.01E -06 0.02 0.08 6.07E -02 0.02 0.10 0.08 33 3.4E -06 4.86E -06 1.46E -06 0.01 0.05 3.89E -02 0.03 0.09 0.06 34 3.5E -06 4.96E -06 1.48E -06 0.01 0.05 3.95E -02 0.03 0.09 0.06 351 9.1E -06 3.00E -06 -6.14E-061 0.03 0.02 - 1.13E -02 0.03 0.06 0.03 36 5.7E -06 2.07E -06 - 3.66E -06 0.02 0.01 5.40E -03 0.02 0.04 0.01 37 2.8E -06 8.34E -07 - 1.93E -06 0.01 0.00 - 3.10E -03 0.01 0.03 0.01 38 2.8E -06 8.64E -07 - 1.98E -06 0.01 0.00 - 3.20E -03 0.01 0.03 0.01 39 4.6E -06 9.17E -07 - 3.70E -06 0.01 0.00 - 8.72E -03 0.02 0.03 0.01 40 2.9E -06 2.06E -06 - 8.50E -07 0.01 0.01 - 3.10E -04 0.02 0.04 0.02 41 2.5E -06 2.69E -06 1.70E -07 0.01 0.01 3.39E -03 0.02 0.06 0.04 42 2.9E -06 3.44E -06 5.50E -07 0.01 0.01 3.87E -03 0.02 0.07 0.05 43 2.5E -06 3.56E -06 1.02E -06 0.01 0.01 6.33E -03 0.02 1 0.09 0.06 44 2E -06 2.89E -06 8.50E -07 0.01 0.01 6.54E -03 0.02 0.09 0.07 45 2.8E -06 4.93E -06 2.13E -06 0.01 0.04 3.34E -02 0.03 0.08 0.05 46 2.5E -06 4.18E -06 1.67E -06 0.01 0.05 4.64E -02 0.04 0.09 0.05 47 2.4E -06 4.17E -06 1.78E -06 0.01 0.06 5.39E -02 0.05 0.09 0.04 48 2.4E -06 4.44E -06 2.06E -06 0.01 0.07 6.77E -02 0.05 0.10 0.04 49 2.2E -06 3.92E -06 1.69E -06 0.01 0.06 5.06E -02 0.06 0.09 0.03 50 2.1E -06 3.45E -06 1.33E -06 0.00 0.04 4.02E -02 0.07 0.09 0.02 51 2.2E -06 3.39E -06 1.15E -06 0.00 0.04 3.78E -02 0.09 0.10 0.01 52 2.5E -06 3.12E -06 6.70E -07 0.00 0.03 2.41E -02 0.10 0.10 0.00 53 2.7E -06 2.57E -06 - 1.50E -07 0.00 0.01 1.04E-021 0.10 0.09 0.00 541 9.2E -07 1.06E -06 1.41 E -07 0.00 0.01 5.78E -03 0.1 1 0.10 0.01 551 5.2E -07 8.67E -07 3.52E -07 0.00 1 0.01 1 6.42E-031 0.06 0.08 0.02 Page 1 of 3 Newport Banning Ranch HARP Output Chronic Non- Cancer Risk Baseline Cancer Risk - 70 Yrs Incremental Impact Baseline Proposed Project Incremental Impact REC TOTAL TOTAL TOTAL 56 3.4E -07 6.30E -07 2.87E -07 57 2.3E -07 4.16E -07 1.88E -07 58 2E -07 3.42E -07 1.44E -07 59 2.5E -07 4.64E -07 2.17E -07 60 4.5E -07 8.48E -07 3.98E -07 61 6.6E -07 1.46E -06 7.96E -07 62 6.1E -07 1.95E -06 1.34E -06 63 4.9E -07 1.35E -06 8.63E -07 64 4.1E -07 9.85E -07 5.78E -07 65 4.8E -07 1.81E -06 1.33E -06 66 6.2E -07 3.97E -06 3.35E -06 67 7.8E -07 3.63E -06 2.85E -06 68 9.7E -07 3.47E -06 2.50E -06 69 1.3E -06 4.18E -06 2.86E -06 70 1.8E -06 3.43E -06 1.60E -06 71 4.1E -06 7.99E -06 3.94E -06 72 5.7E -06 9.26E -06 3.53E -06 73 7E -06 8.99E -06 1.95E -06 74 9.1E -06 1.09E -05 1.83E -06 75 9.9E -06 1.09E -05 9.90E -07 76 1E -05 1.02E -05 0.00E +00 77 1E -05 8.95E -06 - 1.25E -06 78 9.4E -06 5.68E -06 - 3.73E -06 79 9.6E -06 3.80E -06 - 5.82E -06 80 7.6E -06 2.84E -06 - 4.78E -06 81 7.1E -06 2.45E -06 - 4.67E -06 82 6.7E -06 2.16E -06 - 4.49E -06 83 8E -06 2.06E -06 - 5.96E -06 84 8.7E -06 1.86E -06 - 6.88E -06 85 8.8E -06 1.64E -06 - 7.18E -06 86 9.6E -06 1.42E -06 - 8.15E -06 87 9.6E -06 1.22E -06 - 8.34E -06 88 8.9E -06 1.07E -06 - 7.78E -06 89 7.2E -06 9.51E -07 - 6.25E -06 90 4E -06 8.76E -07 - 3.12E -06 91 3.5E -06 8.86E -07 - 2.57E -06 92 5E -06 1.03E -06 - 3.93E -06 93 5E -06 1.17E -06 - 3.84E -06 94 4.9E -06 1.34E -06 - 3.60E -06 95 4.8E -06 1.54E -06 - 3.25E -06 96 4.6E -06 1.75E -06 - 2.80E -06 97 4.2E -06 1.95E -06 - 2.27E -06 98 3.7E -06 2.08E -06 - 1.65E -06 99 3E -06 2.32E -06 - 6.40E -07 100 2.8E -06 2.55E -06 - 2.30E -07 101 2.3E -06 3.88E -06 1.61E-06 102 2.5E -06 4.35E -06 1.89E -06 103 2.6E -06 4.20E -06 1.60E -06 Newport Banning Ranch HARP Output Chronic Non- Cancer Risk Baseline Proposed Project Incremental Impact MAX MAX MAX 0.00 0.01 4.93E -03 0.00 0.00 3.11 E -03 0.00 0.00 2.46E -03 0.00 0.00 3.56E -03 0.00 0.01 6.98E -03 0.00 0.01 1.28E -02 0.00 0.02 1.78E -02 0.00 0.01 1.21E-02 0.00 0.01 8.62E -03 0.00 0.02 1.70E -02 0.00 0.04 3.89E -02 0.00 0.04 3.49E -02 0.00 0.03 3.26E -02 0.00 0.04 3.87E -02 0.00 0.03 2.97E -02 0.01 0.08 7.01 E -02 0.02 0.09 7.77E -02 0.02 0.09 6.84E -02 0.03 0.11 7.95E -02 0.03 0.10 7.49E -02 0.03 0.09 6.20E -02 0.03 0.08 4.57E -02 0.03 0.04 1.13E -02 0.03 0.02 - 6.20E -03 0.02 0.01 - 7.80E -03 0.02 0.01 - 7.70E -03 0.02 0.01 - 7.30E -03 0.02 0.01 - 1.40E -02 0.02 0.01 - 1.72E -02 0.02 0.01 - 1.81E -02 0.03 0.01 - 2.15E -02 0.03 0.01 - 2.25E -02 0.03 0.01 -2.11 E -02 0.02 0.00 - 1.68E -02 0.01 0.00 - 6.58E -03 0.01 0.00 - 4.90E -03 0.01 0.01 - 9.26E -03 0.01 0.01 - 8.86E -03 0.01 0.01 - 8.04E -03 0.01 0.01 - 7.05E -03 0.01 0.01 - 5.89E -03 0.01 0.01 - 4.58E -03 0.01 0.01 -2.91 E -03 0.01 0.01 2.90E -04 0.01 0.01 1.74E -03 0.01 0.02 9.35E -03 0.01 0.02 1.48E -02 0.01 1 0.04 1 3.50E -02 Page 2 of 3 Acute Risk Baseline Proposed Project I Incremental I Impact MAX MAX MAX 0.04 0.06 0.02 0.03 0.05 0.02 0.02 0.05 0.02 0.02 0.05 0.03 0.02 0.07 0.05 0.02 0.07 0.05 0.02 0.07 0.05 0.02 0.06 1 0.05 0.02 0.06 1 0.04 0.02 0.06 0.05 0.02 0.07 0.06 0.02 0.08 0.06 0.02 0.08 0.06 0.03 0.09 0.06 0.02 0.08 0.06 0.03 0.09 0.06 0.03 0.10 0.08 0.03 0.09 0.06 0.03 0.09 0.07 0.03 0.10 0.07 0.04 0.10 0.06 0.03 0.10 0.07 0.03 0.08 0.06 0.03 0.07 0.04 0.03 0.05 0.02 0.03 0.04 0.02 0.02 0.04 0.01 0.03 0.04 0.01 0.03 1 0.04 0.01 0.03 1 0.04 1 0.01 0.03 0.03 0.00 0.03 0.03 0.00 0.02 0.03 0.01 0.02 0.03 0.01 0.02 0.03 0.01 0.02 0.03 0.01 0.02 0.03 0.01 0.02 0.03 0.01 0.02 1 0.03 0.01 0.02 0.03 0.02 0.02 0.04 0.02 0.02 0.04 0.02 0.02 0.04 0.02 0.02 0.05 0.02 0.02 0.05 0.03 0.027 0.112 0.09 0.03 0.08 0.05 0.03 0.08 1 0.05 Impact of Future Oilfield on Residential /Commercial /Recreational Re ce tors Project Incremental Cancer Risk - 70 Yrs Chronic Non- Cancer Risk Acute Risk REC TOTAL MAX MAX 1 2E -07 0.00 0.02 2 4E -07 0.00 0.02 3 3E -07 0.00 0.02 4 4E -07 0.00 0.02 5 2E -07 0.00 0.01 61 2E -07 0.00 0.01 7 1 E -07 0.00 0.01 8 2E -07 0.00 0.01 9 2E -07 0.00 0.01 10 1 E -06 0.01 0.03 11 8E -07 0.00 0.02 12 5E -07 0.00 0.02 13 1 E -06 0.01 0.02 14 9E -07 0.01 0.02 151 7E -07 0.00 0.02 16 5E -07 0.00 0.02 17 4E -07 0.00 0.02 18 2E -07 0.00 0.01 19 2E -07 0.00 0.01 20 1 E -06 0.01 0.02 21 8E -07 0.01 0.02 22 6E -07 0.00 0.02 23 6E -07 0.00 0.02 241 1 E -06 0.01 0.02 25 9E -07 0.00 0.02 26 7E -07 0.00 0.02 27 6E -07 0.00 0.02 28 2E -06 0.01 0.03 29 1 E -06 0.00 0.03 30 9E -07 0.00 0.02 31 7E -07 0.00 0.02 32 1 E -06 0.00 0.02 331 1 E -06 0.00 0.02 34 1 E -06 0.00 0.03 35 3E -06 0.00 0.03 36 2E -06 0.00 0.02 37 7E -07 0.00 0.02 38 5E -07 0.00 0.02 39 2E-07 0.00 0.01 40 2E-0'71 0.00 0.01 41 2E -07 0.00 0.01 Newport Banning Ranch HARP Output Impact of Future Oilfield on Residential /Commercial /Recreational Rece tors Project Incremental Cancer Risk - 70 Yrs Chronic Non - Cancer Risk Acute Risk REC TOTAL MAX MAX 1 1 E -06 0.01 0.05 2 5E -07 0.01 0.03 3 6E -08 0.00 0.02 4 2E -07 0.00 0.03 5 2E -07 0.00 0.03 61 3E -07 0.01 0.03 7 3E -07 0.01 0.03 8 7E -07 0.01 0.05 9 4E -07 0.00 0.03 10 3E -07 0.01 0.03 11 3E -07 0.01 0.02 Proposed Project Incremental Impact on Existing Receptors Impact of Future Oilfield on Residential /Commercial Receptors Impact of Future Oilfield on Recreational Receptors Page 3 of 3 Attachment E Census Data and Cancer Burden Calculation = Newport Banning Ranch Incremental Cancer Burden SCREEN3 Results DPM Unit Risk Factor DPM Emissions Rate DPM Emissions flux Consolidated Oilfield Size Equivalent Square Dimension 3.00E -04 per(ug /m3) 85 Ibs /year 1.22E -03 grams /sec 1.50E -08 grams /(sec'm2) 20 acres 81,480 square meters 4074 m2 /acre 285.45 metersperside Page 1 of 5 1 -Hour Conc. U10M USTK PLUME HT MAXDIR Distance (m) (ug/m3) Stability (m/s) (m /s) MIXHT(m) (m) (deg) 500 0.1329 5 1 1 10000 5 45 600 0.1089 5 1 1 10000 5 45 700 9.19E -02 5 1 1 10000 5 45 800 7.92E -02 5 1 1 10000 5 45 900 6.92E -02 5 1 1 10000 5 45 1000 6.13E -02 5 1 1 10000 5 45 1100 5.48E -02 5 1 1 10000 5 45 1200 4.94E -02 5 1 1 10000 5 45 1300 4.49E -02 5 1 1 10000 5 44 1400 4.10E -02 5 1 1 10000 5 43 1500 3.77E -02 5 1 1 10000 5 44 1600 3.48E -02 5 1 1 10000 5 45 1700 3.23E -02 5 1 1 10000 5 45 1800 3.01E-02 5 1 1 10000 5 44 1900 2.82E -02 5 1 1 10000 5 42 2000 2.64E -02 5 1 1 10000 5 44 Annual Cancer Conc. Risk Distance (m) (ug /m) (per 106) 500 1.06E-02 3.19E -06 600 8.71E -03 2.61E -06 700 7.35E -03 2.21E -06 Use 1.25 mil radius to be extremely 800 6.33E -03 1.90E -06 conservative. 900 5.54E -03 1.66E -06 1000 4.90E -03 1.47E -06 1100 4.38E -03 1.31E -06 1200 3.95E -03 1.19E -06 1300 3.59E -03 1.08E -06 1400 3.28E -03 9.84E -07 Approx. 1400 meters to the 1 x 10 Risk value. 1500 3.01E -03 9.04E -07 1400 m2 = 4593.176 k 1600 2.79E -03 8.36E -07 = 0.86992 mi 1700 2.58E -03 7.75&07 1800 2.41E -03 7.22E -07 1900 2.25E -03 6.76E -07 2000 2.11E -03 6.34E -07 Page 1 of 5 Newport Banning Ranch Incremental Cancer Burden SCREEN3 Results 10:32:26 * ** SCREEN3 MODEL RUN * ** * ** VERSION DATED 96043 * ** Newport Banning Ranch - DPM Concentrations SIMPLE TERRAIN INPUTS: SOURCE TYPE = AREA EMISSION RATE(G /(5- M * *2)) _ .150000E -07 SOURCE HEIGHT (M) = 5.0000 LENGTH OF LARGER SIDE (M) = 285.4500 LENGTH OF SMALLER SIDE (M) = 285.4500 RECEPTOR HEIGHT (M) = 1.8000 URBAN /RURAL OPTION = URBAN THE REGULATORY (DEFAULT) MIXING HEIGHT OPTION WAS SELECTED. THE REGULATORY (DEFAULT) ANEMOMETER HEIGHT OF 10.0 METERS WAS ENTERED. MODEL ESTIMATES DIRECTION TO MAX CONCENTRATION BUOY. FLUX= .000 M * *4/S * *3; MOM. FLUX= .000 M* *4/S * *2 * ** FULL METEOROLOGY * ** * ** SCREEN AUTOMATED DISTANCES * ** + ++ +«a ++++ ++++ + ++ +wear + +++ +++++ ++a ** *TERRAIN HEIGHT OF 0. M ABOVE STACK BASE USED FOR FOLLOWING DISTANCES * ** DIST CONC U10M USTK MIXHT PLUME MAXDIR (M) (UG /M * *3) STAB (M /5) (M /S) (M) HT(M) (DEG) 500. .1329 5 1.0 1.0 10000.0 5.00 45. 600. .1089 5 1.0 1.0 10000.0 5.00 45. 700. .9189E -01 5 1.0 1.010000.0 5.00 45. 800. .7915E -01 5 1.0 1.010000.0 5.00 45. 900. .6923E -01 5 1.0 1.010000.0 5.00 45. 1000. .6128E -01 5 1.0 1.010000.0 5.00 45. 1100. .5479E -01 5 1.0 1.010000.0 5.00 45. 1200. .4940E -01 5 1.0 1.010000.0 5.00 45. 1300. .4486E -01 5 1.0 1.010000.0 5.00 44. 1400. .4100E -01 5 1.0 1.010000.0 5.00 43. 1500. .3768E -01 5 1.0 1.010000.0 5.00 44. 1600. .3482E -01 5 1.0 1.010000.0 5.00 45. 1700. .3230E -01 5 1.0 1.010000.0 5.00 45. 1800. .3010E -01 5 1.0 1.010000.0 5.00 44. 1900. .2815E -01 5 1.0 1.010000.0 5.00 42. 2000. .2641E -01 5 1.0 1.010000.0 5.00 44. MAXIMUM 1 -HR CONCENTRATION ATOR BEYOND 500. M: 500. .1329 5 1.0 1.010000.0 5.00 45. «« r« rr** *r ** +** * * *rr * * * * * * * ** + * * * *r * *rr * ** SUMMARY OF SCREEN MODEL RESULTS * ** CALCULATION MAXCONC DISTTO TERRAIN PROCEDURE (UG /M * *3) MAXIM) HT(M) SIMPLETERRAIN .1329 500. 0. *'REMEMBER TO INCLUDE BACKGROUND CONCENTRATIONS " x +r«+ +rrrrrr«rrxr r + +»rrrrrr *rrrrr rx + *rrrrrxrrrrrrr� Page 2 of 5 Newport Banning Ranch Census tracts within 1.25 mile radius TOTAL 86,246 41,834 4,152 11,198 6,939 8,387 7,417 3,741 Page 3 of 5 44,412 13,890 21,351 6,391 2,021 623 136 Population in Population in Population in Population in Population in Population in Population in Population in Population in Population in Population In Population in Population in occupied occupied occupied occupied occupied occupied Population in occupied occupied occupied occupied pocupied occupied Population in occupied housing units: housing units: housing units: housing units: housing units: housing units: occupied housing units: housing units: housing units: housing units: housing units: housing units: occupied housing units: Total Total Total Total Total Total housing units: Total Total Total Total Total Total housing units: Total population in population in population in population in population in population in Total population in population in population in population in population in population in Total population in occupied occupied occupied occupied occupied cups occupied population in occupied occupied occupied occupied occupied occupied Census population in occupied housing units; housing units; housing units; housing units; housing units; housing units; occupied housing units; housing units; housing units; housing units; housing units; housing units; within occupied housing units; Owner Owner Owner Owner Owner Owner housing units; Renter Renter Renter Renter Renter Renter 1 mile 1 mile radius housing units Owner occupietl; occupied; occupied; occupied; occupied; occupied; Renter occupied; occupied; occupied; occupied; occupied; occupied; of Newport occupied Moved in Moved in Moved in Moved in Moved in Moved in occupied Moved in Moved in Moved in Moved in Moved in Moved in Banning 1999 to 1995 to 1998 1990 to 1994 1980 to 1989 1970 to 1979 196li or 1 to 1995 to 1998 1990 to 1994 1980 to 1989 1870 to 1979 1969 or Ranch March 2000 earlier March 2000 eydier 629 1,611 1,481 157 496 102 201 338 187 330 117 101 78 7 13 14 633.01 2,934 619 33 143 115 233 37 58 2,315 914 1,033 126 159 83 633.02 4,054 2,321 135 603 587 420 250 326 1,733 545 653 451 72 12 634 4,954 3,825 332 1,088 687 764 542 412 1,129 466 442 101 68 31 21 635 6,157 1,952 192 598 222 509 174 257 4,205 1,746 2,033 322 94 10 636.01 3,643 2,390 102 779 335 527 439 208 1,253 359 520 230 56 30 58 636.03 5,693 2,666 509 759 457 510 318 113 3,027 1,158 1,357 343 160 9 636.04 3,983 834 119 183 225 130 171 6 3,149 1,076 1,312 475 247 39 636.05 5,503 461 147 126 119 39 30 5,042 1,040 3,137 651 161 40 13 637.01 6,455 694 19 357 25 89 204 5,761 1,329 2,893 1,251 140 148 637.02 5,418 862 187 214 85 173 78 125 4,556 1,297 2,554 484 213 8 638.03 4,607 3,083 366 1,152 457 495 357 256 1,524 544 624 278 78 638.08 6,371 1,530 129 579 193 470 75 84 4,841 1,157 2,574 735 312 47 16 992.17 2,460 2,047 168 384 278 440 454 323 413 197 157 26 27 6 992.20 5,421 3,596 357 1,159 694 670 563 153 1,825 841 670 264 50 992.37 3,518 2,651 160 632 488 530 627 214 867 132 376 199 35 125 992.38 4,099 3,837 286 731 647 822 1,273 78 262 15 147 62 25 13 992.39 4,013 3,591 267 640 800 721 696 467 422 14 219 151 38 992.40 5,152 3,394 487 575 542 564 986 240 1,758 943 549 164 79 23 TOTAL 86,246 41,834 4,152 11,198 6,939 8,387 7,417 3,741 Page 3 of 5 44,412 13,890 21,351 6,391 2,021 623 136 Newport Bannina Ranch Census tracts within 1.25 mile radius U.S. Census Bureau Approximate 7 miles 6 in Source: U.S. Census Bureau. hAp: //factFlnder. census .gov /home /saff /main.hhnl ?_laM =en Page 4 of 5 100% Residency Times - Newport Beach 95th Percentile = 28 Years 90% 90th Percentile = 23 Years 80% 70% Ul 60% GJ 50% v L CL 40% 30% 20% 10% 0% 0 Mean = 8.2 Years (72nd percentile) 50th Percentile = 3.4 Years 5 10 15 20 25 30 35 40 Residency Time (years) Page 5 of 5 45 50 55 60 65 CalEEMod Version: CalEEMod.2011.1.1 Newport Banning Ranch buildout 060911 Orange County, Winter plus Summer Summaries 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric City Park 28 Acre Hotel ................................................... ............................... 75 Room Condo/Townhouse ................................................... ............................... 222 Dwelling Unit Condo/Townhouse High Rise ................................................... ............................... 730 Dwelling Unit Single Family Housing ......... ............................423 Dwelling Unit Regional Shopping Center 75 1000sgft 1.2 Other Project Characteristics Urbanization Urban Wind Speed (ni Utility Company Southern California Edison Climate Zone Precipitation Freq (Days) 2.2 Date: 6/21/2011 1 of 55 1.3 User Entered Comments 30 Project Characteristics - All operational, most const; arch coating and paving run separately. Land Use - Lot acreages and population from project description and Section 4.7 Construction Phase - All phases from project plan. Paving and arch coating calculated separately. Off -road Equipment - Build 1 - 1 Crane, 3 forklift, 1 generator, 2 welder, 2 trac /loader /backhoe Off -road Equipment - Build 2 - 1 Crane, 3 forklift, 1 generator, 2 welder, 2 trac /loader /backhoe Off -road Equipment - Build 3 - 1 Crane, 3 forklift, 1 generator, 2 welder, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Grading 2- 2 Excavator, 1 grader, 1 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Gradinq 3- 2 Excavator, 1 qrader, 2 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Grading 1- 2 Excavator, 1 grader, 1 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Rem 1- 1 Excavator, 1 grader, 2 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Rem 2- 1 Excavator, 1 grader, 2 dozer, 1 scraper, 2 trac/loader /backhoe Off -road Equipment - Equipment from project plan; Rem 3- 1 Excavator, 1 grader, 1 dozer, 1 scraper, 2 trac /loader /backhoe Trips and VMT - Worker /vendor trips calculated from CalEEMod Appx A factors Grading - Export and acreage of disturbance from project description Vehicle Trips - Weekday trip rates from traffic analysis. Sat and Sun rates from default ratios. Soccer field and tennis court trips included in City Park Res H/W trip and Non res C -C entries per SCAQMD. Woodstoves - No wood stoves or wood fireplaces. Gas FP in all SF and 90% of condo /townhouse. 2 of 55 Energy Use - Water And Wastewater - Water use from project WSA in EIR Section 4.15; res grouping may vary but all H2O included. Solid Waste - Solid waste generation rates from project study; substantially higher than defaults. Landfill gas data for Bowerman landfill from OCWaste. Land Use Change - Data per bin resources analysis Construction Off -road Equipment Mitigation - Engine mitigation - Roughly 50% Tier 3 and 50% Tier 4 Dust mitigation - per Rule 403 Mobile Land Use Mitigation - 1,375 du /150 acres - conservative inclusion of 50 acres local parks 206 du below market rate Area Mitigation - Energy Mitigation - Water Mitigation - Mobile Commute Mitigation - 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Note 1: Construction only. Summaries shown for winter and summer. Differences in construction emissions between winter and summer are negligible. Details shown for winter only. Note 2: Construction paving and architectrual coating emissions calculated separately for each phase and added to values below for total emissions 3 of 55 Unmitigated Construction - Winter 4 of 55 ROG NO. CO 502 Fugitive Exhaust PM10Tolal Fugitive Exhaust PMi Bio -CO2 NBio -CO2 TolaICO2 CH4 N2O CO2e I PM10 PM10 PM2.5 PM25 I Total I Year lb/day Ibltlay 2014 1968 157.01 93.09 0.18 46.31 7.38 55.68 9.97 7.38 1L35 18,791.96: 0.00 1]5 0.00 18,82873 2015 .................. 23.91 i....................................... ' 1]5.52 119.71 i.................. i..... 0.24 ............ � 50.10 .................. 8.5] i.................. a. 50.6] ................ ..:...................:.......8 10.05 0.57 6 .....a � 10.fi2 ���� ���������� .......... ................................ i 24,32].52 i a.................. 0.00 2.13 i................. 0.00 24,3]2.1] 2016 .................. 20.03 i. ............................... ' 142.04 ........ i 10546 �....................... 0.21 29......... g 29.34 .............. ....g..................i....... 6.96 36.30 ............:............ 6.72 .......:..................a.... 6.96 13 69 .......... ....a ................................. 21 876.04 i a 0.00 ...... ............ 179 i................. 0.00 21,913.57 2017 ........................... 25.19 ... .....:. 163.07 ........... ............................... 148.33 0.32 . ............................... 35.96 8.02 43.98 7.00 8,02 15.02 ................... _ ..................................... 31,635.93 i 0.00 ............................... 2.23 0.00 31.682.74 2018 ....................................... .....12.97 79.1] ............................... [ 82.16 0.19 ............_ 13.16 ...... ............e.................. 3.81 16.96 ......3.......... 3.41 p .......... ........:..................... 3.77 7.19 _ .......... _ ....: ....................................... :18,183.24 0.00 ............................... 1.14 0.00 18,207.12 2019 .................. 17.68 i. ......................................................... 100.36 122.78 0.29 !.... 20.03 462 ................._..... 24.85 ............................... 3.51 �................. 4]6 8.27 ............_..................!.................. 2],971]0 0.00 1.55 !................. 0.00 28,004.22 2020 ....................................... .......... 10.43 51.21 ........................._..... 82.45 0.21 1349 2.52 16.01 .....0 ...........:...................:.. 0.20 2.46 ................_.............. 2.66 _ ................................ 19,361.25; 0.00 .................. 0.89 _................. 0.00 19,380.01 2021 .................. 4.90 i................... 23.57 e................... e 40.31 i.................. a.................. 0.11 e...... 6.87 ............ 1.12 o .................. v.................. 7.99 0.10 e........... ........i.................e.... 109 1.19 .......... .... a..9,73 ..........:...... a 9,]39.3] i ............ ?.................. 0.00 0.42 ?.....0.00.... 0.00 9,748.12 2022 .................. 4.63 i................... 21]3 i................... 39.16 i.... ...... ........ a............... 0.11 ... e..... 6.87 ............................. 0.99 i.................. 7.87 0.10 e...... .............i................. 0.96 1.07 e.... 9. 67 .........:.................a. .......... a 9,679.37 a 0.00 ..... .... 0.39 r.............. ... 0.00 9,68]56 2023 ............................i................... .......... 4.38 E 20.09 E 38.14 i............ ......e..................c..... E 0.11 6.87 ............. 0.88 e.............. ....o......0...........i....... 7.76 0.10 ... ........e 0.86 .................e.... 0.96 .......... ....e.............: i 9,623.98 . i 0.00 0.37 0.00 9,637.69 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4 of 55 Unmitigated Construction - Summer 5 Of 55 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio-CO2 NBia -0O2 TotalCO2 CH4 N20 CO2e I PM10 PM10 PM2 .5 PM2.5 I Total I Year lb/day lb/day 2014 1966 156.79 93.07 0.18 48.31 7.37 55.68 9.97 7.37 1735 18,822.30: 0.00 1]5 0.00 18,859.07 2015 .................. i.......................................................... 23.82 ' 1]5.18 119.82 0.24 ...... .............................. 50.10 8.5] i.... ..............i................ 58.fi7 . . 10.05 c ....... ......._o-....18.........c.... 8.57 18.fi2 .......... �����...................................... :24,445.05 0.00 2.13 0.00 24,489.76 2016 ........ j .......... 19.95 ............................... 141.80 ............................... i 105.60 i 0.22 .............. i.................. 29.3a 6.96 p.................. 36.30 ............:.......... ....... 6.72 .......q..................s.... fi.96 13 fib .......... .... . ......... ......................... � 21;987.50 0.00 .................. 1.79 0.00 22,025.08 2017 ................................................ 24.91 162.35 ............................... 148.84 0.32 - 35.96 8.02 - - 43.97 7.00 _ 1......8.02.....' 8.02 1��.0�������' 15.02 �� ...................................... ................... _ ; 32,040.26 i 0.00 _ ............................... 2.24 _ 0.00 32,087.24 2018 .... .... i 12.]0 I ................................ 78.72 ......i......6..........!...... 0.19 I 13.16 3.80 ....................................... 16.96 1 3.41 3.77 ..................... 7.18 .................. . 1 95 18,485.88 .............. 0.00 .................. 1.14 ..... 0.00 18,509.91 2019 ..........................:.......... 17.28 99.58 ............................... a 123.40 i 0.30 ..0.......... . 20.03 `................... ............ ...... 4.81 ..... .............�...................................... 24.84 3.51 4.75 8.27 28.565.82 0.00 1.56 0.00 28,598.64 .................................... 50.55 ..........:,.................. 82.93 0.22 _ 13.49 .................. 2.51 .................. _.................. 16.00 . 0.20 i .................. �.................. 2 45 2.65 .......... _ .. ... �... .... ; ... 9 U.23.... 19,934.23 ..................... 0.00 _ ............................... 0.91 _ 0.00 19,953.24 2021 .................4 4.72 ................... 23.28 i................... a 40.52 i .................. 0.11 a.................. e...... fi.87 ............ 1.11 a.....7........... e 7.99 .................. 0.10 i........... ........i.................e.... 109 1.19 .......... i 10,027.63: 0.00 0.42 0.00 10,036]2 .................. i................... 21.48 i................... 39.34 i .................. 0.11 a...... ........... e fi.87 .................. 0.99 a............... ...e..................i........ 7.86 0.10 ......... .i 0.96 .................e.... 1.O6 .......... ....e ................... e......0.00.....e..... a 9,9fi4.24 a 0.00 0.40 0.00 9,972.57 2023 ........i .......... 4.20 ....................................... 19.88 E 38.29 i............ ......e..................e..... E 0.11 6.87 ............. 0.88 e.............. ....o......0..........:i....... 7.75 0.10 ... ........e 0.85 .................e.... 0.95 .......... ....e.............: i 9,905.60 . i 0.00 0.37 0.00 9,913.45 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 5 Of 55 Mitigated Construction - Winter 6 of 55 ROG Nos CO SO2 Fugitive Exhaust Fugitive Exhaust PM2.5 Bio-0O2 Ntho-COI ToWICOI CH4 N20 CO2e PM10 I PM10 IPM10-rotal PM2S PM2.5 I Twat I I Year lbiday lumay 2014 8,32 i 41.68 i 93,44 i 0 18 i 36,93 i 2,67 39.60 3,91 267 6,58 i 18,791.96 0,00 1.75 0,00 18,828,73 2011 . ..... 7F .... .... 9F '6 .... UZ76 ...... E. gw S.66 ..... ..... zii 5 ...... y 5 ...... ...... 59 ? F ..........Y ... .... >.................0.... 666 YTS ' "' 24 372 7 2016 ................... 57� ................... 114J7 i .......... ..... . .. .. .. ..... .. 011 21M .................. 3.78 .................. 4 25.59 ................... 2.69 ...... .. .. .. .. 378 .... ............. 6. &47 .................b....1,876...4 21,876.04 .................. 4 .................. ...... O.OG 1.79 ..... . 000 21 91357 2017 .................. i 16,32 ................... 82A9 ................... 161J9 i .................. 032 .. .. .. .. .. ... 2&42 .................. 5.34 .... ..... .. .... 4 33,76 ................... 2.96 ...... .. .. ..... 4 534 ........ 8. '56 T ............... ................... 31,635.93 .................. .................. ................. 0,00 223 0,00 31 682 74 2111 .... -i 9H ................... 43.67 ................... 90,23 i .......... ....... .. .. .. .. .. ... 0.19 9,33 ...... ........... 2.80 .... .. .. .. .... 4 12,14 ................... 1.39 ...... ........... 2,77 .......... ....... .................. 4.16 ...... ............ 18,183.24 ..... ....... ... ........... .... ...... O.GG 1.14 .. .. . 0.00 18207.12 2111 .... TF ................... 6771 ................... 134A2 i .................. .. .. .. .. .. .. 0.29 16.21 .................. 4.33 .... .. .. ....... 4 20,54 ................... 1.49 .................. z 427 ...... ............... . .. . ..... : ........... .70 ....... .. ............... ...... 0.00 1.55 .. .. .. . 0,00 28004,22 2020 .................. 47.88 ....................................... 87,34 0,21 .................. . : 13,49 ..................&..... 3,05 .....,.......3......0.......... 16,54 ...................... .20 299 ... Yi'g 7 . . ...................................... 19,361.25 0,00 .................. 0 89 . ............. .... 0.00 19380,01 2021 4.96 i ................... 23.64 ................... i 42.94 .................. i 0.11 ................... . 687 .................. 1.52 .................. ....................................... 8,39 0.10 1,49 ......... 1 ........................ ....................... 9,739.37 i .. .... 0.00 ... .. .. ..... .......... 042 .. .. .. . 0,00 9,748 12 2022 .................. 2123 ....................................... 41,88 0.11 .................. . 6,87 .................. 1.51 .................. 838 ...................:.............. 0.10 .....:.................. 1.48 >...... 1.58 . ...................................... 9,679.37 0,00 .................. 0.39 . ............. 0,00 968].56 Ti5..... ..... 2-2 8-9 ......i............ .........................5..... :: 40 92 . :: 0 1 T .. 6,8­7 .. .... :: 1,75-0, :: ..... .. 8 37T ....... 0.10 ... ,, ........ ..... 1-4-7 ..... :: ........ 175-7, ...... :: ................... T 9",'6-2"3'9"8 i .... .. 0.00 0" 3-7, .. ... : . ...... 0-0-6 963169 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 6 of 55 Mitigated Construction - Summer 4.78 23.35 a 43.15 0.11 6.87 1.52 8.39 0.10 1.49 1.59 i 10,027.83 a 0.00 0.42 0.00 3.0 Construction Detail 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment Water Exposed Area 7 of 55 3.2 Remediation 1 - 2014 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.Mi CO2 CH4 N20 CO2e to PM10 PM2.5 PM25 I Total I Category Iblday lb/day Iblday Hauling Fugitive Dust 3.44 2.14 0.01 i 29.10 i 0.13 12.42 0.00 12.42 6.62 0,00 6.62 0.02 591.88 vendor 0.00 Off -Road .................. i...................t................... 10.34 83.57 i 47.07 i...... ............ e.................. {.................. i 0.09 3.85 5 ...... ............ e................... 3.85 0.00 t................... 3.85 i... ...............6.... 3.85 .......... .......... ......... ....d..................i... ....e ..................e.... .... i 9,508.88 i 0.93 9.52832 Total 10.34 83.57 47.07 0.09 12.42 3.85 16.27 6.62 3.85 10.47 3.55 9,508.88 0.93 9,528.32 Unmitigated Construction Off -Site 8 of 55 ROG NO. CO 502 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TolalCO2 CH4 N20 CO2e PM10 PM10 PM2.5 PMZ.5 I Total I I Category Iblday lb/day Hauling 0.33 3.44 2.14 0.01 i 29.10 i 0.13 29.24 0.02 0,13 0.15 i 591.53 i 0.02 591.88 vendor ..................i.........0 o.00 0..... p...................i.................. 0.00 e .................. d.................. 000 0.00 0.00 6 .................. g.................. o.00 o.o0 p.................. d................. 6.00 0.00 e.... ................. ....,................_,.... .... .......... ......... ......... 0.0o O.00 0.00 worker ................................ 0.11 ...... 0.11 ....................................... 1.05 a...... ....... ..... a..... ............ a ..................;........................... 0.00 0.28 0.01 0.29 0.01 ........a................. 0.01 0.02 >.... ....a... .......... .......... ......... i 200.85 i 0.01 20106 Total 0.44 3.55 3.19 0.01 29.38 0.14 29.53 0.03 0.14 0.17 792.36 0.03 792.94 8 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e CO2e PM10 PM10 PM10 PM25 PM2.5 I Total I Total I Category Category Ibltlay lb/day Ib tlay Fugitive Dust Ib tlay Hauling 0.33 4.84 0.00 4.84 2.58 0,00 2.58 0.02 0.13 0,00 6H -Road ..................i.............. 4.04 ..... 19.33 p................... i 45.78 i...... ............ e.................. ; ...... ....... ..... i 0.09 1.28 >...... ............ e................... 1.28 p................... 0.00 t..................d.. 1,28 ............... >.... .... >................. N... .... d.................. >.. .......... .......... ......... 1.28 i 9,508.88 i 0.93 9,528.32 Total 6.06 19.33 45.78 0.09 4.84 1.28 8.12 2.58 1.28 3.88 9,508.88 0.93 9,528.32 Mitigated Construction Off -Site 9 of 55 ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 TotsICO2 CH4 N20 CO2e PM10 PM10 PM25 PM2.5 I Total I Category lb/day Ib tlay Hauling 0.33 344 2.14 0.01 29.10 0.13 29.24 0.02 0.13 0.15 591.53 E 0.02 591.88 Vendor .................. j................... 0.00 0.00 p................... 0.00 i..................{............. ..... {.................. 0.00 0.00 0.00 5 ...... ............e.................. 0.00 0.00 i ................... 0,00 i i.................. i.................. 0.00 e......................... i 0.00 ............e......6.66.....e.. 0.00 i 0.00 Worker .................. j................... 0.11 0.11 p................... 1A5 i.................. q.... ..............e................ .. 100 0.28 0.01 g .................. a...................i.......... 029 0.01 ........0.................i.... 0.01 0.02 .......... ....e.... ........r... i 20083 i .......... ......... ....a ..................e.... .... 0.01 20108 Total 0.M 3.55 3.19 0.01 29.38 0.14 29.53 0.03 0.14 0.17 792.36 0.03 792.94 9 of 55 3.3 Grading Phase I -2014 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM70 PM2.5 PM25 I Total I I Category Iblday lb/day Iblday Hauling Fugitive Dust 0.00 0.00 E 0.00 0.00 0.00 6.23 0.00 6.23 3.31 0,00 3.31 0.00 E 0.00 vendor 0.00 Off -Road .................. i................... 8.80 i 69.]8 t................... i 41.77 i.................. e..................{.....5.......... i 0.08 3.37 g.................. e............ 3.37 .......t......,............i... 3.3] ...............6.... 3.37 ....d..................i... ....a ..................e.... .... .......... .......... ......... i 8,289.89 i 0]9 8,30641 Total 8.80 89.78 41.77 0.08 6.23 3.37 9.60 3.31 3.37 6.68 0.11 8,289.89 0.79 8,306.41 Unmitigated Construction Off -Site 10 of 55 ROG NOx CO 502 Fugitive I Exhaust JPM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 I PM10 PM2.5 PM2.5 Total I I Category Iblday lb/day Hauling 0.00 0.00 0.00 E 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 E 0.00 vendor ..................i.........0 o.00 0..... p...................i.................. 0.00 a .................. e................ .. 000 0.00 0.00 6 .................. g.................. o.o0 p.................. 0.00 d................. 6.00 0.00 .......... ......... ......... e.... ....e...... ................. ....,................_,.... .... 0.00 0.00 0,00 worker .........................................................:............ 0.11 0.11 1.05 ......a..................a..... ............ a.....O...........; ............................ 0.00 0.28 0.01 0.29 0.01 ........a................. 0.01 0.02 >.... ....a... .......... .......... ......... i 200.85 i 0.01 20106 Total 0.11 0.11 1.05 0.00 0.28 0.01 0.29 0.01 0.01 0.02 200.83 0.01 201.06 10 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Twat I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 2,43 0,00 243 1.29 000 1.29 0,00 0,00 000 OH -Road 3.74 ...... .e iY6 0.00 ? ................. ? ...... ................... ...... 6' 6 ...... .. ........... ........ .........? u6 .... 8.306.41 Total 3.74 18.69 43.42 0.88 2.43 1.24 3.67 1.29 1.24 r 2.53 8,289.89 a-,- 8,306.41 Mitigated Construction Off-Site 11 Of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 0,00 0,00 000 0,00 000 0.00 000 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? yzy ..... ? 6w ..... ...... 6.66 ...... 6.66 ...... 3.6� ...... ...... .......... 00 ............... .................. . ...... . ..... . ................... 0.00 a, 57i ....... .................. 0.11 ....................................... 1.05 .................. ................ .. FLO 0,28 001 029 -7� 001 001 02 .......... 200.83 0 01 20108 Total 0.11 0.11 1.05 0.00 0.28 0.01 0,29 0.01 0 01 0.02 200.83 r"7 0.01 211.01m 11 Of 55 3.3 Grading Phase I - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM10 I PM2.5 PM2.5 PM2.5 I Total I I I Category Ibltlay bray lb/day Hauling oclay 0.00 Fugitive Dust 0.00 0.00 0.00 000 0.00 6.23 000 623 3.31 0.00 131 0.00 Vendor .................. e...................<...................i............ o.00 0.00 01 Road ..................i...................i...................i.................. 8.27 63.99 i 40.50 e 0.08 .................. a................ .. 3.06 e ................. <.... 3.06 ........... ....e.................. � 3.06 .................e.... 3.06 .. . .... ....a.......... ..... .......... .......... ......... i 8,28989 8,30540 Total 8.27 63.99 40.50 0.08 6.23 3.06 9.29 3.31 3.06 r 6.37 0.97 8,289.89 0.74 8,305.40 Unmitigated Construction Off -Site 12 of 55 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. e...................<...................i............ o.00 0.00 0.00 ......a..................a..... ............e o.00 O.00 o.oa .................. a.................. o.00 o.o0 e................. a................. 6.ao o.oa a.... ..- P ..................,... ....<..................e.... .... .......... .......... ......... a.ao o.00 a.ao Worker ..................I...................E...................i............ 0.10 0.10 0.97 ......;..................a..... ............ 0.00 0.28 0.01 a......0........... g 0.29 ........................... 0.01 ..........;......0.02 0.01 ..... 0.02 >.... .......... .......... ......... i 196.36 0.01 196.57 Total 0.10 0.10 0.97 0.00 0.2B 0.01 0.29 0.01 0.01 0.02 196.36 0.01 196.57 12 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Twat I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,43 0,00 243 1.29 000 1.29 0,00 000 000 OH -Road 3.74 ...... .e iY6 Z ...... . ? ................. ? . ..... 56i ig ...... .. ? ig ................... ...... FM ? yzy ..... ? 6w ..... .. ........... ........ .........? 6w .... 8.305.40 Total 3.74 18.69 43.42 0.88 2.43 1.24 3.67 1.29 1.24 r 2.53 8,289.89 11.14 8,305.40 Mitigated Construction Off-Site 13 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 0,00 0,00 000 0,00 000 0.00 000 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? yzy ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... .................. ...... 6.66 ? 6.66 ...... .................. .................. ..... 6.66 ..... ? ................. 0.00 ....... Worker 5T6 ...... ......................................................... 0.10 0.97 .................. .................. 100 0,28 0,01 . .................. 029 ...................................... 0,01 . 0,01 .................. .................. 0.02 ................... i 196.36 .................. .................. .............. 0L1 19657 Total 0.10 0.10 0.97 0.00 0.28 0.01 0.29 0.01 0.01 0.02 196.3r r O�01 196.57m J" 13 of 55 3.4 Remediation 2 - 2014 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I Category Iblday lb/day Iblday Hauling Fugitive Dust 2.27 1.41 0.00 i 29.10 i 0.09 12.29 0.00 12.29 6.62 0,00 6.62 0.01 E 39005 vendor 0.00 Off -Road ....... ............................... 10.34 83.57 t....... ............................... i 47.07 e.................. {...... ............5.................. i 0.09 3.85 e................... 3.85 0.00 .................... 3.85 .... ...............6.... 3.85 .......... .......... ......... ....d..................i... ....e ..................e.... .... i 9,508.88 i 0.93 9.52832 Total 10.34 83.57 47.07 0.09 12.29 3.85 16.14 6.62 3.85 10.47 2.38 9,508.88 0.93 9,528.32 Unmitigated Construction Off -Site 14 of 55 ROG NOx CO 502 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TolalCO2 CH4 N20 CO2e PM10 PM10 PM2.5 PMZ.5 I Total I I Category Iblday lb/day Hauling 0.22 2.27 1.41 0.00 i 29.10 i 0.09 29.18 0.01 0,09 0.10 i 389.82 i 0.01 E 39005 vendor .........................0.0 o.00 0...............0 0.....i............ ......d .................. d..... ............6 100 0.00 li.00 .................. g.................. o.00 O.00 p.................. d................. 6.00 0.00 e.... ....e...... .......... ......... ......... ................. ....,..................,.... .... 0.00 0.00 0,00 worker ................................................................................. 0.11 0.11 1.05 ..............a................ a ..................;........................... 0.00 0.28 0.01 0.29 0.01 ........a................. 0.01 0.02 >.... ....a..............., .......... .......... ......... i 200.83 i 0.01 20106 Total 0.33 2.38 2.46 0.00 29.38 0.10 29.47 0.02 0.10 0.12 590.65 0.02 591.11 14 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e CO2e PM10 PM10 PM10 PM25 PM2.5 I Total I Total Category Category Ibltlay lb/day Ib tlay Fugitive Dust Ib tlay Hauling 0.22 4.79 0.00 4.79 2.58 0,00 2.58 0.01 0.09 0,00 OH -Road .................. i................... 4.04 19.33 p................... i 45.78 i.................. e..................;..................>.................. i 0.09 1.28 e.......... 1.28 .........t..................d.. 1,28 .......... .......... ......... ............... >.... .... >.................8... .... d.................. >.. 1.28 i 9,508.88 i 0.93 � � 9,528.32 Total 4.04 19.33 45.78 0.89 4.79 1.28 6.07 2.58 1.28 3.88 9,588.88 9.93 9,528.32 Mitigated Construction Off -Site 15 of 55 ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 TotsICO2 CH4 N20 CO2e PM10 PM10 PM25 PM2.5 I Total I Category lb/day Ib tlay Hauling 0.22 2.27 141 0.00 29.10 0.09 29.18 0.01 0.09 0.10 389.82 i 0.01 390.05 Vendor ..................i................... 0.00 0.00 p................... 0.00 i..................{............. ..... {.................. 0.00 0.00 0.00 5 ...... ............e................ 0.00 0.00 i ................... 0,00 i i.................. i.................. 0.00 b................... i 0.00 i i........ .........e..................e.. i 0.00 i 0.00 Worker .................. j................... 0.11 0.11 p................... 1.05 .. i.................. q.... ..............e................ 000 0.28 0.01 g .................. a...................i.......... 029 001 ..........................i.... 0.01 0.02 .......... ....b.... ........r... i 20083 i r .......... ......... ....a ..................e.... .... 0.01 20108 Total 0.33 2.38 2.46 0.00 29.38 0.10 29.47 0.02 0.10 0.12 590.65 0.02 591.11 15 of 55 3.4 Remediation 2 - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category bray lb/day oclay Fugitive Dust 0.20 2.00 1.28 0.00 1229 000 1229 6.62 0.00 6.62 391.57 0.01 0.00 Off -ROatl ..................i...................i...................i.................. 9.]] ]].20 i 45.14 e.... 0.09 ..............a................ .. 3.52 e .................e.... 3.52 ........... ....e.................. .� 3.52 r .................e.... 3.52 ....a............. . .. . .... .......... .......... ......... i 9,508.88 i 0.8] 9,52].1] Total 9.77 77.20 45.14 0.09 12.29 3.52 15.81 6.62 3.52 r 10.14 Total 9,508.88 0.87 2.25 Unmitigated Construction Off -Site 16 of 55 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day ' Hauling 0.20 2.00 1.28 0.00 29.10 0.07 29.17 0.01 0,07 0.09 391.57 0.01 391.7] Vendor .................. e...................i................... o.00 0.00 o.00 i .................. a.................. a..... ............e o.00 O.00 o.oa .................. a.................. 0.00 0.0o e................. a................. g.BO o.oa ..- P ..................,... ....<..................e.... .... a.... .......... .......... ......... 0.00 o.00 0.00 Worker ........76.....l 0.10 ...................E................... 0.10 0.97 ;................ ..;........ ..........a..... ............ 0.00 0.28 0.01 a......0........... g 0.29 ............................. 0.01 ........;................. 0.01 0.02 >.... .......... .......... ......... i 196.36 0.01 196.57 Total 0.30 2.10 2.25 0.00 29.38 0.08 29.46 0.02 0.08 0.11 587.93 0.02 588.34 16 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 NBi.-0O2 CH4 N20 CO2e CO2. p I IPM10Total I PM2 I Twat I I Total I I Category Category lbiday lb/day o"'ay Fugitive Dust 1010ay Hauling 0.20 4,79 0,00 4Y9 2,58 000 2,58 0,01 007 000 w Road 0 01 391.77 Vendor - ------ 6-66 ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 9427.1 Total 4.04 19.33 45.78 IN 4.79 1.28 6.07 2.58 1.28 3M 9,08.w 0.87 1 9,527.1 Mitigated Construction Off-Site 17 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 0.20 2,00 1,28 0,00 2910 0,07 29.17 0,01 007 0,09 391.57 0 01 391.77 Vendor - ------ 6-66 ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 6. 6 ...... .6 6. 6 ...... 6 ...... 6.66 .................. 6.66 ...... .................. ..... 6.66 ..... .................. 0.00 ....... Worker 5T6 ...... ......................................................... 0.10 0.97 .................. .................. 100 0,28 001 . .................. 029 ...................................... 0,01 . 001 .................. 0.02 .................. ................... i 196.36 .................. .................. .............. 0L1 19657 Total 0.30 2.10 2.25 0.00 29.38 0.08 29.46 0.02 0.08 0.11 587.93 r OM 588.34 17 of 55 3.5 Building Construction Phase I - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 1,13io -0O2 TolaICO2 CH4 I N20 CO2e Category Ib /day PM10 I PM2.5 Iblday Total OH -Road 4.51 i 28.32 i 22.50 i 0.04 1.75 1.75 175 1.75 i 3,686.46 i 041 Wday 3,895.08 Total 4.57 28.32 22.58 0.04 1.75 1.75 1.75 1.75 3,886.46 0.41 0.00 000 3,895.08 Unmitigated Construction Off -Site 18 of 55 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category Wday Iblday Hauling 000 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.30 i................... 3.19 r................... 2 .32 i.................. v 0.01 .................. e.................. 0.22 0.10. 6 ....... ...........4................... 0.32 0.02 r.................. v.................. 0.10 0.12 >...... ............ e ................... :.................. v..... .............a.............. ... 647.14 0.01 64]45 worker .................. 0.61 i. .................. 0.62 ................... i.................. i 0.01 .. i .................. i................ 1.70 ' 0.05 i................. :..................�........... 1.76 O.Ofi ...... a 0.05 .................c.... 0.12 .......... .....a..................:.... .......... ������������ 1,2108fi � ��� ������ ......... 0.06 1,212.17 Total 0.91 3.81 8.28 0.02 1.92 0.15 2.08 0.08 0.15 0.24 1,858.00 0.07 1,859.62 18 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive to Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 o day Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.46 i 041 Ib /day 3,895.08 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.46 0.41 0.00 3,895.08 Mitigated Construction Off -Site 19 of 55 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ib /day 1 lb/day Hauling 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.30 3.19 i...................i.................. 2.32 .. d ................. .e................ 001 0.22 0.10 6 .................. v................. 0.32 0 0.02 r.................. v......0........... 0.10 0:12 b...... i 847.14 i 0.01 64745 Worker ..................i................... 0.61 0.62 e. .................. i 5.96 i.................. a.................. a.................. p.p1 1]0 a 0.05 c .................. v................... i i]6 0.08 e.................. v...... 0.05 i 0.12 a ............ ......a.................:...... i i 1,210.86 i �������� .................. p p6 ��������� � 1,212.17 Total 0.91 3.81 8.28 0.02 1.92 0.15 2.08 0.08 0.15 0.24 1,858.00 0.07 1,859.62 19 of 55 3.5 Building Construction Phase I - 2016 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROO NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bid. CO2 I NBio -0O2 I Total CO2 CH4 I N20 CO2e Category PM10 Ib ray PM2.5 PM2.5 Iblday 1 OH -Road 4.18 25.86 22.35 0.04 1.55 1.55 1.55 1.55 886 46 a 0.3] 3,89433 Total 4.18 25.86 22.35 0.04 1.55 1.55 1.55 1.55 3,886.46 0.3] 3,894.33 Unmitigated Construction Off -Site 20 Of 55 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 1rotel= CH4 N20 CO2. PM10 PM10 PM2.5 PM2.5 Total I 1 I Category lb/day Ib ay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 6.60 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.28 2.92 e................... 216 i.................. 0.01 4 .................. 4.................. 0.22 0.09 i .................. i................... 0.31 0.02 e.................. e.................. 0.09 0.11 e...... a 648.17 a 0.01 64846 ENEENNI Worker .................. i.......................................................... 0.58 i 0.57 i 5.49 0.01 ................... _ ..... .............c................. i 1.70 0.05 _ �......0.06......e...... i 1.76 i 0.06 .............:................. i 0,05 i 0.12 ��. _ .................. _ i 1,177.20 �'.�� � .......... _ �����0,06 ����� _ ......... � 1,178.41 Total 0.86 3.49 7.65 0.02 1.92 0.14 2.07 0.08 0.14 0.23 1,825.37 0.07 1,826.87 20 Of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive to Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 o day Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.46 i 0.3] Ib /day 3,894.33 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.46 0.3] 0.00 3,894.33 Mitigated Construction Off -Site 21 of 55 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ib /day 1 lb/day Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i. 0.28 .................. 2.92 i.................. 5 2.16 .................. d.................. d.................. p01 0.22 0.09 6 .................. d......0........... 0.31 0.02 r.................. v......0........... 0.09 0:11 b...... i 848.1] i p.p1 64848 Worker ..................i................... 0.58 0.5] e .................. u.................. 549 a.................. a .................. 0.01 1.70 0.05 c................. v.................. 1.76 0.08 e................. v...... 0.05 ...........a.... 0.12 .......... .......... ......... ....a ...............:.... 1,1]].20: .....0 ��fi ����� � 1,178.41 Total 0.86 3.49 7.65 0.02 1.92 0.14 2.07 0.08 0.14 0.23 1,8273] 0.07 1,826.87 21 of 55 3.5 Building Construction Phase I - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO I 802 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 1,13io -0O2 TolaICO2 CH4 I N20 CO2e Category Ib/day PM10 I PM2.5 Iblday Total OH -Road 3.82 i 23.58 i 22.15 i 0.04 E 1.36 1.36 1.36 1.36 i 3.886.46 i 0.34 Wday 3,893.62 Total 3.82 23.58 22.15 0.04 1.36 1.36 1.36 1.36 3,886.46 0.34 0.00 000 3,893.62 Unmitigated Construction Off -Site 22 of 55 ROG NOx CO 802 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category Wday Iblday Hauling 000 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .................. 0.26 i............ ....... 2.69 i................... 203 i .................. b.................. 0.01 e.................. 0.22 0.08 c..... 0........... v......0........... 0.31 0.02 r..... .0..........5......0........... 0.08 0.10 84986 0.01 650.12 Worker .................. 0.55 1................... 0.52 I................... a 5.06 i.................. i 0.01 i...... ............ i .................. 1]0 i O.Ofi i .. ............................... i]6 .:.......... O.Ofi ........5.................5.... i 0.06 i 0.12 .......... ....5 ........... ....:. .......... 1,151.68 '��� � ������0.05����� ......... 1,152.81 Total 0.81 3.21 7.11 0.02 1.92 0.14 2.07 0.08 0.14 0.22 1,801.54 0.06 1,802.93 22 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibiday PM10 PM2.5 Ib tlay Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,08646 i 0.34 lb /day 3,893.62 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.46 0.34 0.00 3,893.62 Mitigated Construction Off -Site 23 of 55 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb /day I lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i................... p.26 2.69 i.................. J 2 .p3 .................. d.................. d.......... ...... .. p01 0.22 0.08 6 .................. d......0........... 0.31 0.02 r .................. v.................. 0.08 0:10 b.................. e................... i 849.86 i p.p1 650.12 Worker ............. �����0.55 ............ 0.52 e................... S.pB i...... ............a.................. a .................. 0.01 1.70 0.06 c.................. v................... 1.76 0.08 e...... ............ a 0.06 .................. 0.12 a... ...............a..............: 1,151.68: ���������� .................. I ��������� � 1,152.81 Total 0.81 3.21 7.11 0.02 1.92 0.14 2.07 0.08 0.14 0.22 1,801.64 0.06 1,802.93 23 of 55 3.6 Remediation 3 - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 302 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I I Category Iblday lb/day Ibday Hauling Fugitive Dust 0.67 0.43 0.00 14.55 i 0.02 6.10 0.00 6.10 3.31 0,00 3.31 0.00 E 13042 vendor 0.00 Off -Road .................. i...................t................... 143 i 58.08 i 35.19 i.................. e. ................. {............. ..... i 0.07 2.74 g ...... ............ e............ 2.74 .......t...................i... 2.74 ...............6.... 2.74 ....d.......... .......i... ....e ..................e.... .... .......... .......... ......... i ],393.75 i O.fi6 7,407.6fi Total 7.43 58.08 35.19 0.07 6.10 2.74 8.84 3.31 2.74 6.05 0.14 7,393.75 0.66 7,407.66 Unmitigated Construction Off -Site 24 of 55 ROG NOx CO 302 Fugitive I Exhaust IPM10I Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 I PM10 PM25 PM25 Total I I Category Iblday lb/day Hauling 0.06 0.67 0.43 0.00 14.55 i 0.02 14.57 0.00 0,02 0.03 i 130.36 i 0.00 E 13042 vendor ..................i.........0 o.00 0..... p...................i.................. 0.00 a..... .............d................. 000 0.00 0.00 6 .................. g.................. 0.0o 0.00 p.................. 5................. 6.06 0.00 e.... .......... ......... ......... 0.00 0.00 0.00 Worker ................_......i 0.08 c.......,..................;............ 0.81 ......;..................;..... ............ 0.00 0.23 0.01 a ..................;........................... 0.2d 0.01 ........a................. 0.01 0.02 >.... ....a..... .......... .......... ......... i 18383 i 0.01 183 B1 Total 0.14 0.75 1.24 0.00 14.78 0.03 14.81 0.01 0.03 0.05 293.99 0.01 29413 24 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 NBia-0O2lToWICO21 CH4 N20 CO2e PM10 I IPM10Total I PM25 PM2.5 I Twat I I 1T.WICO21 I Category Ibltlay lumay Fugitive Dust 006 067 043 0.00 2,38 0,00 2,38 1.29 000 1.29 E 130.36 E 0.00 130.42 000 ...... 6-6t; ...... ........ . . ..... . ..... ? ...... ? .................. ? ...... . ..... ...... ................... ...... 6.66 .. .......... .......... .........? V 666 .... T407.66 Total 3.52 18.22 37.59 0.07 2.311 1.22 3-60 1.29 1.22 r 2.51 .............. .. . 4 .. .. .. .. .. .. .. .......... 0.01 11393 15 11.515 7,407.66 Mitigated Construction Off-Site 25 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day Iota ay Hauling 006 067 043 0.00 14,55 i 0,02 1457 0,00 002 0,03 E 130.36 E 0.00 130.42 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'36 ...... ? ...... 6.66 ? 6.66 ..... ? 6w ..... ...... 6.66 6. 6 ...... .6 6. 6 ..... 1 6 ...... 6.66 .................. 6.66 ...... .................. 1 ...... 6.66 ..... .................. 0.00 Worker ...... ......................................................... 0.08 0 81 . .................. .................. G 00 023 001 . .................. 024 ...................................... 0,01 . 001 .................. 0.02 ................. ................... i 16363 i .............. .. . 4 .. .. .. .. .. .. .. .......... 0.01 16181 Total 0.14 0.75 1.24 0.00 14.78 0.03 14.81 0.01 003 0.05 293.99 r"7 0.01 294.23 25 of 55 3.6 Remediation 3 - 2016 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category Ibltlay lb/day Iocay Hauling Fugitive Dust 0.60 0.39 0.00 14.55 0.02 6.10 000 6.10 3.31 0.00 131 060 13065 Vendor 0.00 Off Road ..................i...................i...................i............ 6.99 ' 53.34 i 34.Ofi ....... i 0.0] .................. a..... ............e i i 2.4] .................. e.... 2.4] ........... .... e...... ..... .......a 2.47 ..................e.... 2.47 ....p .......... .......... ......... i ],393.]5 i O.fi3 ],40689 Total 6.99 53.34 34.06 0.07 6.10 2.47 8.57 3.31 2.47 r 5.78 0.68 7,393.75 0.63 7,406.89 Unmitigated Construction Off -Site 26 of 55 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day Hauling 0.06 0.60 0.39 0.00 14.55 0.02 14.57 0.00 0,02 0.03 130.59 060 13065 Vendor .................. e................... 0.00 0.00 <...................i............ 0.00 ......a .................. a..... ............e o.00 O.00 o.oa .................. a.................. 0.00 0.00 e................. a................. 6.BO o.oa ..- P ..................,... ....<..................e.... .... a.... .......... .......... ......... 0.00 0.00 a.ao Worker .................. l................... 0.08 0.08 E................... 0.14 i ................ ..;........ . ......... a..... ............ 0.00 0.23 0.01 a......0........... g 0.24 ........................... 0.01 ..........;......0.02 0.01 ..... 0.02 >.... .......... .......... ......... i 159.08 0.01 159.24 Total 0.14 0.68 1.13 0.00 14.78 0.03 14.81 0.01 0.03 0.05 289.67 0.01 289.89 26 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e PM10 I IPM10Total I PM25 PM2.5 I Twat I I 1T.WICO21 I Category lbiday lumay Fugitive Dust 006 060 0.39 0.00 2,38 0,00 2,38 1.29 000 1.29 E 130.59 0.00 13066 000 ...... 6-66 ...... ........ SH . . ..... i�O . ..... 15 ? ...... ? .................. ? ...... . ..... d.6 ...... z ................... ...... 6.66 .. z .......... .......... .........? V 6is .... 7,406,89 Total 3.52 18.22 37.59 0.07 2.311 1.22 3-60 1.29 1.22 r 2.51 .................. .................. .............. 0L1 11393 15 0.83 7,406.89 Mitigated Construction Off-Site 27 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 006 060 0.39 0.00 14,55 i 0,02 1457 0,00 002 0,03 E 130.59 0.00 13066 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... 5'36 ...... ...... 6.66 ? 6.66 ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ..... ...... 6.66 .................. ? 6.66 ...... .................. ..... 6.66 ..... ? ................. .................. 0.00 Worker ...... ......................................................... 0.08 0 74 . .................. .................. FLO 023 001 . .................. 024 ...................................... 0,01 . 001 .................. 0.02 .................. ................... 15908 .................. .................. .............. 0L1 15924 Total 0.14 0.68 1.13 0.00 14.78 0.03 14.81 0.01 003 0.05 289.67 r 0.01 289.89m 27 of 55 3.6 Remediation 3 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I I Category l0/day lb/day Iblday Hauling Fugitive Dust 0.54 0,36 0.00 14.55 i 0.02 6.10 0.00 6.10 3.31 0,00 3.31 0.00 E 131.09 vendor 0.00 Off -Road .................. i...................t................... 6.57 48.92 i 33.05 i.................. e..................{.................. i 0.07 2.23 5.................. e............ 2.23 .......t...................i... 2.23 ..............6.... 2.23 ..................a.... .... .......... .......... ......... ....e.......... .......i... ....q i ],393.75 i 0.59 ],40607 Total 6.57 48.92 33.05 0.07 6.10 2.23 8.33 3.31 2.23 5.54 0.12 7,393.75 0.59 7',406.07 Unmitigated Construction Off -Site 28 of 55 ROG NOx CO 502 Fugitive I Exhaust IPM10I Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 I PM10 PM25 PM25 Total I I Category Iblday lb/day Hauling 005 0.54 0,36 0.00 14.55 i 0.02 14.5] 0.00 0,02 0.02 i 131.03 i 0.00 E 131.09 vendor ..................i.........0 o.00 0.....f...................i............ 0.00 ......d..................d..... ............6 000 0.00 0.00 .................. g.................. 0.0o 0.00 p.................. 5................. 9.06 0.00 e.... ....e...... .......... ......... ......... 0.00 0.00 0.00 Worker .................. i................... 0.07 0.0] p...................;............ 0.69 ......d..................a..... ............ 0.00 0.23 0.01 a ..................;........................... 0.2d 0.01 ........a.................;.... 0.01 0.02 .......... .......... ......... 15563 0.01 155.]9 Total 0.12 0.61 1.05 0.00 14.78 0.03 14.81 0.01 0.03 0.04 286.66 0.01 286.88 28 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e PM10 I IPM10Total I PM25 PM2.5 I Twat I I 1T.WICO21 I Category lbiday lumay Fugitive Dust 005 054 0.36 0.00 2,38 0,00 2,38 1.29 000 1.29 E 13103 0.00 131.09 000 ...... 6-6t; ...... ........ . . ..... . ..... ? ...... ? .................. ? ...... . ..... ...... ................... ...... 6.66 .. .......... .......... .........? V 656 .... 7,406.07 Total 3.52 18.22 37.59 0.07 2.311 1.22 3-60 1.29 1.22 r 2.51 .................. .................. .............. 0.01 11393 15 0.59 7,406.07 Mitigated Construction Off-Site 29 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 005 054 0.36 0.00 14,55 i 0,02 1457 0,00 002 0,02 E 13103 0.00 131.09 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'36 ...... ? ...... 6.66 ? 6.66 ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ..... ...... 6.66 .................. ? 6.66 ...... .................. ..... 6.66 ..... ? ................. .................. 0.00 Worker ...... ......................................................... 0.07 0 69 . .................. .................. GFO 023 001 . .................. 024 ...................................... 0,01 . 001 .................. 0.02 .................. ................... i 15563 i .................. .................. .............. 0.01 15519 Total 0.12 0.61 1.05 0.00 14.78 0.03 14.81 0.01 003 0.04 286.66 0.01 216.88m 29 of 55 3.7 Grading Phase 2 - 2016 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I I Category Iblday lb/day Iblday Hauling Fugitive Dust 0.00 0.00 E 0.00 0.00 0.00 6.26 0.00 6.26 3.31 0,00 3.31 0.00 E 0.00 vendor 0.00 Off -Road .................. i...................t................... 7.77 i 58.58 i 39.37 i...... ............ e.................. {.................. i 0.08 2.76 5 ...... ............ e................... 2.76 o.00 t................... 2.76 i... ...............6.... 276 .......... .......... ......... ....d..................i... ....a ..................e.... .... i 8,289.89 i 0.70 8,30449 Total 7.77 58.58 39.37 0.88 6.26 2.76 9.02 3.31 2.76 6.07 0.09 8,289.89 0.70 8,304.49 Unmitigated Construction Off -Site 30 of 55 ROG NOx CO 502 Fugitive I Exhaust JPM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 I PMig PM2.5 PM2.5 Total I I Category Iblday lb/day Hauling 0.00 0.00 0.00 E 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 E 0.00 vendor ..................i.........0 o.00 0..... p...................i.................. 0.00 .. a .................. e................ 000 0.00 0.00 6 .................. g.................. o.00 p.................. O.00 d................. s.00 o.00 i.... ....e...... .......... .......... ......... ............'... .... ° .................. °.... .... 0.00 0.00 0.00 worker .................. i................... 009 0.09 i...................;............ 0.89 ......d..................a..... ............ a.....O...........; .................. 0.00 0.28 0.01 0.29 �......... 0.01 ........a................. 0.01 0.02 >.... .......... .......... ......... i 190.90 0.01 � 19109 Total 0.09 0.09 0.89 0.00 0.28 0.01 0.29 0.01 0.01 0.02 190.90 0.01 191.09 30 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. p PM10 IPM10Total PM2 I Twat I Total I I Categoi-y Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,44 0,00 2,44 1.29 000 1.29 0,00 000 000 w OH -Road 3.74 ...... iY.e6 -7rdr . ? ................. ? ...... ................... ...... FM ? yzy ..... ? 6w ..... ..... ................. ...... .................. ? ............ 4 ...... 0.70 8,304.49 8.304.4 Total 3.74 18.69 43.42 0.88 2." 1.24 3.68 1.29 1.24 r 2.53 -,-a a- 0.711 I 8,304 Mitigated Construction Off-Site 31 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 0,00 0,00 000 0,00 000 0.00 000 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... 5'36 ...... ...... FM ? yzy ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... .................. ...... 6.66 ? 6.66 ...... .................. ..... 6.66 ..... ? ................. .................. 0.00 Worker 6.6; ...... .....0....0.9 ............................................... Mg .................. ..... 100 0.28 0,01 0.29 0.01 0,01 0.02 .......... 190.go .......... ......... . 0.01 19109 Total 0.09 1 0.09 0.99 0.00 0.28 0.01 0.29 0.01 0.01 0.02 193.7 0.01 M 1,1.00, 9 31 of 55 3.7 Grading Phase 2 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I I Category Iblday lb/day Iblday Hauling Fugitive Dust 0.00 0.00 E 0.00 0.00 0.00 6.26 0.00 6.26 3.31 0,00 3.31 0.00 E 0.00 vendor 0.00 Off -Road .................. i...................t................... 7.29 i 53.53 i 38.36 i.................. 4.................. 4..................}.................. i 0.08 247 4............ 247 ............................... 24] ...............6.... 247 ....e ..................e.... .... .......... .......... ......... ....d..................i... p 8,289.89 i O.fi5 8,30353 Total 7.29 53.53 38.36 0.08 6.26 2.47 8.73 3.31 2.47 5.78 0.08 8,289.89 0.85 8,303.53 Unmitigated Construction Off -Site 32 of 55 ROG NOx CO 502 Fugitive I Exhaust JPM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 I PM10 PM2.5 PM2.5 Total I I Category Iblday lb/day Hauling 0.00 0.00 0.00 E 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 E 0.00 vendor ..................i.........0 o.00 0..... ; p...................i.................. 0.00 a .................. 4................ .. 000 0.00 0.00 6 .................. g.................. o.00 p.................. O.00 d................. 6.00 0.00 ............'... .... ° .................. °.... .... .......... .......... ......... i.... ....e...... 0.00 0.00 0.00 Worker .................. i...... 0.09 0. 08..... �.........8 2..... i............ ......4..................4..... ............ b .................. a.................. 0.00 0.28 0.01 0.29 E................. 0.01 d................. 0.01 0.02 .................. ....a..................e.... e.... ....e.... . .......... .......... ......... 18676 0.01 r 18694 Total 0.09 0.08 0.82 0.00 0.28 0.01 0.29 0.01 0.01 0.02 186.76 0.01 186.91 32 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Twat I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,44 0,00 244 1.29 000 1.29 0,00 000 000 OH -Road 3.74 ...... .e iY6 Z .4 ...... . ? ................. ? . ..... 56i ig ...... .. ? ig ................... ...... FM ? yzy ..... ? 6w ..... .. ........... ........ .........? 6w� .... 8.303.53 Total 3.74 18.69 43.42 0.88 2." 1.24 3.68 1.29 1.24 r 2.53 8,289.89 ...................................... 001 8,303.53 Mitigated Construction Off-Site 33 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 0,00 0,00 000 0,00 000 0.00 000 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... '6 5'36 ...... ...... FM ? yzy ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... .................. ...... 6.66 ? 6.66 ...... .................. .................. ..... 6.66 ..... ? ................. 0.00 Worker 6.6t; ...... ......................................................... 0.08 0 82 .................. .................. FLO 0,28 001 . .................. 029 ...................................... 001 . 001 .................. .................. 0.02 ................... 18676 .................. .................. .............. 0.01 18694 Total 0.09 0.08 0.82 0.00 0.28 0.01 0,29 0.01 0 01 0.02 186.76 T"7 0.01 186.94 33 of 55 3.8 Building Phase 2 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROO NOx I CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bid. CO2 I NBio -0O2 I Total CO2 CH4 I N20 CO2e Category PM10 bray PM2.5 PM2.5 [b/day 1 OH -Road 182 23.58 22.15 0.04 1.36 136 1.36 136 a 3,886.46 a 0.34 3893.62 Total 332 23.58 22.15 0.04 1.36 1.36 1.36 1.36 3,886.46 0.34 0.00 3,893.62 Unmitigated Construction Off -Site 34 of 55 ROG NOx CC 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 1otel= CH4 N20 CO2. PM10 PM10 PM2.5 PM2.5 Total I 1 I Category Ib/day Ib ay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.]4 ].]3 e................... 5.83 i............ ......4..................4..... 0.02 ............ 0.64 0.34 i .................. i................... 0.68 0.05 e.................. 0.24 0.29 a 1,868.M a 0.04 1,869.11 Worker ........ i 1.93 ' ............................... 1.82 ............................................ i 0.04 . .................. 5.97 0.19 :.................. :....... 6.i6 ............:....... 0.22 ............:.................. 0,19 0.42 � ......... ....... _ .................. _ i 4,036.06: � .......... _ 0.19 _ ......... 4,040.04 Total 2.67 9.55 23.64 0.06 6.61 0.43 7.M 0.27 0.43 0.71 5,904.40 0.23 5,909.15 34 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibiday PM10 I PM2.5 Ib tlay Total I OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,08646 i 0.34 Ih1day 3,893.62 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.46 0.34 0.00 3,893.62 Mitigated Construction Off -Site 35 of 55 ROG NOx CO 502 Fugitive Exhaust P1110Tolal Fugitive Exhaust PM2.5 Bio -0O2 NBio -CO2 TolaICO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I 1 I Category Ih1day Iblday Hauling 000 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i...................i.................. 0]6 ].]3 5 5.83 .................. e..................d..... ............6 102 0.64 0.24 .................. v................... 0.88 0.05 r................. 024 0.. .........a 0.29 ..................a.. 1,86.......: i 1,868.34 i 0.04 1,86911 Worker ........ e................... ......i X93 1:82 e.................. u.................. 17.81 a.................. a .................. 0.04 5.97 0.19 c.................. 6.16 ................... 0.22 n................. v 0.19 ........ .......... 0.42 o. .... ............. a..............: 4,036.06: ���������� .....0.1.9 ����� ��������� � � ,040.04 Total 2.67 9.55 23M 0.06 6.61 0.43 ].04 0.27 0.43 0.71 5,904.40 0.23 5,909.15 35 of 55 3.8 Building Phase 2 - 2018 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -0O2 T.Mi CO2 CH4 I N20 CO2e Category Ib /day PM10 I IPM10Total PM2.5 Iblday Total I OH -Road 348 i 2141 i 21,96 i 0.04 E 1.18 1.18 1.18 1.18 i 3,6864] 1 0.31 IWday 3,892.98 Total 3.48 21.41 21.96 0.04 1.18 1.18 1.18 1.18 3,886.47 0.31 0.00 0.00 3,892.98 Unmitigated Construction Off -Site 36 of 55 ROG NOx CO 502 Fugitive Exhaust Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I IPM10Total PM2.5 PM2.5 Total I 1 I Category IWday Iblday Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .................. 069 i................... ].1] r...................i............ 547 ......5 .................. d.................. 0.02 0.64 0.22 c..... 0........... v......0........... 0.86 OD2 r ................. 0.20 0.22 i 1,87296 i 0.03 1,8]16] Worker .................. 1.83 i.......................................................... 0.04 ...... .. ..........i ..................i. 0.19 ......................0.08..... 6.16 .:.......... 0.08 .......a..................i.... 0.18 0.26 .......... ....i 3,951.09 ;��� .......... � ......... ������0.18����� � 3,954.80 Total 2.52 8.84 21.96 0.06 6.61 0.41 7.02 0.10 0.38 0.48 5,824.05 0.21 5,828.47 36 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWICO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 Ib day Total I OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.4] 0.31 Ib /day 3,892.98 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.47 0.31 0.00 3,892.98 Mitigated Construction Off -Site 37 of 55 ROG NO. CO 502 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 T.Wi CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 I Total I 1 I Category Ib /day Iblday Hauling 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i............. 0.69 ...... ].1] r.................. 3............ 547 ......d.................. d.................. 102 0.64 0.22 c .................. v......0........... 0.86 0.02 r................. 0.20 0.22 i 1,872.96 i 0.03 1,8]3.6] Worker ........ e................... ......i X83 a 1.67 e................... i 16A9 i.................. a.................. a .................. 0.04 i 5.97 i 0.19 c.................. 6.16 ......0...........n..... 0.08 i 0.18 i 0.26 i i 3,951.09 i ���������� .....018 ����� ��������� � 3,954.80 Total 2.52 8.84 21.96 0.06 6.61 0.41 7.02 0.10 0.38 0.48 5,824.05 0.21 5,828.47 37 of 55 3.8 Building Phase 2 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -0O2 T.Mi CO2 CH4 I N20 CO2e Category Ib /day PM10 I IPM10Total PM2.5 Iblday Total I OH -Road 3.15 1948 . i 27]0 i 0.04 E 1.02 1.02 1.02 1.02 i 3,68647 1 0,28 Wday 3,892.41 Total 3.15 19.48 21.78 0.04 1.02 1.02 1.02 1.02 3,886.47 0.28 0.00 0.00 3,892.41 Unmitigated Construction Off -Site 38 of 55 ROG NOx CO 502 Fugitive Exhaust Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I IPM10Total PM2.5 PM2.5 Total I 1 I Category Wday Iblday Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .........gE..... 0.65 i ............ ....... 6]0 i................... 5.14 i .................. 5.................. d.................. 0.02 0.64 0.20. c .................. v......0........... 0.84 OD2 r.................. Z 0.18 .................. 0.20 a .................. e ................... :. i 1,87].47 i 0.03 1,878.13 Worker .................. 1.75 1................... 1.54 1............. ......i..................i..... a 15.37 004 .. ..........i ..................i. i 5.97 0.19 ......................0.08..... 6.16 .:........... 0.08 .......a..................i.... 0.18 0.2fi .......... ....a .............:. .......... 3,871.92 ;��� � ......... ������0.1]����� � 3,87541 Total 2.40 8.24 20.51 0.06 6.61 0.39 7.00 0.10 0.36 0.46 5,749.39 0.20 5,753.54 38 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 o day Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.4] 0.28 lb /day 3,892.41 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.47 0.28 0.00 3,892.41 Mitigated Construction Off -Site 39 of 55 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb /day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i. 0.65 .................. 6.]0 r.................. 5.................. 5.14 d.................. d.................. X02 0.64 i 0.20 6 .................. d......0........... 0.84 r.................. 0.02 0.18 v .................. 0.20 e.................. a................... : .......... ........ i 1,8]].4] i 0.03 1,8]8.13 ............. ............ 1.54 e.................. u..... 15.37 .............a................. a .................. 0.04 5.97 0.19 c.................. ................... 6.16 n................. 0.08 v 0.18 .................. 0.26 o..... .............a...............:. 3,8]1.92: ���������� .....0.1.]..... ��������� � � 3,875.41 Total 2.40 8.24 20.51 0.06 6.61 0.39 7.00 0.10 0.36 0.46 5,749.39 0.20 5,753.54 39 of 55 3.8 Building Phase 2 - 2020 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 802 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -0O2 TolaICO2 CH4 I N20 CO2e Category Ib /day PM10 I PM2.5 Iblday Total OH -Road 2.88 17.73 i 27.63 i 0.04 0.07 0.87 0.07 0.87 i 3,68647 1 0,26 Wday 3,891.87 Total 2.88 17.73 21.63 0.04 0.87 0.87 0.87 0.87 3,886.47 0.26 0.00 000 3,891.8] Unmitigated Construction Off -Site 40 of 55 ROG NOx CO 802 Fugitive Exhaust PM10ToMi Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category Wday Iblday Hauling mo 0.00 0.00 0.00 0.00 000 o.o0 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .................. 061 i................... 6.29 i...................i............ i 4.84 ......5 .................. d.................. 0.02 0.64 0.18 .................. v......0........... 0.83 0.02 E ..................5...... 0.1] ............ 0.19 e .................. e... ................:.............. ......... 1,881.66: 0.03 1,88218 Worker .................. 1.68 i................... 1.42 1................... a 14.3] i.................. 004 i..... ............ i .................. i 5.97 0.20 i .. ............................... 6.17 � .:........... 0.08 .......a..................i.... 0.18 0.2fi .......... ....a ......... .....:. .......... 3,798.3fi ;��� � ......... ������0.16����� � 3,801.64 Total 2.29 7.71 19.21 0.06 6.61 0.38 7.00 0.10 0.35 0.45 5,680.02 0.19 5,683.91 40 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive PM10 Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Ibiday PM10 PM2.5 Ib tlay Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.41 i 0.26 lb /day 3,891.81 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.47 0.26 0.00 3,891.81 Mitigated Construction Off -Site 41 of 55 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb /day lb/day Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor ................... 0.61 .................. 6.29 r.................. 5.................. 4.84 d.................. d.................. X02 0.64 0.18 6 .................. d......0........... 0.83 r.................. 0.02 0.1] 0:19 .... ............................... i 1,887.86 i 0.03 1,88228 Worker ..................i................... 1.68 i 1.42 e .................. u.................. i 14.37 a.................. a .................. 0.04 i 5.97 i 0.20 c................. v.................. 6.17 e.................. 0.08 a 0.18 i .................n.... 0.26 i .......... .......... ......... ....a...............: i 3,]98.36 i .....0 �1�6 ����� � = 3,801.84 Total 2.29 7.71 19.21 0.06 6.61 0.38 7.00 0.10 0.35 0.45 5,680.02 0.19 5,683.92 41 of 55 3.9 Grading Phase 3 - 2018 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 802 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I Category Iblday lb/day Iblday Hauling Fugitive Dust 0.00 0.00 0.00 0.00 0.00 6.27 0.00 6.27 3.31 0,00 3.31 0.00 0.00 vendor 0.00 Off -Road .................. i...................t................... 6.83 i 48.84 i 37.47 i.................. e..................{.................. i 0.08 2.20 5.................. e............ 2.20 .......t...................i... 2.20 ...............6.... 2.20 ....d.......... .......i... .......... .......... ......... i 8,289.90 i 0.61 8,302.68 Total 6.83 48.84 37.47 0.08 6.27 2.20 8.47 3.31 2.20 5.51 0.08 8,289.90 0.61 8,302.68 Unmitigated Construction Off -Site 42 of 55 ROG NOx CO 802 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TolalCO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 I Total I I Category Iblday lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 vendor ..................i.........0 o.o0 0..... p...................i.................. 0.00 .. a.... ..............e................ 000 0.00 0.00 6 .................. g.................. 0.00 0.00 E........... ........i.................e.... 6.06 0.00 ....e...... ............o-.... ....a ..................e.... .... .......... ......... ......... o.00 0.00 0,00 Worker .................. i................... 0.08 0.08 i...................;............ 0.76 ......d..................a..... ............ a ...... ............4.................. 0.00 0.28 0.01 0.29 0.00 ......... ........a.................;.... 0.01 0.01 .......... .......... ......... P ...................,... 18283 0.01 183.00 Total 0.08 0.08 0.76 0.00 0.28 0.01 0.29 0.00 0.01 0.01 182.83 0.01 183.00 42 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Twat I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 2,44 0,00 244 1.29 000 1.29 0,00 0,00 000 OH -Road 3.74 ...... iY.e6 0.00 ? ................. ? ...... ................... ...... 6' 6 ...... ...... .................. >................. .................. 4 ...... ni ...... ................. 8.302.68 Total 3.74 18.69 43.42 0.08 2." 1.24 3.68 1.29 1.24 r 2.53 8,289.90 0.51 8,302.68 Mitigated Construction Off-Site 43 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 0,00 0,00 000 0,00 000 0.00 000 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... 5'36 ...... ...... FM ? yzy ..... ? 6w ..... ...... 6.66 ...... 6.66 ...... 3.6� ...... .................. 000 ............... .................. . ...... . ..... . ................... 0.00 Worker 6.w ...... ......................................................... 0.08 0 76 .................. .................. FLO 0,28 001 . .................. 4.. 029 000 .. .. .. .. .. 001 �l 162 83 0 01 18100 Total 0.08 0.08 0.76 0.00 0.28 0.01 0,29 0.00 0 01 0.01 182.83 0.01 183.00 m 43 of 55 3.9 Grading Phase 3 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.lal CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I Category Iblday lb/day Iblday Hauling Fugitive Dust 0.00 0.00 0.00 0.00 0.00 6.27 0.00 6.27 3.31 0,00 3.31 0.00 0.00 vendor 0.00 Off -Road .................. i...................t................... 641 44.50 i 36.68 i.................. e..................{.................. i 0.08 1.97 5.................. e............ 1.97 ....................,.......... 1.9] ...............6.... 1.97 ....d..................i... .......... .......... ......... p 8,289.89 i 0.57 8301.90 Total 6.41 44.50 36.68 0.08 6.27 1.97 8.24 3.31 1.97 5.28 0.07 8,289.89 0.57 8,301.90 Unmitigated Construction Off -Site 44 of 55 ROG NOx CO 502 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TolalCO2 CH4 N20 CO2e PM10 PMiO PM2.5 PM2.5 I Total I I Category Iblday lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 vendor ..................i.........0 o.o0 0..... p...................i.................. 0.00 .. a.... ..............e................ 000 0.00 0.00 6 .................. g.................. 0.00 O.00 p........... ........i.................i.... 6.06 0.00 ....e...... .......... .......... ......... 0.00 0.00 0,00 worker ........................ o.oe o. o'..... i...................;............ 031 ......a..................a..... ............ a ..................;........................... 0.0o 0.26 0.01 0.29 0.00 ........a................. 6.01 0.01 >.... ....a..... .......... .......... ......... ns.1s 0.01 17932 Total 0.08 0.07 0.71 0.00 0.28 0.01 0.29 0.00 0.01 0.01 179.16 0.01 179.32 44 of 55 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bi.-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Twat I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,44 0,00 244 1.29 000 1.29 0,00 000 000 OH -Road 3.74 ...... iY.e6 -7rdr . ? ................. ? ...... ................... ? ...... 6.66 ? yzy ..... ? 6w ..... ...... .................. ? ............ 4 ...... 6.�i ..... ................. 8.301.90 Total 3.74 18.69 43.42 0.88 2." 1.24 3.68 1.29 1.24 r 2.53 8,289.89 ...................................... 0.00 8,301.90 Mitigated Construction Off-Site 45 of 55 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 0,00 0,00 000 0,00 000 0.00 000 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'36 ...... ? ...... 6.66 ? yzy ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... ...... 6.66 .................. ? 6.66 ...... .................. ..... 6.66 ..... ? ................. .................. 0.00 Worker ...... ......................................................... 0.07 0.71 .................. .................. GLO 0.28 0,01 . .................. 0.29 ...................................... 0.00 . 0,01 ...... . ...... : .................. ? ......... .16 i .................... .................. .................. 0.01 179,32 Total 0.08 0.07 0.71 0.00 0.28 0.01 0.29 0.00 0.01 0.01 179.17"7 0.01 171.12 45 of 55 3.10 Building Phase 3 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROO Nos CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bid. CO2 I NBid -0O2 Total CO2 I CH4 I N20 CO2e Category PM10 Iblday, PM2.5 PM2.5 lb/day 1 OH -Road 3.15 1948 . 21.78 0.04 102 1.02 1.02 1.02 3,886.4] 0.28 3,89241 Total 3.15 19.48 21.78 0.04 1.02 1.02 1.02 1.02 3,886.4] 0.28 0.00 3,892.41 Unmitigated Construction Off -Site 46 of 55 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 1olal= CH4 N20 CO2. PM10 PM10 PM2.5 PM2.5 Total I 1 I Category lb/day Ib ay Hauling 0.00 0.00 0.00 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.6] i 6.99 r................... i 5.36 i............ .........................<..... i 0.02 ............ 0.6] 0.21 i .................. a i 0.88 ................... 0.02 r ................... 0.19 i.................. 0.21 ......:............ i i 1,959.09 i ......a........................ i 0.03 i 1,959.]9 Worker .................. i................... 1.81 1.60 i............. ......i........................ 15.96 0.05 .. ..........: ..................i. 6.20 0.20 .......:.................. 640 0.08 0.19 0.27 e 4,021.23: � 0.1] 4,024.84 Total 2.48 8.59 21.32 0.07 6.87 0.41 7.28 0.10 0.38 0.48 5,980.32 0.20 5,984.63 46 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive to Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 o day Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.4] 0.28 Ib /day 3,892.41 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.47 0.28 0.00 3,892.41 Mitigated Construction Off -Site 47 of 55 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TolaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ib /day lb/day Hauling 000 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i....... 0.67 ............................... 6.99 J.................. 5.36 d.................. e..... ............6 102 0.67 0.21 .................. d................. 0.88 r.................. 0.02 v...... 0.19 0.21 i 1,959.09 i 0.03 1,95939 Worker ......... .............................i. 1.81 1.60 ......... ����15.96 i.................. a.................. a .................. 0.05 8.20 0.20 c.................. v................... 6.40 e...... 0.08 ............ v 0.19 ............. ..... 0.2] o........ ..........a..................:. 4,021.23: ���������� .....0.1.]..... ��������� � ,024.84 Total 2.48 8.59 21.32 0.07 6.87 0.41 7.28 0.10 0.38 0.48 5,98732 0.20 5,984.63 47 of 55 3.10 Building Phase 3 - 2020 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 802 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -0O2 TOIaICO2 CH4 I N20 CO2e Category Ib /day PM10 I PM2.5 Iblday Total OH -Road 2.88 17.73 i 27.63 i 0.04 0.07 0.87 0.07 0.87 i 3,68647 1 0,26 Wday 3,891.87 Total 2.88 17.73 21.63 0.04 0.87 0.87 0.87 0.87 3,886.47 0.26 0.00 0.00 3,891.8] Unmitigated Construction Off -Site 48 of 55 ROG NOx CO 802 Fugitive Exhaust PM10ToMi Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category Wday Iblday Hauling 00p 0.00 0.00 0.00 0.00 0.00 p.pp 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.63 i................... 6.5] r...................i............ 5.05 ......5..................d..... ............ 0.p2 0.6] 0.19 c .................. v................... 0.86 O.p2 r................... 0.18 0.19 o ...... ............e................:. 1,963.4] 0.03 1,964.12 Worker .................. i]4 i................................ 1.48 ......i..................i..... 14.93 005 ...... ......i ..................i..... 6.20 0.20 6...........i...... 6.40 ............ 0.08 E .......... .....- .i..................L.... 0.19 0.27 .......... ....a .......... ....:. .......... 3,94483: � ......... ������0.16����� � 3,94824 Total 2.37 8.05 19.98 0.07 6.87 0.39 7.26 0.10 0.37 0.46 5,908.30 0.19 5,912.36 48 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive PM10 Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Ibiday PM10 PM2.5 Ib tlay Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.4] 0.26 lb /day 3,891.87 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.47 0.26 0.00 3,891.8] Mitigated Construction Off -Site 49 of 55 ROG NOx CO 802 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb /day lb/day Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i. 0.63 i .................. 6.5] r.................. 5.................. i 505 d.................. d.................. X02 0.6] i 0.19 6 .................. d......0........... i O.Bfi r.................. 0.02 v...... 0.18 . ...........a 0:19 ................ - >................... :............. ........ i 1,963.4] i 0.03 1,964.12 Worker .................. e................... i]4 i 1.48 e .................. u.................. a 14.93 a.................. a..... ............ 0.05 ' 6.20 a 0.20 c .................. z.................. i 6.40 i..................2...... 0.08 0.19 i 0.2] i .......... .......... ......... o.... a........4.......:.... i 3,944.83 i .....0 �1�6 � 3,94824 Total 2.37 8.05 19.98 0.07 6.87 0.39 7.26 0.10 0.37 0.46 5,908.30 0.19 5,912.36 49 of 55 3.10 Building Phase 3 - 2021 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO I 802 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -0O2 TolaICO2 CH4 I N20 CO2e Category Ib/day PM10 I PM2.5 Iblday Total OH -Road 2.62 16.00 i 2745 i 0.04 E 0.73 0.73 073 0.73 i 3,686.46 i 0,23 Wday 3,891,35 Total 2.62 16.00 21.45 0.04 0.73 0.73 0.73 0.73 3,886.46 0.23 0.00 000 3,891.35 Unmitigated Construction Off -Site 50 of 55 ROG NOx CO 802 Fugitive Exhaust PM19ToMi Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category Wday Iblday Hauling mo 0.00 0.00 0.00 0.00 000 o.o0 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .................. 060 i................... 6.20 r...................i............ 4.80 ......5 .................. d.................. 0.02 0.6] 0.18 .................. v......0........... 0.85 0.02 r .................. a 0.16 .................. 0.18 o.................. e.............. ....:. .......... ......... 1,96].56: 0.03 1,968.16 Worker .................. 1.68 i.......................................................... 1.3] 14.Ofi 0.05 ...... ...... ......i ..................i..... 6.20 0.20 6................. 6.40 ............:........... 0.08 .......a..................i.... 0.19 0.2] .......... ����a�� ���� ��������� .......... 3,885.35: � ......... 0.15 3,888g0 Total 2.28 7.57 18.86 0.07 6.87 0.38 7.25 0.10 0.35 0.45 5,852.91 0.18 5,856.76 50 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibiday PM10 Ib tlay Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,08646 i 0.23 Ib /day 3,891.35 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.46 0.23 0.00 3.891.35 Mitigated Construction Off -Site 51 of 55 ROG NOx CO 802 Fugitive Exhaust PM10 T"Fugiti Exhaust PM2 .5 Bio -0O2 NBio -0O2 TolaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 Total Category Ib /day Iblday Hauling 000 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.60 6.20 i.................. 5 4.80 .................. e .................. d.................. 102 0.67 0.18 6 .................. d................. 0.85 0.02 r.................. v...... 0.16 0:18 .................. i 1,967.56 i 0.03 1,968.16 Worker ..................i................... 1.68 i 1.37 e. ................. u.................. i 14.06 a.................. a..... ............ 0.05 ' 8.20 a 0.20 c .................. v.................. i 6.40 0.08 e.................. v...... 0.19 .......... .......... ......... o....a .......... .......:.... 3,885.35 i 0�1�5 � 3,88.80 Total 2.28 7.57 18.86 0.07 6.87 0.38 7.25 0.10 0.35 0.45 5,852.91 0.18 5,856.76 51 of 55 3.10 Building Phase 3 - 2022 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -0O2 TolaICO2 CH4 I N20 CO2e Category Iblday PM10 I PM2.5 Iblday Total OH -Road 244 14.56 i 21,36 i 0.04 E 0.62 0.62 0,62 0.62 i 3.886.46 i 0,22 Wday 3,891.01 Total 2.44 14.56 21.36 0.04 0.62 0.62 0.62 0.62 3,886.46 0.22 0.00 000 3,891.01 Unmitigated Construction Off -Site 52 of 55 ROG NOx CO 502 Fugitive Exhaust PM1p Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category Wday Iblday Hauling mo 0.00 0.00 0.00 0.00 000 om 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .................. 0.57 i................... 5.90 r...................i............ 4.56 ......5 .................. d.................. 0.p2 0.67 0.17 c .................. v......0........... 0.84 0.02 r.................. v...... 0.15 0.17 .................. i 1,971.52 i 0.03 1,972.09 Worker ................. .j...................................... 1.62 i.................. i..... ...... ......i ..................i..... ' 6.20 ' 0.20 6........................... 6.41 .:........... 0.08 .......a..................i.... 0.19 0.2] .......... � � � ��� .......... ���� :3,821.39: � ����� ......... 0.15 3,824.46 Total 2.19 7.17 17.79 0.07 6.87 0.37 7.25 0.10 0.34 0.44 5,792.91 0.18 5,796.55 52 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibiday PM10 PM2.5 Ib tlay Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,08646 i 0.22 Ib /day 3,891.01 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.46 0.22 0.00 3,891.01 Mitigated Construction Off -Site 53 of 55 ROG NOx CO 302 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TolaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ib /day lb/day Hauling 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.5] 5.90 i.................. 5 4.56 .................. e .................. d.................. 0.02 0.67 0.17 c .................. d................. 0.84 r.................. 0.02 0 v...... 0.15 0:17 .................. i 1,971.52 i 0.03 1,972.09 Worker ...................... ............. 1.62 i ............ L2] e.................. u............ i 13.23 ......a..................a..... 0.05 a 8.20 0.20 c .................. .i................... i 6.41 n..... 0.08 .... ........a 0.19 i .................n.... 0.2] i a........... ....:. .......... .......... ......... i 3,821.39 i 0�1�5 � 3,824.6 Total 2.19 ].1] 1].]9 0.07 6.87 0.37 7.25 0.10 0.34 0.44 5,79271 0.18 5,796.55 53 of 55 3.10 Building Phase 3 - 2023 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -0O2 TolaICO2 CH4 I N20 CO2e Category Ib /day PM10 I IPMIOToMi PM2.5 Iblday Total OH -Road 2.27 13.27 i 21,30 i 0.04 E 0.52 0.52 0.52 0.52 i 3.886.46 i 0,20 Wday 3,890.71 Total 2.27 13.27 21.30 0.04 0.52 0.52 0.52 0.52 3,886.46 0.20 0.00 000 3,890.71 Unmitigated Construction Off -Site 54 of 55 ROG NOx CO 502 Fugitive Exhaust Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.IaICO2 C 4 N20 CO2e PM10 PM10 I IPMIOToMi PM2.5 PM2.5 Total 1 I Category Wday Iblday Hauling mo 0.00 0.00 0.00 0.00 000 o.o0 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.54 i................... 5.64 r...................i............ 437 .................. ......5 .................. d..... 0.02 0.67 0.16 .................. v................. 0. 0. 83 0 0.02 r ................. 0.14 0.16 1,975.36: 0.03 1,975.90 Worker .................. 1.56 j........................12 1.19 .4]............................ i 0.05 ...... ......i ..................i..... ' 6.20 ' 0.20 6........................... 6.41 . 0.08 E ......... ......- 5..................e.... 0.19 0.2] .......... ....a � � � ��� .......... ....:. .......... ���� i 3,]fi2.i6 i ����� ......... 0.14 3,76508 Total 2.10 6.83 16.84 0.07 6.87 0.36 7.24 0.10 0.33 0.43 5,737.52 0.17 5,740.98 54 of 55 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 I Fugitive PM10 Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Ibiday PM10 PM2.5 Ib tlay Total OH -Road 2.68 76.06 i 24.00 i 0.04 i 1.14 1.14 1.14 1.14 i 3,886.46 i 0.20 lb /day 3,89071 Total 2.68 16.06 24.08 0.04 1.14 1.14 1.14 1.14 3,886.46 0.20 0.00 3,890.71 Mitigated Construction Off -Site 55 of 55 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb /day lb/day Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Vendor .................. i. 0.54 .................. 5.84 r.................. 5.................. 4.37 d.................. d.................. X02 0.6] 0.18 6 .................. d......0........... 0.83 r.................. 0.02 v...... 0.14 0.16 ..... ............................... i 1,9]5.36 i 0.03 1,9]5.90 Worker .......... ............. 1.56 i ............ 1.19 e.................. u...... i 12.47 ............a.................. a .................. 0.05 a 8.20 0.20 c.................. ,i................... 6.41 n..... 0.08 i .... ........a 0.19 .................n.... ....a.................:. .......... .......... ......... 3,762.16 i 014 � 3,765.08 Total 2.10 6.83 16.84 0.07 6.87 0.36 7.24 0.10 0.33 0.43 5,737.52 0.17 5,740.98 55 of 55 CalEEMod Version: CaIEEMod.2011.1.1 NBR Phase I Paving and Arch Coating Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Other Asphalt Surfaces 7.83 Acre City Park ................................................... ............................... 6.3 Acre Condo / Townhouse _......_......_......_......_..... 87.. .._......_......_......_......_ Dwelling Unit Single Family Housing 141 Dwelling Unit 1.2 Other Project Characteristics Urbanization Urban Wind Speed (ril Utility Company Southern California Edison Climate Zone Precipitation Freq (Days) 2.2 Date: 6/20/2011 1of11 1.3 User Entered Comments 30 Project Characteristics - this file for Phase 1 paving and arch coating only; all other data is irrelevant Land Use - Land use matches Table 3 of traffic report Population at 2.19 per du per EIR Section 4.7 Other asphalt surfaces for road paving Construction Phase - Phasing set to project plan; Pave 1 8/15/2015- 9/15/2015; 22 wd ArchCoatl 8/15/2015 - 9/15/2017: 545 wd Construction Off -road Equipment Mitigation - Approximately 50 -50 Tier 3 and Tier 4 const equip Off -road Equipment - Default paving equipment: 2 pavers, 2 paving equipment; 2 rollers 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitiaated Construction 2of11 ROG NOx CO SC2 Frgjhl e Exhaust PM10TOtal Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Year Ib /day Ib/day 2015 11.32 p 32.88 24.47 0.04 0.58 2.78 3.36 0.02 2.78 2.80 [ 3,613.37 p 0.00 1 0.50 0.00 3,62180 2016 ............. .... b .................. b.................. i.............. 5.38 2.49 3.02 .....i...................i..... 0.01 ......... .... i......................... 0.35 0.21 0.56 ........ ....d...................... 0.01 0.21 .......... ....i.................. 0.22 a.............. .....e...................i..... i 525.11 i 0.00 ......... .... i.................. 0.05 0.00 526.06 2017 .................' q.................. e .................. 1............. 5.33 2.29 2:92 ..... 0.01 ..... ............................... e...................$...... 0.35 0.18 0.54 ............b.................. 0.01 0.18 ...... ............ 0.20 ;.................. c...... .............1................. a 519.83 . ;......0..........d...... i 0.00 0.04 ............ 0.00 520.68 Total NA NA i NA i NA j NA j NA NA NA NA i NA i NA j NA j NA NA NA NA 2of11 Mitigated Construction 3.0 Construction Detail 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment 3of11 ROG NOz CO S02 Fugitive Fhausf PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBIo -0O2 Total CO2 CH4 N20 CO2e PM70 I PM10 PM2.5 PM2.5 Total I I Year lb/day lb /day 2015 8.04 10.51 2287 0.04 002 1.01 1.03 0.02 1.01 1.03 E 3,613.37 f 0.00 0.50 0.00 3,62180 2016 ................. 5.09 i...... ............i.................. 0.27 2 .97 .......... ........................... i 0.01 _ 0.01 i 0.02 i 0,01 0.03 0.01 _ ' 002 ' 0.03 .......... ..-'... ._........_... :......_........_ 525.11 � o.ao ................_�..... o,9s o.00 szs.9s 2017 .................:..................:.................. 5.08 0.26 t................... 2.88 0.01 t.... ............................... : 0.01 O.o2 ....... ..............................- 0.03 0.01 .......:............ 0.02 ..........................�.... 0.03 ......................... 519.83 0.00 0.04 0.00 520.68 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3.0 Construction Detail 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment 3of11 3.2 Paving Phase I - 2015 Unmitiaated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO S02 Fugitive PM10 Exhaust PM10 PM10Total Fugitive PM2.5 I Exhaust PM2.5 I PM2.5 Total I Bio -0O2 I NBio -0O2 Total CO2 I CH4 N20 CO2e Category lb/day PM10 PM2.5 PM2.5 Ib /day Off -Road Paving 4,89 . . . . . . . . . . . . . . . . . 0.93 30,10 : . ................. 20.54 : ................... ! 0.03 .................... i 2.54 .................... . . . . . . . . . . .. . . . . . i i 0.00 2.54 a .................. .:...................o......... '. 0.00 2.54 ....... 0.00 2.54 x.....0.00 .......................... i 2,917.65 ........... i 0,44 ........... .......... .......... 2,926.87 OAO Total 5.82 30.10 20.54 0.03 2.54 2.54 2.54 2.54 2,917.65 0.44 0.00 2,926.87 Unmitigated Construction Off -Site 4of11 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust I PM2.5 Bio -0O2 NBio -0O2 Tofal CO2 CH 4 N20 CO2e PMtO PM10 PM2.5 PM2.5 Total Category Ib /clay Ib /clay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 i 0.00 1 0.00 Vendor ...................................>...... ............i.................. oog aoo 000 0.00 ............................... .....d..................d...... 0.00 000 0.00 a ................ _:..... 000 0.00 ............................... 000 a............. ......<..................:..... 0.00 oog 000 Worker ................. OAB ...a ..................i..... }......0 , 0 8 0.08 0.81 ............ <........................0, 0.00 01......5...... 0.23 0.01 0.24 ...................._..... 0.01 0.01 0.02 .............. a'... ............................... i 163.63 ....5.................. i 0 ➢1 163.81 Total 0.08 0,08 0.81 0.00 0.23 0.01 0.24 0.01 0.01 0.02 163.63 0.01 163.81 4of11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG. NOx CO 502 Fugitive PM70 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bid -CO2 I NBIo -CO2 Total CO2 CH4 N2O CO2e Category lb/day PM10 PM2.5 PM2.5 Wray Off Road Paving 1.93 ................. 0, 93 10.15 i.................. 19.00 i............................... 0.03 ............................... 0.99 0..........: 0.00 0.99 .............. .....:...................:..... 0.00 0.99 0.00 0.99 0.00 F 2,917,65 f 0.44 2,926.87 OAO [2,926.'8'7 Total 2.86 1015 19.00 0.03 0.99 0.99 0.99 0.99 2,917.65 0.44 0.00 0.00 Mitigated Construction Off -Site 5of11 ROG NOx CO 502 Fugitive Exhaust PM10Tdta1 Fugitive Exhaust PM2.5 Bio -CO2 NBio -CO2 Total CO2 CH 4 N2O CO2e PM70 PM10 PM2.5 PM2.5 Total Category lb/day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 i 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.00 i..................i............................... 0.00 0.00 ..... ........................... • 0.00 ...........: O.00 o.aa ................................... o.00 ....:.......................... O.00 o.00 ......... o.00 .•.... ..... ........................ .......... o.00 ....................... ........... .......... o.oa 0 D Worker ..................>..................>...... ............i.................. 0.08 0.08 0.81 0.00 .............................. ......d........................ 001 001 0.02 a ................ _:..... 0.01 0.01 ............................... 0.02 a............. ......<..................:..... [ 163.63 0.01 163.81 Total 0.08 0.08 0.61 0.00 0.01 0.01 0.02 0.01 0.01 0.02 163.63 0.01 1637 5of11 3.3 Architectural Coating Phase I - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM70 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio - CO2 NBio- CO2 Total CO2 CH 4 N20 CO2e Category Ib day PM70 PM10 PM2.5 lb/day Total Archit. Coating Off -Roatl 4.89 .................._.................. 0.41 2.57 i............................... 1.90 ............................... 0.00 0.00 ............................... 022 0.00 _ ........... ... .. ............................... 0.22 0.00 _ 022 0.00 ...... 0.22 ........... _ i 281.19 ........... _ E 0.04 .......... 0 J 281.96 Total 5.30 2.57 1.90 0.00 0.22 0.22 0.22 0.22 281.19 0.04 0.00 281.96 Unmitigated Construction Off -Site 6of11 ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio- 02 Total 2 CH 4 N20 C 2e PM70 PM10 PM2.5 PM2.5 Total Category lb/day lb/day Hauling 000 0.00 0.00 0.00 0.00 0.00 i 0.00 0.00 0.00 0.00 0.00 q O.W 0.00 Vendor ................. 0...... ............ff.................. 0.00 0.00 0.00 C................. o.00 ...... ............!.................. o.00 o.ao .................. o.oa ....... ............0.................. a.00 o.00 i.... ... "'.....• 0.0o .... .........".'...... .......... ....t.................. a.00 ..... ....0.................. 'oa' 0.00 Worker ...... ............ >.................. `,................. 0.13 0.13 ................ 1.23 ..... 0.00 ............ .............;................. 0.35 0.01 0.36 a .................. 0.01 0.01 :.............. ....;...................... 0.02 250.90 E 1 ...................... 0.01 251.17 Total 0.13 0.13 1.23 j 0.00 1 0.35 1 0.01 1 0.36 1 0.01 1 0.07 1 0.02 250.90 1 j 0.01 251.77 6of11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NO. CO S02 Fugitive PM70 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bio -0O2 I NBIo -0O2 Total CO2 CH4 N20 CO2e Category lb/day PM70 PM10 PM2.5 lb /day Total Archit. Coating Off -ROatl 4.89 ................. 0.08 i.................. 0.15 i........................ t.83 ............................... 0.00 0.00 ....... _ 0.01 0.00 ........... 0.01 0.00 _ 0.01 0.00 0.01 ..... ..... _ 281.19 ._ .............. 0.04 0.00 .......... 281.96 Total 4.97 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.04 281.96 Mitigated Construction Off -Site 7of11 ROG NO. CO S02 Fugitive Exhaust PMiOTOtaI Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM70 PM10 PM2.5 PM2.5 Total Category - lb/day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vender ................. 0.00 i.................................... 0.00 0.00 ............. .....d......................... ' 0.00 ...........: 0.00 0.00 ........ ...........:......0.00......:.. 0.00 � 0.00 ......................0.00..... i 0.00 0.00 .......... .:.... ....: ........ ............... 0.00 ........... .......... ........... 0.00 0.00 Worker ................. e..................$...... 0.13 0.13 ............c.................. p 1.23 0.00 ................................ ....;..................E...... 0.01 0.01 0.02 . ...........L ................. p 0.01 0.01 .................. p 0.02 j....... ...........5................... 250.90 � ? 6. 01 251.17 0.13 0.13 1.23 0.00 0.01 0.01 0.02 0.01 0.01 0.02 250.90 0.01 251.17 7of11 3.3 Architectural Coating Phase I - 2016 Unmitiaated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO S02 Fugitive PM10 Exhaust PM10 PM10Total Fugitive PM2.5 I Exhaust PM2.5 I PM2.5 Total I Bio -0O2 I NBio -0O2 Total CO2 I CH4 N20 CO2e Category Ib /day PM10 PM2.5 PM2.5 Ib /day Archit. Coating OR -Road 4,89 0.37 2.37 .............. 1.88 . . . . . . . . . . . . . 0.00 0.00 i . . . . . . . . . . . . . . . . . . . : . ...... . . . . . . . . . . . 0.20 0 D o ....................... ................:..................:....... 0.20 0.00 0.20 0.00 ............:.................. 0.20 a .... ............... 281.19 OA3 0.00 281.89 Total 5.26 2.37 1.88 0.00 0.20 0.20 0.20 0.20 281.19 0.03 0.00 281.89 Unmitigated Construction Off -Site 8of11 ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust I PM2.5 Bio -0O2 NBio -0O2 TotaICO2 CH 4 N20 CO2e PMtO PM10 PM2.5 PM2.5 Total Category Ib/day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 i 0.00 1 0.00 Vendor .................;..................&..... oog ............. 000 oao €................. oo0 ............................... .....d..................d...... 000 oao 000 a ................ _:..... o.00 o.o0 ............................... 000 a............. ......<..................:..... 0.00 oog 000 Worker ....................... 0.12 ............................... 0.12 i.................. 1.14 ' 0 .00 .................. <...... ............ 5 001 0.35 i . .................<............. 036 ................_..... 0.01 0.01 ............<.... 0.02 a'... ............................... i 243.92 1.................. ... ........... i 0.001 1 244.18 Total 0.12 0.12 1.14 0.00 0.35 0.01 0.36 0.01 0.01 0.02 243.92 0.01 244.78 8of11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NO. CO S02 Fugitive PM70 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bio -0O2 I NBIo -0O2 Total CO2 CH4 N20 CO2e Category lb/day PM70 PM10 PM2.5 lb /day Total Archit. Coating Off -ROatl 4.89 ................. 0.08 i.................. 0.15 i........................ t.83 ............................... 0.00 0.00 _ .......01 . 0 0.00 ........... 0.01 0.00 _ 0.01 0.00 0.01 ..... ..... _ 281.19 ._ .............. 0.03 0.00 .......... 281.89 Total 4.97 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.03 281.89 Mitigated Construction Off -Site 9of11 ROG NO. CO S02 Fugitive Exhaust PMiOTOtaI Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH 4 N20 CO2e PM70 PM10 PM2.5 PM2.5 Total Category - lb/day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor ................. 0.00 i.................................... 0.00 0.00 ............. .....d......................... ' 0.00 ...........: 0.00 0.00 ...................:.............. 0.00 ....:.......................... 0.00 i 0.00 ......... 0.00 .:.... ....: ....................... .......... 0.00 ........... ........... .......... 0.00 0.00 Worker ................. e..................$...... 0.12 0.12 ............c.................. p 1.14 0.00 ............................... .....:..................E...... 0.01 0.01 0.02 . ...........L ................. p 0.01 0.01 .................. p 0.02 j....... ...........5................... 243.92 < .................. ?......0.01.... 244.18 Total 0.12 012 1.14 0.00 0.01 0.01 0.02 0.01 0.01 0.02 243.92 0.01 244.18 9of11 3.3 Architectural Coating Phase I - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio - CO2 NBio- CO2 Total CO2 CH 4 N20 CO2e Category Ib day PM70 PM10 PM2.5 lb/day Total Archit. Coating Off -Roatl 4.89 .................._.................. 0.33 2.18 i................................ 1.87 ............................... 0.00 0.00 .. .................. 0.17 0.00 _ ........... 7......... ...................... 0.17 0.00 _ 0.17 0.00 .................. 0.17 ........... _ i 281.19 ........... _ E 0.03 .......... t281.81 Total 5.22 2.18 1.87 0.00 0.17 0.17 0.17 0.17 281.19 0.03 0.00 Unmitigated Construction Off -Site 10 of 11 ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio- 02 Total 2 CH 4 N20 C 2e PM70 PM10 PM2.5 PM2.5 Total Category lb/day lb/day Hauling 000 0.00 0.00 0.00 0.00 0.00 i 0.00 0.00 0.00 0.00 0.00 q O.W 0.00 Vendor ................. 0...... ............ff.................. 0.00 0.00 0.00 C................. o.00 ...... ............!.................. o.00 o.ao .................. o.oa ....... ............0.................. a.00 o.00 i.... ... "'.....• 0.0o .... .........".'...... .......... ....t.................. a.00 ..... ....0.................. 'oa' 0.00 Worker ...... ............ >.................. `,................. 0.11 0.11 ................ 1.05 ..... 0.00 ............ .............;................. 0.35 0.01 0.36 a .................. 0.01 0.01 :.............. ....;...................... 0.02 238.64 E 1 ...................... 0.01 238.87 Total 0.11 0.11 1.05 j 0.00 1 0.35 1 0.01 1 0.36 1 0.01 1 0.01 1 0.02 238.64 1 j 0.01 238.87 10 of 11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NO. CO S02 Fugitive PM70 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bio -0O2 I NBIo -0O2 Total CO2 CH4 N20 CO2e Category lb/day PM70 PM10 PM2.5 lb /day Total Archit. Coating Off -ROatl 4.89 ................. 0.08 i.................. 0.15 i........................ t.83 ............................... 0.00 0.00 ....... _ 0.01 0.00 ........... 0.01 0.00 _ 0.01 0.00 0.01 ..... ..... _ 281.19 ._ .............. 0.03 0.00 .......... 281.81 Total 4.97 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.03 281.81 Mitigated Construction Off -Site 11 of 11 ROG NO. CO S02 Fugitive Exhaust PMiOTOtaI Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM70 PM10 PM2.5 PM2.5 Total Category - lb/day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vender ................. 0.00 i................................................. 0.00 0.00 .....d......................... ' 0.00 ...........: 0.00 0.00 ........ ...........:......0.00......:.. 0.00 � 0.00 ......................0.00..... i 0.00 0.00 .:.... ....: ........ ............... .......... 0.00 ........... ........... .......... 0.00 0.00 Worker ................. e..................$...... 0.1t 0.11 ............c.................. p 1.05 0.00 ................................ ....';..................E...... 0.01 0.01 0.02 . ...........L ................. p 0.01 0.01 .................. p 0.02 j....... ...........5................... 238.64 ? 001 238.87 Total 0.11 0.11 1.05 0.00 0.01 0.01 0.02 0.01 0.01 0.02 238.64 0.01 238.87 11 of 11 CaIEEMod Version: CaIEEMod.2011.1.1 Newport Banning Ranch Ph 2 for paving and arch Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric City Park 20 Acre Hotel ..................................................... ............................... 75 Room Condo /Townhouse ..................................................... ............................... 68 ..................................................... ............................... Dwelling Unit Cando /Townhouse High Rise 365 Dwelling Unit Single Family Housing ..................................................... ............................... 102 Dwelling Unit Regional Shopping Center ...................................... 37. 5....... ............................... 1000sgft Other Asphalt Surfaces 7.26 Acre Date: 6/20/2011 1of11 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m /s) Utility Company Southern California Edison Climate Zone 8 2.2 Precipitation Freq (Days) 1.3 User Entered Comments 30 Project Characteristics - This file only for paving and arch coating const emissions; all other data not relevant. Land Use - Lot acreages and population from project description and Section 4.7 Construction Phase - Phases from project plan; Paving phase 2 8/1512017- 9115/2017 Arch coating phase 2 8/15/2017- 12/31/2019 Off -road Equipment - Equipment from project plan Trips and VMT - Worker /vendor trips default Grading - Export and acreage of disturbance from project description Off -road Equipment - Default paving equipment- 2 pavers, 2 paving equip, 2 rollers Off -road Equipment - Construction Off -road Equipment Mitigation - Approximately 50 -50, Tier 3 and Tier 4 const. equip. 2of11 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction Mitigated Construction ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Biu -0O2 NBio -0O2 TotaICO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total 1 I I Year Ib /day Iblday 2017 1911 . 2905 26.50 0.04 1.47 2.39 3.87 0.06 2.39 245 i 4,194.88 a 0.00 0.46 000 4,20460 2018 .................. 13.90 e................... 2.35 i................... 5.29 e....... ............i.................. 0.01 . e .................. e 1.24 0.19 ............. ...... 1.43 e..... .............. 0.02 .. o................ 0.19 a .................. 0.20 a.. .................e................... a 1,103.91 e. a 0.00 a.o6 0.00 1,105.24 2019 ...... .....13.85 e ................... 2.15 i................... i 5.04 e....... ............i.................. [ 0.01 i . e .................. o................... 1.24 0.17 i 141 e................... i 0.02 e...... ... ........a 0.17 .................a.... i 0.18 ........... ....e................... [ [ 1,087.43 0.00 0,06 0.00 1,068.65 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Mitigated Construction 3of11 ROG NOx CO S02 Fugitive Exhaust PM10Tatal Fugitive Exhaust PM25 Bio-0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Year Ib /day Ib /day 2017 16.50 E 10.75 E 25.22 E 0.04 0.06 1.04 1.10 0.06 1.04 1.10 E 4,194.88 E 0.00 0.46 0.00 4,204.60 2018 .................. 13.68 e............................... 0.50 ......L........................ 5.26 0.01 ........... e ..................:................... 0.05 0.05 0.09 e.... ..............:................ 0.02 0.04 D.O6 ........... a 1,103.91 0.00 ......................... 0.00 0.06 .......0.......... 0.00 1,105.24 2019 .................. 13.6] e ........................ 0.4] ............................... 5.03 0.01 _ .... ............ e .................. e............... 0.05 0.05 ....e...................e...... 0.09 0.02 0.05 0.06 1,087.43 0.000 .06 000 1,088.65 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3of11 3.0 Construction Detail 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment 3.2 Paving Phase 2 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx I CO S02 Fugitive PM10 I Exhaust PM10 PM10Total Fugitive PM25 I Exhaust PM25 I PM2.5 Total I Bio -0O2 NBio -CO2 ToWICOP CH4 I N20 CO2e Category Iteday PM10 PM10 I PM2.5 Ib /day Total I OH -Road Paving 4.29 ..................:................... 0.79 26.42 20.24 i................... i.............. i 0.03 ............................... 2.17 .......... ..: 0.00 2.17 ................... :................... 0.00 2.17 0.00 2.17 ................... p 2,917.65 ........... ........... ? 0,39 .......... .......... .......... 2,925.76 0.00 Total 5.06 26.42 20.24 0.03 2.17 2.17 2.17 2.17 2,917.65 0.39 0.00 0.00 2,925.76 Unmitigated Construction Off -Site 4of11 ROG NOx CO S02 Fugitive Exhaust PM10Tota1 Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category Ib /day Iblday Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.00 p........................................... 0.00 o.00 ............................... E 0.00 o.00 o.00 o.00 o.00 .. o.o0 :.................:.... 0.00 ........... .......... ....:........................ ....:........ ............... 0.0o 0.00 .......... .... 0.00 Worker ..................!................... 0.0] 0.0] i............... ............................... 0.69 0.00 .............................!..................!... - 0.23 0.01 - 0.24 - ...0..........!................ 0.01 - 0.01 - _ 0.02 ................... _ .......... ........... 155.63 0.01 .......... 155.79 Total 0.07 0.07 0.69 0.00 0.23 0.01 0.24 0.01 0.01 0.02 155.fi3 0.01 155.79 4of11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10TOtal Fugitive PM2.5 I Exhaust PM2.5 I PM25 Total Bio -0O2 NBio -0O2 Total CO2 I CH4 I N20 CO2e Category blday PM10 PM2.5 PM2.5 Iblday OH -Road Paving 1.93 0.79 10.15 19.00 i 0.03 i i 0.99 i 0.00 0.99 0.00 0.99 0,00 0.99 - 0.00 : 2,917.65: 0.39 2,925]6 0,00 Total 2.72 10.15 19.00 0.03 0.99 0.99 0.99 0.99 2,917.65 0.39 0.00 2,925.76 Mitigated Construction Off -Site 5of11 ROG NOx CO 802 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 TotaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ib /day Iblday Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.00 e................................................ 0.00 0.00 ............................... ... ......... e ............. .....e......0.00......e......0. o.00 o.00 ..... ........ .....e..... .....e.... o.go 0.60 ....a ...... ..........e..... ........... ... 0.0o ....e...... .......... ....... .......... g.00 0 D Worker ................................................... 0.07 0.07 ............................... 0.69 0.00 ............: .................:............. 0.01 0.01 .....:..................:...... 0.02 0.01 i . ..........a......0.02.....a.... 0.01 0.02 ........... ....a..... 155.63 .......... .......... 0,01 155.79 Total 0.07 0.07 0.69 0.00 0.01 0.01 0.02 0.01 0.01 0.02 155.63 0.01 155.79 5of11 3.3 Arch Coating Phase 2 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust Exhaust PM10 Total Fugitive PM25 Exhaust PM2.5 PM25 Total Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e Category I Ib1day PM10 I PM25 PM25 Ib /day Archit, Coating Oif -ROatl 13.22 ..................!................... 0.33 2.18 i....................... 1.87 ...............i............... [ 0.00 0.00 _ _ .... ............ ...... ?................... O.V 0.00 _ ........... ?.... .......... 0.1] 0.00 _ 0.17 0.00 _ _ a 0.1] ................... _ 281.19 .......... ���� �����0.03 ����� .......... 0.00 281.81 Total 13.55 2.18 1.87 0.00 0.17 0.17 0.17 0.17 281.19 0.03 0.00 281.81 Unmitigated Construction Off -Site 6of11 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e I PIM PM10 I PM25 PM25 Total Category Way Iblday Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.00 e................... 0.00 e ................... 0.00 e................... e...... 0.00 ...............................e e ' 0.00 0.00 ................... 0.00 e................... 0.00 i.............. ....e.................. 0.00 0.00 e ....... ............ e...... 0.00 0 e ............ .................. e........ ...........:................... 0.00 0,00 Worker .................. 0.40 i................... 0.38 5....................... 3.71 ..............5................ 0.01 .: ... ............ ...: 1.24 0.04 .... .. ...........:...... 1 1.28 ...........:............. 0.05 0 0 ..... 0.04 a .................. 0.09 ................... .................... 840.41 :....... ............ :........ 0,04 841.24 Total 0.40 0.38 3.71 0.01 1.24 0.04 1.28 0.05 0.04 0.09 840.41 0.04 841.24 6of11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NO. CO SO2 Fugitive PM10 I Exhaust PM10 PM10TOtal Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Tatal 1 Bio -CO2 NBio -0O2 Tue,ICO2 CH4 I N2O CO2e Category Ib /day PM10 I PM2.5 Iblday Total Archi[. Coaling Off Road 13.22 .....................................:............................... 0.08 0.15 1.83 ............................... 0.00 0.00 ............ x......0.01...... 0.01 0.00 ........... �.... .... 0.01 0.00 x......0.01 ..... 0.01 0.00 �..... 0.01 a.... ........... .......... 281.19 ' 0.03 .......... 0.00 281.81 Total 13.30 0.15 1.83 0.00 0.01 0.01 0.01 0.01 287.79 0.03 0.00 0.00 281.81 Mitigated Construction Off -Site 7of11 ROG NOx CO SO2 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Bio -CO2 NBio -CO2 Total CO2 CH4 N2O CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I I Category Ib /day Ib /day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 vendor .................. L............................................................ o.00 0.00 o.og 0,00 ..............e................ .. e o.00 a.00 ....... .... ........ e.......... .... ..... b..... ........ ..... d ..... .0. ........ 0.00 0.00 0.00 0.00 .b......... .... ...... 6............ 0.00 a.00 a.00 Worker .................. 5................... 0.40 0.38 ................... 3.71 .................._.... 0.01 .............e................. . a 0.05 0.04 i ................... a................... a.................. a.................. 0.09 0.05 0.04 0.09 840.x1 0.04; 841.24 Total 0.40 0.38 3.71 0.01 0.05 0.04 0.09 0.05 0.04 0.09 640.41 0.04 841.24 7of11 3.3 Arch Coating Phase 2 - 2018 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10Total Fugitive PM25 I Exhaust PM25 I PM25 Total Bio -0O2 NBio -0O2 Total CO2 I CH4 I N20 CO2e Category blday PM10 PM2.5 PM2.5 Iblday Archit. Coating Off Read 13.22 ................ .....................i................... 0.30 z.00 i... ............................... € o.ao 0.00 g.ts 0.00 ........... 0.15 0.00 .. .........s......0.........a.... 0.15 0.00 0.15 ........... " " - "" 281.19 .......... 0,03 .......... 0.00 281.75 1 13.52 2.00 1.85 0.00 0.15 0.15 0.15 0.15 281.19 0.03 0.00 281.]5 Unmitigated Construction Off -Site 8of11 ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ib /day Iblday Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. e................................................ 0.00 0.00 0.00 ............................... 0.00 ... ......... e o.00 0.00 ............. .....e......0.00......e......0. 0.00 0.00 ..... ........ .....e..... .....e.... o.g0 0.00 ....a ...... ..........e..... ........... ... 0.00 ....e...... ���������� ����� .......... ... .......... 0.00 0 D Worker ................................................... 0.35 ............................... ; 3.43 0.01 ; ............: .................:............. 1.24 0.04 ; .....:..................:...... 1.28 ; 0.02 i 0.04 ; 0.05 ........... 622.72���� .......... .......... �����0,04 ����� � 823.49 038 0.35 3.43 0.01 1.24 0.04 1.28 0.02 0.04 0.05 822.72 0.04 823.49 8of11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NO. CO SO2 Fugitive PM10 I Exhaust PM10 PM10TOtal Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Tatal 1 Bio -CO2 NBio -0O2 Tue,ICO2 CH4 I N2O CO2e Category Ib /day PM10 I PM2.5 Iblday Total Archi[. Coaling Off Road 13.22 .....................................:............................... 0.08 0.15 1.83 ............................... 0.00 0.00 ............ x......0.01...... 0.01 0.00 ........... �.... .... 0.01 0.00 x......0.01 ..... 0.01 0.00 �..... 0.01 a.... ........... .......... 281.19 ' 0.03 .......... 0.00 281]5 Total 13.30 0.15 1.83 0.00 0.01 0.01 0.01 0.01 287.79 0.03 0.00 0.00 281.75 Mitigated Construction Off -Site 9of11 ROG NOx CO SO2 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Bio -CO2 NBio -CO2 Total CO2 CH4 N2O CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I I Category Ib /day Ib /day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 v endor .................. L..................................... o.00 0.00 . o.og ...................... 0,00 ......................... e .. ... .. e o.00 a.00 ....... .... ........ e.......... .... ..... b............. ..... d ..... .... ........ 0,00 0,00 0.00 o.og .b......... .......... 6............ 0,00 a.00 a.00 Worker .................. 5................... 0.36 0.35 ................... 3.43 s............. ....._.................e...... 0.01 ...........a 0.05 0.04 i ...... .... ...... ....... ....... ......a...............a....... .....a...... .....a 0.09 0.02 i 0.04 j 0.05 ........... ................... .... ""a 822.72 :..... ....e...... .......... ...... .......... 0.04 823.49 Total 0.38 0.35 3.43 0.01 0.05 0.04 0.09 0.02 0.04 0.05 822.72. 0.04 823.49 9of11 3.3 Arch Coating Phase 2 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust xhau PM10 TOtal Fugitive PM25 Exhaust PM2.5 PM25 Total Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e Category Ib1day PM10 I PM25 PM25 I Ib /day I Archit, Coating OP -Road 13.22 .................. 0.2] !................... � 1.83 i....................... � 1.84 ...............j............... 0.00 0.00 _ _ ....? ............ ...... ?................... 9.13 0.00 _ ........... ?.... .... 0.13 0.00 _ ?................ 0.13 0.00 _ _ 0.13 ........... _ 281.19 .......... ������������������������ 0.02 .......... 0.00 28169 Total 13.49 1.83 1.84 0.00 0.13 0.13 0.13 0.13 281.19 0.02 0.00 281.69 Unmitigated Construction Off -Site 10 of 11 ROG NOx CO 502 Fugitive Exhaust PM19Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PIM PM10 I PM25 PM25 I Total I I I I Category Way Iblday Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 0.00 e................... 0.00 e ................... 0.00 e................... e...... 0.00 ...............................e e ' 0.00 0.00 ................... 0.00 e................... 0.00 i.............. ....e.................. 0.00 0.00 e ....... ............ e...... 0.00 0 e ............ .................. e........ ...........e................... 0.00 0,00 Worker .................. 0.36 i............................................ 0.32 3.20 ............................... 0.01 _ _ .. ..................?..................?........... 1.24 0.04 1.28 _ ....... 0.02 _ ?.................i..... 0.04 0.05 _ ................... _ 808.24 ............................................ 0,03 ...... 806.96 0.36 0.32 3.20 0.01 1.24 0.04 1.28 0.02 0.04 0.05 806.24 0.03 806.96 10 of 11 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NO. CO SO2 Fugitive PM10 I Exhaust PM10 PM10TOtal Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Tatal 1 Bio -CO2 NBio -0O2 Tue,ICO2 CH4 I N2O CO2e Category Ib /day PM10 I PM2.5 Iblday Total Archi[. Coaling Off Road 13.22 .....................................:............................... 0.08 0.15 1.83 ............................... 0.00 0.00 ............ x......0.01...... 0.01 0.00 ........... �.... .... 0.01 0.00 x......0.01 ..... 0.01 0.00 �..... 0.01 a.... ........... .......... 281.19 ' 0.02 .......... 0.00 281.fi9 Total 13.30 0.15 1.83 0.00 0.01 0.01 0.01 0.01 287.79 0.02 0.00 0.00 281.89 Mitigated Construction Off -Site 11 of 11 ROG NOx CO SO2 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Bio -CO2 NBio -CO2 Total CO2 CH4 N2O CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I I Category Ib /day Ib /day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 vendor .................. L............................................................ o.00 0.00 o.og 0,00 ..............e................ .. e o.00 a.00 ....... .... ........ e.......... .... ..... b............. ..... d ..... .0. ........ 0,00 0,00 0.00 o.og .b......... .... ...... 6............ 0,00 a.00 a.00 Worker .................. 5................... 0.36 0.32 ................... 3.20 s.................._.... 0.01 .............e................. . a 0.05 0.04 ................... a.......... ......... a........ ..... ..... a...... 0.09 0.02 0.04 0.05 806.24 . ............................... 0.03 806.96 Total 0.36 0.32 3.20 0.01 0.05 0.04 0.09 0.02 0.04 0.05 806.24 0.03 806.96 11 of 11 CaIEEMod Version: CalEEMod.2011.1.1 Newport Banning Ranch Ph 3 for paving and arch Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric _ City Park 2 Acre Condo/Townhouse ..................................................... ............................... 67 Dwelling Unit CondolTownhouse High Rise ..................................................... ............................... 3fi5 Dwelling Unit Single Family Housing ..................................................... ............................... 180 Dwelling Unit Regional Shopping Center ..................................................... ............................... 37.5 1000sgft Other Asphalt Surfaces 10.47 Acre 1.2 Other Project Characteristics Urbanization Urban Wind Speed (ni Utility Company Southern California Edison Climate Zone Precipitation Freq (Days) 2.2 Date: 6/20/2011 1 of 15 1.3 User Entered Comments 30 Project Characteristics - This file only for paving and arch coating const emissions; all other data not relevant. Land Use - Lot acreages and population from project description and Section 4.7 Construction Phase - Phases from project plan: Paving 8115 to 9/15/2019; Arch Coating 8115/2019- 11/20/2023 Off -road Equipment - Equipment from project plan Trips and VMT - Worker /vendor trips calculated from CaIEEMod Appx A Grading - Export and acreage of disturbance from project description Off -road Equipment - Default equipment for paving: 2 Pavers, 2 Paving Equipment; 2 Rollers Off -road Equipment - Construction Off -road Equipment Mitigation - Approximately 50 -50 Tier 3 and Tier 4 construction equipment mitigation 2of15 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction Mitigated Construction ROG Nov CO 502 Fugitive Exhaust PM10 TOtaI Fugitive Exhaust PM2.5 Bio- CO2 Neio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I ToGI I I Year Iblday Wday 2019 1178 E 2542 E 25.57 E 0.04 143 2.00 3.42 0.02 1.99 2.01 E 4,135]3 E 0.00 040 0.00 4.144.15 2020 ......6..6 i................... 1 9 1.......... ........................... 471 0.01 ........ 120 ................ 0.15 ........ 1.35 o. ........ 002 o.................. 4 0.15 .................. 0.16 o...................:.. . ....... i 1,042.81 r............... ....:................... a 0.00 0.05 ................... 000 1043.93 2021 663 i i]9 4.53 0.01 1.20 013 j 1.33 .....x........... j 0.02 0.13 ........... 015 ? 1,031.33 [ 0.00 0.05 0.00 1,032.36 2022 .................. 6.61 i .... ............... 1.65 i................... 4.37 i....................................... 0.01 1.20 ...... ............. 0.12 ........:...................:. 1.32 0.02 .......a...... 0.12 0.13 = 1,018.98: 0.00 .................... 0.05 0.00 1.019.96 2023 .................. 6.58 i................... 153 1....... ...........2................... 4 22 0 01 i......................... 1 20 0.11 i 1.31 0 02 j 0.11 i 0.12 ........... ....:..... 1.00] 55 ..............:...... i 0.00 0 04 0:00 1,00846 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Mitigated Construction 3of15 ROG NO. CO S02 Fugitive Exhaust PMiOTotal Fugitive Exhaust PM2.5 Bite- CO2 NBIO -0O2 Total CO2 CH4 N20 CO2a PM10 PM10 I PM2.5 PM2.5 I Total I Year Iblday lb/day 2019 9.]] 1013 2457 0.04 005 1.05 1.10 002 104 1.06 i 4,135]3 i 0.00 0.40 0.00 4.144.15 2020 651 a........... a 0.43 ;................... , 411 ................... 0.01 i................... e...... 0.04 '; O.0.5. "'0:09 " "'': "" "0.02 " " "" "'0.04 " " "� "" "0:06 " "' "'i,042.81 e........... ........ e........ '; 0.00 '; ...........e................... 0.05 ....... 1,043.93 2021 .................. 6.50 i .............................................. 041 455 ............................... 0.01 i ................. 0.04 0.05 i ................... 0.09 i................... 0.02 i.................. 0.04 i... ........ ....... 0.06 a ................... a............. ....:...................:...... 1,031.33: 0.00 0.05 0.00 1.032.36 ..................................... 3.......................... ............................... .......... 1, 01898 i 0.00 i 0.05 i 0.00 1019.96 2023 .................. 6.4] ....................i.. 0.38 ............................... 424 0.01' 0.04...........0 �05j 0.09 0.02 ............0.04 .....0.06.....[ .................:................... 1,00].55 i....................................... 0.00 0.04 0.00 1.008.46 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3of15 3.0 Construction Detail 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment 3.2 Paving Phase 3 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx I CO 502 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive Evil Exhaust PM25 PM25 Total 1 o -0O2 Neio -0O2 Total CO2 I CH4 I N20 CO2e Category Ibltlay PM10 I PM2.5 PM2.5 lb/day Off-Road Paving 3]6 ........ig ......................................................... 1.25 2122 20.05 0.03 ............................... 1.82 ............... O.pO 1.82 ...0...........�............... a.00 1.82 0.00 1.82 ������������- 0.00 : 2,928.86 ........... ........... : 0.34 .......... .......... .......... 2,935.95 a ao Total 5.01 23.22 20.05 0.03 1.82 1.82 1.82 1.82 2,928.86 0.34 0.00 2,935.95 Unmitigated Construction Off -Site 4of15 ROG NOr CO S02 Fugitive Exhaust PMiOTatei Fugitive Exhaust PM2.5 Bio- CO2 Neio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total Category lb/day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ventlor .................. g.go i.................. r....... a.00 ............................... 0.00 a.0o .......................... ............ 0.00 0.00 a ................... 0,00 i.................. 0.06 a................. 0.00 i.................. a.... 0,00 ........... ....a ..................:..... 0.00 .......... ....:......0..........:..... g.ao .......... 0.60 Worker .................._............................................. g,m 0.06 0.59 ..............................- 0.00 :............. ..............................0 0.23 0.01 - 024 - 00......!...... 0.00 - .. .........; 0.01 ................. - - 0.01 ................... _ 149.30 .......... 0.07 .......... 149.44 Total 0.07 0.06 0.59 0.00 0.23 0.01 0.24 0.00 0.01 0.01 149.30 0.01 149.49 4of15 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 I Exhaust PM10 PMIDTota1 Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bio- CO2 NBIa -CO2 Total CO2 CH4 I N20 CO2e Category Iblclay, PM10 I PM2.5 PM2.5 Iblday, Off -Road Paving 1.94 ..................................... 125 10.21 19.07 i................... i 0.03 i............. ............................... - 0.99 ............ - 0.00 0.99 ................... - ................... 000 0.99 - ...... 0.00 0.99 0.00 i 2,928.86 - i 0.34 2.935.95 0.00 Tolal 3.19 10.21 19.07 0.03 0.99 0.99 0.99 0.99 2,928.86 0.34 0.00 2,935.95 Mitigated Construction Off -Site 5of15 ROG NO. CO S02 Fugitive Exhaust PM10Total Fugitive Exhaue[ PM25 Bio -0O2 Neio -CO2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total I 1 I Category Ib /clay IWcay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OCCO Vendor .................. e................... 0,00 0.00 ................... 0.00 .................. 0.00 ................... e ............... ...4 0.00 0.00 ....... ............ e.......... ......... a.. ................ e.................. e................... 0.00 0.00 0.00 0.00 e................... 0.00 e................... i................... e............ ....... 0.00 0.00 MMMM Worker .................. L...................>......................................... OID 0.06 0.59 0.00 .............b................. e 0.01 0.01 ................... e....... ............4.................. e..... ............ a ................... 0.02 0.00 0.01 0.01 a....149...... ....;...................r...... i 149.30 - i 0.01 149.44 Total 0.07 0.06 0.59 0.00 0.01 0.01 0.02 0.00 0.01 0.01 199.30 0.01 149.44 5of15 3.3 Arch Coating Phase 3 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive PM 10 Exhaust PM10 PM10 TOtal Fugitive PM2.5 Exhaust PM2.5 PM25 Total Bio -0O2 Neio -0O2 Total CO2 CH4 N20 CO2e Category PPM2.5 Wday PM2.5 Total IWday Archit Coating Off -Road 609 .................._...... 0.27 1. 83............. 1. 84.................... ........................ F 0.00 0.00 ?...... _ F 0.13 ' 0.00 _ ........... 0,13 I 0.00 _ I 0.13 0.00 _ _ ................. 0.73 ...: .................:. ................... 281.19 .... ........... .......... 0.02 .......... 0.00 281.69 Total 6.36 1.83 1.89 0.00 0.13 0.13 0.13 0.13 281.19 0.02 0.00 281.69 Unmitigated Construction Off -Site 6of15 ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid- CO2 NBio -0O2 Total CO2 CH4 PPM2.5 PM2.5 Total Category IWday Wday Hauling 000 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 tN20002e .......... 0.00 e................... 0.00 ................... 0.00 e................... i...... 0.00 .............e................. e 0.00 0.00 ................... 0.00 e.................. 0.00 i.......... .......e..................e.... 0.00 0.00 ........... ....c...... ............ 0.00 e..... .... e .................. .......... 0.00 e.vendor Worker ........................................................ 0.31 3.08 ............................... 0.01 1.20 004 1.24 0.02 ... ............................... 0.04 0.05 ...: .... .................... 77fi.38 0.03 Total 0.35 0.31 3.08 0.01 1.20 0.04 1.24 0.02 0.04 0.05 776.38 0.03 6of15 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 I Exhaust PM10 PMIDTota1 Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bic, CO2 I NBla. CO2 Total CO2 I CH4 N20 CO2e Category Iblday, PM10 I PM2.5 PM2.5 Iblday 1 Archii, Coating Off -Road 6.09 ...... ............................... 008 0.15 i ....... ............................... 1.83 i 0.00 0,00 ......................... ............ - 0.01 0.00 ................... - ................... 0.01 ` 0.00 - ......0........... 0.01 000 ................... 001 281�19����: ���������� �����0.02 ���� ���������� 0.00 281.69 Total 6.17 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.02 0.00 281.69 Mitigated Construction Off -Site 7of15 ROG NO. CO S02 Fugitive Exhaust PM10Total Fugitive Exhaue[ PM25 Bio -0O2 NBio -CO2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total I 1 I Category Ih /day IWcay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OCCO Vendor .................. e................... 0,00 0.00 ................... 0.00 .................. 0.00 ................... e ............... ...4 0.00 0.00 ....... ............ e.. ................. 6.................. e.................. 0.00 0.00 0.00 0.00 e................... e................... 0.00 e.............. .....i...................i..... .......... 0.00'. ,b Worker ..... 0. 35..... 6 ......0... ................08..... .....0.01......i_..- 0.04...- q......0.04.... .....0.08.... .....0.02.... ......0.04..... ..- .0.05..... ........... 6....]7638....$ .......... .....0.03..... ........., Total 0.35 0.31 3.08 0.01 0.04 OA4 0.08 0.02 0.04 0.05 ]]fi.38 0.03 777.07 7of15 3.3 Arch Coating Phase 3 - 2020 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 TOtal Fugitive PM2.5 Exhaust PM2.5 PM25 Total Bio -0O2 Neio -0O2 Total CO2 CH4 N20 CO2e Category I I IWtlay PM10 PM2.5 PM2.5 IWtlay Archit Coating Off -Road 609 ..................................................................... 0.24 ' 1.68 1.83 ............................... 0.00 0.00 ...1.. ...... _ 0.11 0.00 ....................... ..................... _ ........... 0,17 0.00 _ 0.11 0.00 _ _ �..................: I 0.71 ................... _ : ����281.19 ���', .......... �����0.02 ����� .......... 0.00 281.65 Total 6.33 1.68 1.83 0.00 0.11 0.11 0.11 0.11 281.19 0.02 0.00 281.65 Unmitigated Construction Off -Site 8of15 ROG NOx CO S02 Fugitive Exhaust IPMIOT.t.11 Fugitive Exhaust PM2.5 Bid- CO2 NBio -0O2 Total CO2 CH4 N20 CO2e I I PM10 PM10 PM2.5 PM2.5 Total Category May Malay Hauling 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. a.ao e................... 0.00 i................... 0.00 e................... i...... 0.00 .............e................. e 0.00 0.00 ................... 0.00 e.................. 0.00 i................. 0.00 e..................e....c...... 0.00 ........... ............ 0.00 .......... e..... 1111 e .................. 0.00 e..... 1111 .......... ff769.'R Worker ................... 0.34 ............................................................................... 0.28 i 2.88 0.01 ................... 1.20 0.04 124 0.02 .. ............................... 0.04 0.05 ...: ........................... 761.63 0.03 0.34 0.28 2.88 0.01 1.20 0.04 1.24 0.02 0.04 0.05 761.63 0.03 8of15 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 I Exhaust PM10 PMIDTota1 Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bic, CO2 I NBla. CO2 Total CO2 I CH4 N2O CO2e Category Iblday, PM10 I PM2.5 PM2.5 Iblday Archii, Coating Off -Road 6.09 ...... ............................... 008 0.15 i ....... ............................... 1.83 i 0.00 0,00 ......................... ............ - 0.01 0.00 ................... - ................... 0.01 ` 0.00 - ......0........... 0.01 000 ................... 001 281�19����: ���������� �����0.02 ���� ���������� 0.00 281.65 Total 6.17 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.02 0.00 281.65 Mitigated Construction Off -Site 9of15 ROG NO. CO SO2 Fugitive Exhaust PM10Total Fugitive Exhaue[ PM25 Bio -CO2 NBio -CO2 Total CO2 CH4 N2O CO2e PM10 PM10 I PM2.5 PM2.5 Total I 1 I Category Ih /day IWcay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OCCO Vendor .................. e................... 0,00 0.00 ................... 0.00 .................. 0.00 ................... e ............... ...4 0.00 0.00 ....... ............ e.......... ......... a.. ................ e.................. e................... 0.00 0.00 0.00 0.00 e................... 0.00 e................... i................... e............ ....... 0.00 0.00 Worker .................. L ................... 0.34 0.28 >........................................ 288 0.01 ..............b................ e 0.04 0.04 ................... e.......... ......... e........ ..... ..... d...... ...... ..... . a ................... 0.08 002 004 005 a................... i 761.63 ;...................r................... 0................... i 0.03 � 762.28 Total 0.34 0.28 2.88 0.01 0.04 IN 0.08 0.02 0.04 0.05 ]fii.fi3 0.03 762.28 9of15 3.3 Arch Coating Phase 3 - 2021 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO S02 Fugitive PMiO I Exhaust PM10 PM10Tctal Fugitive PM2.5 Exhaust PM2.5 I PM25 Total Bio- CO2 NBio -0O2 Total CO2 I CH4 I N20 CO2e Category Ib /day PM10 PM2.5 PM2.5 lb /day Archit. Coating Off Road 609 .................. 0.22 ............................................. 1.53 1.82 ............................... 0.00 0.00 . .................. . 0.09 000 ................... .................... 0 .09 000 ................ 0. 0.09 000 0.09 ` 281.19 ' 0.02 0.00 281.60 Total 6.31 1.53 1.82 0.00 0.09 0.09 0.09 0.09 281.19 0.02 0.00 281.60 Unmitigated Construction Off -Site 10 of 15 ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio- CO2 NBio -0O2 Tote CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb /day lb /day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. 000 L................... 0.00 ................... 0.00 .................. 0.00 .................. b .................. e................... 0.00 0.00 e................... 0.00 e .................. 0.00 d.................. b................... 0.00 0.00 6...... ............. 0.00 r.......... ......... r................... F.................. . 0.00 0.00 Worker .................. 0.32 i...................i......................... 0.26 2.72 ............................... ' B.a1 5 .................. 5................... 1.zB g.ga 5...... 1.za ............5.................5 O.BZ O.Ba. 0.05 ........... .......... � ]50.14 .......... .......... ....•...... " " " " " " " "' 0.03 750.77 0.32 0.26 2.72 0.01 1.20 0.04 1.24 0.02 0.04 0.05 750.14 0.03 7M.71 10 of 15 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBIa -0O2 Total CO2 CH4 N20 CO2e Category Ith/day, PM10 I PM2.5 PM2.5 Ith/day, 1 Archii, Coating Off -Road 6.09 ........'69 ........................ 008 0.15 i................... i.............. 1.83 ............................... 0.00 0,00 ............ - 0.01 0.00 ................... - ................... 0.01 ` 0.00 - ......0........... 0.01 000 _...... 001 281�19: - 0.02 0.00 281.60 Total 6.17 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.02 0.00 281.60 Mitigated Construction Off -Site 11 of 15 ROG NO. CO S02 Fugitive Exhaust PM10Total Fugitive Exhaus[ PM25 Bio -0O2 NBio -CO2 Tote CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total I 1 I Category Ih /day IWtlay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OCCO Vendor .................. e................... 0,00 0.00 ................... 0.00 .................. 0.00 ................... e ............... ...4 0.00 0.00 ....... ............ e.......... ......... a.. ................ e.................. 0.00 0.00 0.00 0.00 e................... e................... 0.00 e................... i................... e............ ....... 0.00 0.00 Worker .................. L...................>...... 0.32 0.26 ..............................i 2]2 0.01 ..... .............b................. e 004 0.04 i ................... e.......... .... ..... e........ ..... ..... d..... ............ .s......... 0.08 0.02 004 005 .......... 6................... 50,1:................... ]50.14 r......0......... i i 0.03 i 750.]7 Total 0.32 0.26 2.72 0.01 0.04 0.04 0.08 0.02 0.04 0.05 750.14 0.03 750.77 11 of 15 3.3 Arch Coating Phase 3 - 2022 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive PM 10 Exhaust PM10 PM10 TOtal Fugitive PM2.5 Exhaust PM2.5 PM25 Total Bio -0O2 Neio -0O2 Total CO2 CH4 N20 CO2e Category PPM2.5 IWtlay PM2.5 Total IWtlay Archit Coating Off -Road 609 ..................................................................... 0.20 ' 1.41 1.81 ............................... 0.00 0.00 ...... ...... _ 0.08 0.00 ....................... ..................... _ ........... 0.08 0.00 _ 0.08 0.00 _ _ ' .................. 008 ................... _ : ����261.19 ���', .......... �����0.02 ����� .......... 0.00 281.57 Total 6.29 1.41 1.81 0.00 0.08 0.08 0.08 0.08 281.19 0.02 0.00 281.57 Unmitigated Construction Off -Site 12 of 15 ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid- CO2 NBio -0O2 Total CO2 CH4 N20 PPM2.5 PM2.5 Total Category May Wday Hauling 000 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 vendor .......... 0.00 ................... 0.00 ................... 0.00 e................... i...... 0.00 .............e................. 0.00 0.00 ................... 0.00 e.................. 0.00 i.......... .......e..................e.... 0.00 0.00 ........... ....c...... .. ..........e 0.00 ..... ....:..................:..... .......... 0.00 VCO2e .........e ...............................:...................:............... 0.37 ' 0.25 i 2.56 .................................... 0.01 .......: 1.20 004 ...................:... 124 ...0...........:......0.04...._ 0.02 .. 0.04 .................. 0.05 .... ...: .... .................... _ ........... _ 737.79 .......... ........... 0.03 .........Worker 0.31 0.25 2.56 0.01 1.20 0.04 1.24 0.02 0.06 0.05 737.79 UA3 12 of 15 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBIa -0O2 Total CO2 CH4 N20 CO2e Category Ith/day, PM10 I PM2.5 PM2.5 Ith/day, 1 Archii, Coating Off -Road 6.09 ........'69 ........................ 008 0.15 i................... i.............. 1.83 ............................... 0.00 0,00 ............ 3 0.01 0.00 ................... 3....... ............3......0........... 0.01 ` 0.00 0.01 000 _...... 001 281�19: - 0.02 0.00 281 57 Total 6.17 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.02 0.00 281.57 Mitigated Construction Off -Site 13 of 15 ROG NO. CO S02 Fugitive Exhaust PM10Total Fugitive Exhaus[ PM25 Bio -0O2 NBio -CO2 Tote CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total I 1 I Category Ih /day IWtlay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OCCO Vendor .................. e................... 0,00 0.00 ................... 0.00 .................. 0.00 ................... e ............... ...4 0.00 0.00 ....... ............ e.......... ......... a.. ................ e.................. 0.00 0.00 0.00 0.00 e................... e................... 0.00 e................... i................... e............ ....... 0.00 0.00 Worker .................. L ................... 0.31 0.25 .................................... 256 ...................b........... 0.01 ...... e 0.04 0.04 i ................... e.......... .... ..... e........ ..... ..... d..... ............ .s......... 0.08 0.02 004 005 .......... 6............ ....... ]3]]9 :................... r......0......... i i 0.03 i 73839 Total 0.31 0.25 2.56 0.01 0.04 0.04 0.08 0.02 0.04 0.05 73].]9 0.03 738.39 13 of 15 3.3 Arch Coating Phase 3 - 2023 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive PM 10 Exhaust PM10 PM10 TOtal Fugitive PM2.5 Exhaust PM2.5 PM25 Total Bio -0O2 Neio -0O2 Total CO2 CH4 N20 CO2e Category I I IWtlay PM10 PM2.5 PM2.5 IWtlay Archit Coating ENEENE Off -Road 609 ..................................................................... 0.19 ' 1.30 1.81 ............................... 0.00 0.00 ...... ...... _ 0.07 0.00 ....................... ...................... _ ........... 0.07 0.00 _ 0.07 0.00 _ _ �..................: 007 ................... _ : ����281.19 ���', .......... �����0.02 ����� .......... 0.00 281.54 Total 6.28 1.30 1.81 0.00 0.07 0.07 0.07 0.07 281.19 0.02 0.00 281.54 Unmitigated Construction Off -Site 14 of 15 ROG NOx CO S02 Fugitive Exhaust IPMIOT.t.11 Fugitive Exhaust PM2.5 Bid- CO2 NBio -0O2 Total CO2 CH4 N20 CO2e I I PM10 PM10 PM2.5 PM2.5 Total Category May Malay Hauling 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 o.00 0.00 0.00 Vendor .................. 6.ao e................... 0.00 i................... 0.00 e................... i...... 0.00 .............e................. e 0.00 0.00 ................... 0.00 e.................. 0.00 i................. 0.00 e..................e....c...... 0.00 ........... ............ 0.00 .......... e..... .... e .................. 0.00 e..... .... .......... E726.97 Worker ................... 0.30 ............................................................................... 0.23 i 2.41 0.01 ................... 1.20 0.04 124 0.02 .. ............................... 0.04 0.05 ...: .... .................... 726.36 0.03 0.30 0.23 2.41 0.01 1.20 0.04 1.24 0.02 0.04 0.05 726.36 0.03 14 of 15 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO SO2 Fugitive PM10 I Exhaust PM10 PMIDTota1 Fugitive PM2.5 Exhaust PM2.5 I PM2.5 Total I Bic, CO2 I NBla. CO2 Total CO2 I CH4 N2O CO2e Category Iblday, PM10 I PM2.5 PM2.5 Iblday 1 Archii, Coating Off -Road 6.09 ...... ............................... 008 0.15 i ....... ............................... 1.83 i 0.00 0,00 ......................... ............ - 0.01 0.00 ................... - ................... 0.01 ` 0.00 - ......0........... 0.01 000 ................... 001 281�19����: ���������� �����0.02 ���� ���������� 0.00 281 SO Total 6.17 0.15 1.83 0.00 0.01 0.01 0.01 0.01 281.19 0.02 0.00 281.54 Mitigated Construction Off -Site 15 of 15 ROG NO. CO SO2 Fugitive Exhaust PM10Total Fugitive Exhaue[ PM25 Bio -CO2 NBio -CO2 Total CO2 CH4 N2O CO2e PM10 PM10 I PM2.5 PM2.5 Total I 1 I Category Ih /day IWcay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OCCO Vendor .................. e................... 0,00 0.00 ................... 0.00 .................. 0.00 ................... e ............... ...4 0.00 0.00 ....... ............ e.......... ......... a.. ................ e.................. 0.00 0.00 0.00 0.00 e................... e................... 0.00 e................... i................... e............ ....... 0.00 0.00 Worker .................. L ................... 0.30 0.23 >........................................ 241 0.01 ..............b................ e 0.04 OO4 ................... e.......... ......... e........ ..... ..... d...... ............ 0.08 002 004 005 s ......... .......... a................... i 726.36 0................... ;...................r................... i 0.03 726.92 Total 0.30 0.23 2.41 0.01 0.04 0.04 0.08 0.02 0.04 0.05 726.36 0.03 726.92 15 of 15 CalEEMod Version: CalEEMai.2011.1.1 Newport Banning Ranch buildout 060911 Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric City Park 28 Acre Hotel ................................................... ............................... 75 Room Condo/Townhouse ................................................... ............................... 222 Dwelling Unit Condo/Townhouse High Rise ................................................... ............................... 730 Dwelling Unit Single Family Housing ......... ............................423 Dwelling Unit Regional Shopping Center 75 1000sgft 1.2 Other Project Characteristics Urbanization Urban Wind Speed (ni Utility Company Southern California Edison Climate Zone Precipitation Freq (Days) 2.2 Date: 8/29/2011 1 of 52 1.3 User Entered Comments 30 Project Characteristics - All operational, most const; arch coating and paving run separately. Land Use - Lot acreages and population from project description and Section 4.7 Construction Phase - All phases from project plan. Paving and arch coating calculated separately. Off -road Equipment - Build 1 - 1 Crane, 3 forklift, 1 generator, 2 welder, 2 trac /loader /backhoe Off -road Equipment - Build 2 - 1 Crane, 3 forklift, 1 generator, 2 welder, 2 trac/loader /backhoe Off -road Equipment - Build 3 - 1 Crane, 3 forklift, 1 generator, 2 welder, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Grading 2- 2 Excavator, 1 grader, 1 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Grading 3- 2 Excavator, 1 grader, 2 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Grading 1- 2 Excavator, 1 grader, 1 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Rem 1- 1 Excavator, 1 grader, 2 dozer, 1 scraper, 2 trac/loader /backhoe Off -road Equipment - Equipment from project plan; Rem 2- 1 Excavator, 1 grader, 2 dozer, 1 scraper, 2 trac /loader /backhoe Off -road Equipment - Equipment from project plan; Rem 3- 1 Excavator, 1 grader, 1 dozer, 1 scraper, 2 tracloader /backhoe Trips and VMT - Worker /vendor trips calculated from CaIEEMod Appx A factors Grading - Export and acreage of disturbance from project description Construction Off -road Equipment Mitigation - Engine mitigation - All Tier 3 Dust mitigation - per Rule 403 2of52 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction PM10 I PM10 I I PM2.5 I PM2.5 I T.MI 23.91 175.52 119.71 0.24 50.10 , 8.57 58.67 1005 8.57 18.62 , 24,327.52 0.00 2.13 0.00 3 of 52 Mitigated Construction - All Tier 3 4 of62 ROG Nos CO S02 Fugitive Exhaust Fugitive Exhaust PM2.5 Bio-0O2 Ntho-COIToWICOI CH4 N20 CO2e I IPM10-rotal I I I 2014 1336 86 25 97,91 0 18 i 36,93 5,86 42,79 3.91 5,86 9.77 18,791.96 0,00 1 75 0.00 l8r82871 : 97,57 11T74 011 21M 7.10 28 2017 22,57 127A9 1114.77 032 2&42 9.28 37 70 2.96 9.28 1224 31,635.93 0,00 2�23 0,00 31 682 74 2020 0,21 13,49 4,30 0.20 4.24 2022 OAO 2,11 tal NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4 of62 3.0 Construction Detail 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment Water Exposed Area 3.2 Remediation 1 - 2014 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CC 502 Fugitive PM10 Exhaust PM10 PM10Tdal Fugitive PM2.5 I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 N20 CO2e Category Ib /tlay PM10 PM2.5 PM2.5 lb/day Fugitive Dust OR -ROatl .................. 10.34 i................... ' 83.5] i................... 4].0] i ............ ............................... 0.09 1242 000 ..... .......:......3...........:.... 3.85 1242 3.85 662 ........... ....p 0.00 .................. .:................._.... 3.85 6.62 3.85 .......... .......... ......... ............... .......;.... 9,508.88 0.93 ......... 0.00 9,528.32 Total 10.34 83.57 47.07 0.09 12.42 3.85 16.27 6.62 1 3.85 10.47 1 1 9,508.88 0.93 0.13 91528.32 Unmitigated Construction Off -Site 5of52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 N13io -0O2 total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I I Category lb/day loony Hauling 033 344 2.14 0.01 29.10 0.13 2924 002 0.13 0.15 591.53 0.02 Vendor .................. 0.00 i.........0 0............ 0. 00..... i..... ............................... D.DO a .................. 0.00 o.oa a.................. a.................. D.oO o.00 �................. y................. D.00 o.oa .......... ..... ...........0 ............... a.a0 .......... ............................ 0.0o ......... Worker .....................................:................................ 0.11 0.11 L05 ............................... 0.00 ............:......0....... 0.28 0.01 ....; 0.29 ........................0, 0.01 0.01 01......;......0.02 ..... 0.02 ..... ..... . .. ..... :.... .......... 20083 .......... ...._....................... 0.01 ......... r7920894 Total 0.44 3.55 3.19 0 01 29.38 0.14 29.53 0.03 0.14 0.17 792 36 0 03 5of52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10TOtal Fugitive Exhaust PM25 Bio -CO2 NBio -0O2 T.lalCO2 CH4 N2O CO2e PM10 PM10 PM2.5 PM25 I Total Category Ibiday Iblday Iblday Hauling Fugitive Dust 3.44 2.14 0.01 i 29.10 i 0.13 4.84 0.00 484 2.58 0,00 2.58 0.02 591.88 vendor 0.00 Off -Road ..................i...................t...................i............ 6.84 44.09 48.]5 ......e..................3..... .............b..... 0.09 2.96 2...........e.... 2.96 ........... ....E...................i...... 296 ��.........o-... 2.96 ....e.... ��������� ���� .......... .......... ......... 9,508.88: 0.93 � � 9,528.32 Total 6.84 44.09 48.75 0.09 4.84 2.96 7.80 2.58 2.96 5.54 0.44 9,508.88 0.93 9,528.32 Mitigated Construction Off -Site 6 of 52 ROG Exhaust PM10TOtal Fugitive Exhaust PM2.5 Bio -1O2 NBio -CO2 Total CO2 CH4 N2O CO2a IFugitive PM10 PM10 PM2.5 PM2.5 Total Category Itlay Iblday Hauling 0.33 3.44 2.14 0.01 i 29.10 i 0.13 i 29.24 i 0.02 0.13 0.15 i 591,53 i 0.02 591.88 vendor ..................i......0.00 o.00 ..... p...................i.................. o.o0 e..... .............d................. 000 0.00 0.00 6 .................. g.................. 0.00 p........... 0.0o ........i.................e.... a.00 o.oa .......... ......... ......... o.00 0.00 0.00 worker ..........................................................:............ 0.11 0.11 1.05 ......a..................a..... ............ 0.00 0.28 0.01 a ..................;........................... 0.29 0.01 ........a................. 0.01 0.02 >.... ....a... .......... .......... ......... i 20085 i 0.01 r 201.06 Total 0.44 3.55 3.19 0.01 29.38 0.14 29.53 OM 0.14 0.17 792.36 0.03 792.94 6 of 52 3.3 Grading Phase I - 2014 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM10 I PM2.5 PM2.5 PM2.5 I Total I I I Category Ibltlay Ibltlay lb/day Hauling Iocay 0.00 Fugitive Dust 0.00 0.00 0.00 0.00 0.00 6.23 000 623 3.31 0.00 131 Vendor .................. r................... o.00 0.00 Off Road ..................i...................i...................i............ 8.80 69.]8 i 41.77 ....... 0.08 .................. a..... ............e 3.37 .................. e.... 3.37 ........... .... e...... 3.37 3.37 .......... .......... ......... .. .... i 8,289.89 8,306.41 Total 8.80 69.78 41.77 0.08 6.23 3.37 9.60 3.31 3.37 r 6.68 1.06 8,289.89 0.79 8,306.41 Unmitigated Construction Off -Site 7 of 52 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. r................... o.00 o.oa l...................i............ o.go ......3..................d..... ............6 o.00 O.6g o.oa .................. g.................. o.go o.00 <................. a.................e.... 6.BO o.oa ..- P ..................,... ....<..................e.... .... .......... .......... ......... a.a0 o.go ff201006 Worker .................................................................... 0.11 0.11 1.05 ...... }..................a..... ............ 0.00 0.28 0.01 a......0........... g 0.29 ............................. 0.01 ........;................. 0.01 0.02 .......... .......... ......... >.... ....a... i 200.83 i 0.01 � � Total 0.11 0.11 1.06 0.00 0.2B 0.01 0.29 0.01 0.01 0.02 200.83 0.01 201.06 7 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 2,43 0,00 243 1.29 000 1.29 000 0,00 000 ---- 6ffR..d ........... . ..... 0.00 ...... .................. ? ...... . ..... ...... . ..... ................... ...... 6' 6 ...... .. .......... .......... .........? ? V . u6 .... 8.306.41 Total 5.98 38.51 44.91 13.1118 2.43 2.75 5A8 1.29 2.75 r 4.04 8,289.89 a-,- 8,306.41 Mitigated Construction Off-Site 8 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 000 0,00 0,00 0,00 000 0.00 000 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 ...... 6.m ...... 6.6 ........ 0 ...... .......... 00 ............... .................. . ...... . ..... . ................... 0.00 Worker 57i ....... .................. 0.11 ....................................... 1.05 .................. .................. GLO 0,28 001 . .................. 4 029 .. .. .. 001 0 -1 02 20u 83 0 01 201,06 Total 0.11 0.11 1.05 0.00 0.28 0.01 0,29 0.01 0 01 0.02 200.83 r"7 0.01 211.01m 8 of 52 3.3 Grading Phase I - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category bray lb/day oclay Fugitive Dust 0.00 0.00 0.00 0.00 6.23 000 623 3.31 0.00 131 0.00 0.00 0.00 01 Road ..................i...................i...................i.................. 8.27 63.99 i 40.50 e 0.08 .................. a................ .. 3.06 e .................. <.... 3.06 ........... ....e........... ...... a 3.06 .................e..... 3.06 .. .... .......... .......... ......... i 8,289.89 8.305.40 Total 8.27 63.99 40.50 0.08 6.23 3.06 9.29 3.31 3.06 r 6.37 Total 8,289.89 0.74 8,305.40 Unmitigated Construction Off -Site 9 of 52 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day ' Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. r...................l................... o.00 o.oa o.go i .................. 3.................. d..... ............6 o.00 O.gg o.oa .................. g.................. o.ao o.00 <................. a.................e.... 6.BO o.oa .......... .......... ......... ..- P ..................,... ....<..................e.... .... 0.00 o.go 0.00 Worker ..................I...................E...................;............ 0.10 0.10 0.97 ......;..................a..... ............ 0.00 0.28 0.01 a......0........... g 0.29 ............................. 0.01 ........;................. 0.01 0.02 >.... .......... .......... ......... i 196.36 0.01 196.57 Total 0.10 0.10 0.97 0.00 0.2B 0.01 0.29 0.01 0.01 0.02 196.36 0.01 196.57 9 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,43 0,00 243 1.29 000 1.29 0,00 0,00 000 ---- 6ffR..d - ........... KW . ..... �i 5 ...... .................. ? ...... . ..... n Og ...... . ..... Og ................... ...... FM ? 6..66 ..... ? 6w ..... .. .......... .......... ......... . ? ? V . Og 6w .... 8.305.40 Total 5.98 38.51 44.91 13.1118 2.43 2.75 5A8 1.29 2.75 r 4.04 8,289.89 11.14 8,305.40 Mitigated Construction Off-Site 1 0 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 000 0,00 0,00 0,00 000 0.00 000 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... .................. ...... 6.66 ? 6.66 ...... .................. .................. ..... 6.66 ..... ? ................. 0.00 ....... Worker 5T6 ...... ......................................................... 0.10 0.97 .................. .................. 100 0,28 0,01 . .................. 029 ...................................... 0,01 . 0,01 .................. .................. 0.02 ................... 1%,36 .................. .................. .............. 0.01 196.57 Total 0.10 0.10 0.97 0.00 0.28 0.01 0.29 0.01 0.01 0.02 196.36 T"7 0.01 111.17m 1 0 of 52 3.4 Remediation 2 - 2014 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.Mi CO2 CH4 N20 CO2e to PM10 PM2.5 PM25 I Total I Category Ib/day Iblday Iblday Hauling Fugitive Dust 2.27 1.41 0.00 i 29.10 i 0.09 12.29 0.00 12.29 6.62 0,00 6.62 0.01 E 390.05 vendor 0.00 Off -Road ..................i. 10.34 .................. 83.5] t...................i............ 47.07 ......e .................. 3..... ..... .......e 0.09 3.85 ..................e.... 385 ........... ....E...................i...... 385 3.85 .......... .......... ......... 9,508.88: 0.93 9,528.32 Total 10.34 83.57 47.07 0.09 12.29 3.65 16.14 6.62 3.85 10.47 2.38 9,508.88 0.93 9,528.32 Unmitigated Construction Off -Site 11 of 52 ROG NO. CO 502 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWl CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 I Total I I Category /day Iblday Hauling 0.22 2.27 1.41 0.00 i 29.10 i 0.09 29.18 0.01 0.09 0.10 i 389,82 i 0.01 E 390.05 vendor ..................i.........0 o.00 0...............0 0.....i............ ......d .................. d..... ............6 100 0.00 li.00 .................. g.................. o.00 o.o0 p................. d................. 6.00 0.00 e.... ....e...... ................. ....<..................,.... .... .......... ......... ......... 01)0 0.00 0.06 worker ................................ 0.11 .......................... 0.11 1.05 i.................. ...... ....... ..... a................ a ..................;........................... 0.00 0.28 0.01 0.29 0.01 ........a................. 0.01 0.02 >.... ....a..............., .......... .......... ......... i 200.85 i 0.01 201.06 Total 0.33 2.38 2.46 0.00 29.38 0.10 29.47 0.02 0.10 0.12 590.65 0.02 591.11 11 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e CO2e PM10 PM10 PM10 PM25 PM2.5 I Total I Total Category Category Ibltlay lb/day Ib day Fugitive Dust Ib day Hauling 0.22 4.79 0.00 4.79 2.58 0,00 2.58 0.01 0.09 0,00 OH -Road .................. i................... 6.84 i 44.09 p................... i 48.75 i.................. e..................;..................>.................. i 0.09 2.96 e.......... 2.96 .........t..................d.. 2,96 .......... .......... ......... ............... >.... .... >.......... .......8... ....e ..................e.. 2.96 i 9,508.88 i 0.93 � � 9.528.32 Total 6.84 44.09 48.75 0.89 4.79 2.96 7.75 2.58 2.96 5.54 9,588.88 8.93 9,528.32 Mitigated Construction Off -Site 12 of 52 ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 TotsICO2 CH4 N20 CO2e PM10 PM10 PM25 PM2.5 I Total I Category lb/day Ib day Hauling 0.22 2.27 141 0.00 29.10 0.09 29.18 0.01 0.09 0.10 389.02 i 0.01 390.05 Vendor .................. j................... 0.00 0.00 p................... 0.00 i..................{............. ..... {.................. 0.00 0.00 0.00 5 ...... ............e.................. 0.00 0.00 i ................... 0.00 i i.................. i.................. 0.00 e......................... i 0.00 ............e......6.66.....e.. 0.00 i 0.00 Worker .................. j................... 0.11 0.11 p................... 1.05 .. i.................. q.... ..............e................ 000 0.28 001 g .................. a...................i.......... 029 001 ..........................i.... 0.01 0.02 .......... ....b.... ........r... i 20003 i f .......... ......... ....a ..................e.... .... 0.01 201.08 Total 0.33 2.38 2.46 0.00 29.38 0.10 29.47 0.02 0.10 0.12 590.65 0.02 591.11 12 of 52 3.4 Remediation 2 - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 TofaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 I Total I I Category Ib/day Iblday Iblday Hauling Fugitive Dust 2.00 1,26 0.00 i 29.10 i 0.07 12.29 0.00 12.29 6.62 0,00 6.62 0.01 E 391,7] vendor 0.00 Off -Road ..................i...................t...................i............ 9]7 7] 20 45.14 ......e..................3..... ..... .......e i 0.09 i 3.52 ..................e.... 3S2 ........... ....E...................i...... 3.52 ......... °a 3.52 -.. ..- o- ........... ..... .......... .......... ......... 9,508.88: 0 87 9,52].1] Total 9.77 7].20 45.14 0.09 12.29 3.52 15.81 6.62 3.52 10.14 2.10 9,508.88 0.87 9,52].1] Unmitigated Construction Off -Site 13 of 52 ROG NOx CO 502 Fugitive I Exhaust JPM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2a PM10 I PM10 PM2.5 PM2.5 Total I I Category Iday Iblday Hauling 0.20 2.00 1,26 0.00 i 29.10 i 0.07 29.17 i 0.01 0.07 0.09 i 391,57 i 0.01 E 391,7] vendor ..................i.........0 o.00 0...............0 0.....i............ ......d .................. e..... ............6 100 0.00 Ii.oO .................. g.................. o.00 p................. o.o0 d................. 6.00 0.00 e.... ....e...... .......... ......... ......... ................. ....<..................,.... .... 0.00 0.00 0.06 worker ......................... 0.10 o.. o.....,......o:s �..... i .................. 4..................4..... ............ a ..................;..................,......... 0.00 0.28 0.01 0.29 0.01 ........a................. 0.01 0.02 .......... .......... ......... >.... ....a..... i 198.36 i 0.01 r 198.5] Total 0.30 2.10 2.25 0.00 29.38 0.08 29.46 0.02 0.08 0.11 5877 0.02 588.34 13 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 NBi.-0O2 CH4 N20 CO2e CO2. p I IPM10Total I PM2 I Total I I Total I I Category Category lbiday lb/day o"'ay Fugitive Dust I 010ay Hauling 0.20 4,79 0,00 439 2,58 000 2,58 0,01 0,07 000 m Road 0 01 391.77 Vendor - ------ 6-66 ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? 6..66 ..... ? 6w ..... .............. 9,627.1 Total 6.M 44.09 48.75 IN 4.79 2.96 7.75 2.58 2.96 5.54 9,08.88 0.87 1 9,527.1 Mitigated Construction Off-Site 14 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day I 010ay Hauling 0.20 2,00 1,28 0,00 2910 0,07 29.17 0,01 0,07 0,09 391.57 0 01 391.77 Vendor - ------ 6-66 ...... ...... 6' 6 ...... 5'56 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 6. 6 ...... .6 6. 6 ...... .6 ...... 6.66 ................. 6.66 ...... .................. ..... 6. . 66 ..... .................. 0.00 000 Worker 5T6 ...... ......................................................... 0.10 0.97 .................. .................. 100 0.28 001 . .................. 029 ...................................... 0,01 . 001 .................. 0.02 .................. ................... i 196.36 .................. .................. ................... OLI 196.57 Total 0.30 2.10 2.25 0.00 29.38 0.08 29.46 0.02 0.08 0.11 587.93 OM 588.34 14 of 52 3.5 Building Construction Phase I - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bid. CO2 I NBio -0O2 I Total CO2 CH4 I N20 CO2e Category PM10 Iblday PM2.5 PM2.5 Iblday 1 OH -Road 4.57 28.32 22.58 0.04 175 1]5 1 7 175 3.886.46 0.41 3,895.08 Total 4.57 28.32 22.58 0.04 1.75 1.75 1.75 1.75 3,886.46 0.41 0.00 3,895.08 Unmitigated Construction Off -Site 15 of 52 ROG NOx CC 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 1otel= CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I 1 I Category Ib/day b ay Hauling 0.00 0.00 0.00 0.00 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor ..................@................... 0.30 3.19 1................... 232 i.................. 0.01 4 .................. d.................. 0.22 0.10 a .................. a................... 0.32 0.02 a.................. a.................. 0.10 0.12 a...... a 647.14 a 0.01 647.45 Worker .................. i.......................................................... 0.61 i 0.62 i 5.96 0.01 ................... _ ...... ............c.................. i 1.70 0.05 _ i 1.76 i ......0.06...... 0.06 :...... .............:................. i 0,05 i 0.12 � _ .................. _ i ; -- 1.210.86 �'.�� � .......... _ �����0,06 ����� _ ......... � 1,212.17 Total 0.91 3.81 8.28 0.02 1.92 0.15 2.08 0.08 0.15 0.24 1,858.00 0.07 1,859.62 15 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 o day Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.46 i 041 lb/day 3.895.08 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.46 0.41 0.00 3,895.08 Mitigated Construction Off -Site 16 of 52 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb/day lb/day Hauling 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i...................i...................i.................. 0.30 3.19 2.32 .. d.... ..............e................ 001 0.22 0.10 6 .................. d......0........... 0.32 0.02 r......0.......... v......0........... 0.10 0:12 b...... i 847.14 i 0.01 647.45 Worker ..................i................... 0.61 0.62 e. .................. 5.96 i.................. a.................. a.................. U1 1.70 0.05 c .................. v................... i ]6 0.08 e.................. v...... 0.05 0.12 a ............ ......a.................:...... 1,210.86: ........ .....0.06..... ......... � 1,212.17 Total 0.91 3.81 8.28 0.02 1.92 0.15 2.08 0.08 0.15 0.24 1,858.00 0.07 1,8597 16 of 52 3.5 Building Construction Phase I - 2016 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bid. CO2 I NBio -0O2 I Total CO2 CH4 I N20 CO2e Category PM10 Iblday PM2.5 PM2.5 Iblday I OH -Road 4.i8 25.66 22.35 0.04 1.55 1.55 1.55 1.55 3.886.46 0.37 3,894.33 Total 4.18 25.86 22.35 0.04 1.55 1.55 1.55 1.55 3,886.46 0.37 3,894.33 Unmitigated Construction Off -Site 17 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM30 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.28 2.92 e................... 216 i.................. 0.01 4 .................. 4.................. 0.22 0.09 i .................. i................... 0.31 0.02 e.................. e.................. 0.09 0.11 e...... a 648.17 a 0.01 648.46 ENEENNI Worker .................. i.......................................................... 0.58 i 0.57 i 5.49 0.01 ................... _ ...... ............c.................. i 1.70 0.05 _ i 1.76 i ......0.06...... 0.06 :...... .............:................. i 0,05 i 0.12 � _ .................. _ i ; -- 1,177.20 �'.�� � .......... _ �����0,06 ����� _ ......... � 1,178.41 Total 0.86 3.49 7.65 0.02 1.92 0.14 2.07 0.08 0.14 0.23 1,825.37 0.07 1,826.87 17 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibltlay PM10 PM2.5 o tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.46 i 0.37 Ibltlay 3.894.33 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.46 0.37 0.00 3,894.33 Mitigated Construction Off -Site 18 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ibltlay 1 lb/day Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 UO Vendor .................. i....... 0.28 ............................... 2.92 J.................. 2.16 d.................. e..... ............6 101 0.22 0.09 .................. d......0........... 0.31 0.02 r......0.......... v......0........... 0.09 0:11 b...... i 848.17 i 0.01 648.48 Worker ..................i................... 0.58 0.57 e .................. u.................. 549 a.................. a .................. 0.01 1.70 0.05 c.................. v.................. 176 0.08 e................. a 0.05 .................a.... 0.12 .......... .......... ......... ....a.. 177 .......:.... i,t77.2p .....0.������ � 1,178.41 Total 0.86 3.49 7.65 0.02 1.92 0.14 2.07 0.08 0.14 0.23 1,8273] 0.07 1,826.87 18 of 52 3.5 Building Construction Phase I - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO I 802 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -COP T.MICO2 CH4 I N20 CO2e Category Iblday PM10 I PM2.5 Iblday Total OH -Road 3.82 i 23.58 i 22.15 i 0.04 E 1.36 1.36 1.36 1.36 i 3.886.46 i 0.34 May 3.893.62 Total 3.82 23.58 22.15 0.04 1.36 1.36 1.36 1.36 3,886.46 0.34 0.00 000 3,893.62 Unmitigated Construction Off -Site 19 of 52 ROG NOx CO 802 Fugitive Exhaust PM19Total Fugitive Exhaust PM25 Bio -0O2 NBie -0O2 TotaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category May Iblday Hauling 000 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .................. 0.26 i............ ....... 2.69 i................... 203 i .................. s.................. a.................. 0.01 0.22 0.08 c..... 0........... 0.31 i .................. OM i.................. ,i......0........... 0.08 0.10 649.86 0.01 650.12 Worker .................. 0.55 1................... 0.52 I.............. .....i..................i...... 5.06 i 001 ............ i .................. i 1]0 i O.Ofi i... ...1........................... i]6 0.06 i O.Ofi 0.12 .......... .......... .......:.... .......... 1,151.fi8 i � ......... � 005 1,152.81 Total 0.81 3.21 7.11 0.02 1.92 0.14 2.07 0.08 0.14 0.22 1,801.54 0.06 1,802.93 19 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM1OTotal Fugitive PM25 I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibltlay PM10 PM25 Ib tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.46 i 0.34 Ibltlay 3.893.62 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.46 0.34 0.00 3,893.62 Mitigated Construction Off -Site 20 Of 52 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM25 PM25 Total Category Ibltlay 1 lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ven dor .................. i. p.26 ...... ............................... 2.69 J.................. 2 .p3 d.................. e................ .. 101 0.22 0.08 6 .................. d 0.31 ................... 0 0 .02 r.................. v 0 0.08 .................. 0:10 b .................. e................... i 649.86 i 0.01 650.12 Worker ............. 0.55 i ............ 0.52 e................... i S.pB i...... ............a.................. a .................. 0.01 i 1]p i 0.06 c.................. v................... i.]6 0.08 e...... ............ a a 0.06 a .................. 0.12 i a..... .............a...............:. i 1,151.68 i p�p5 � 1,152.81 Total 0.81 3.21 7.11 0.02 1.92 0.14 2.07 0.08 0.14 0.22 1,801.54 0.06 1,802.93 20 Of 52 3.6 Remediation 3 - 2015 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category Ibltlay lb/day Iocay Hauling Fugitive Dust 0.87 043 0.00 14.55 0.02 6.10 000 6.15 3.31 0.00 131 0.00 130.42 Vendor 0.00 Off -Roatl ..................i...................i...................i............ ].43 i 58.08 ' 35.19 .........................a..... i 0.07 ............e i i 2.74 .................. <.... 2]4 ........... .... e...... .... ........a 2]4 .................e.... 2]4 ....a......... ..... .......... .......... ......... 9 5: i ],393]5 i O.fi6 7,40].6fi Total 7.43 58.08 35.19 0.07 6.10 2.74 8.84 3.31 2.74 r 6.05 0.75 7,393.75 0.66 7,407.66 Unmitigated Construction Off -Site 21 of 52 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day Hauling 0.06 0.87 043 0.00 14.55 0.02 14.57 0.00 0.02 0.03 130.36 0.00 130.42 Vendor .................. e................... o.00 o.oa <...................i............ o.60 ......a .................. a..... ............e 0.00 6.66 o.oa .................. a.................. o.00 o.o0 e................. a................. 6.BO o.oa ..- P ..................,... ....<..................e.... .... a.... .......... .......... ......... 0.06 0.60 a.aa Worker .................. i.........0 0.08 8..... i................... 0.81 i ................ ..n........ I.........<..... ............ 0.00 0.23 0.01 e......0........... e 0.24 .................. 0.01 e.......... ........e.................e.... 0.01 0.02 .......... .......... ......... ....e..... i 163.fi3 i 0.01 163.81 Total 0.14 0.75 1.24 0.00 14.78 0.03 14.81 0.01 0.03 0.05 293.99 0.01 294.23 21 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 2,38 0,00 236 1.29 000 1.29 1457 0,00 000 0,03 E 130.36 0.00 .................. ...... .......... 40 .................. ...... 6' 6 ...... ...... .................. ? .................. ..... 6.6� ..... ................. 7.407.66 Total 5.35 34.41 39.08 13.1117 2.38 2.40 4.78 1.29 2.40 r 3.69 11393 15 11.11115 7,407.66 Mitigated Construction Off-Site 22 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 006 067 043 0.00 14,55 i 0,02 1457 0,00 0,02 0,03 E 130.36 0.00 13042 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'36 ...... ? ...... 6.66 ? 6.66 ..... ? 6w ..... ...... 6.66 ...... 6.m ...... 6.6 ........ ...... ....... .... . ...... . ...... .................. . ...... . ..... . ................... 0.00 Worker . ...... 66� .....0....0.8 ............................................... 0 81 . .................. ..... . 0.00 023 001 024 001 OG1 O.02 i 163.63 0 01 16181 Total 0.14 0.75 1.24 0.00 14.78 0.03 14.81 0.01 003 0.05 293.99 0.01 294.23 22 of 52 3.6 Remediation 3 - 2016 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category Ibltlay lb/day Iocay Hauling Fugitive Dust 0.60 0.39 0.00 14.55 0.02 6.10 000 6.10 3.31 0.00 131 0.00 130.65 Vendor 0.00 Off Road ..................i...................i...................i............ 6.99 53.34 i 34.Ofi ....... i 11.0] .................. a..... . ............e.................. i i 2.4] e.... 2.4] ........... .... e...... ..... .......a 2.47 ..................e.... 2.47 ....a......... ..... .......... .......... ......... 7,393.75: O.fi3 ],406.89 Total 6.99 53.34 34.06 0.07 6.10 2.47 8.57 3.31 2.47 r 5.78 0.68 7,393.75 0.63 7,406.89 Unmitigated Construction Off -Site 23 of 52 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day Hauling 0.06 0.60 0.39 0.00 14.55 0.02 14.57 0.00 0.02 0.03 13059 0.00 130.65 Vendor .................. e................... o.00 o.oa <...................i............ o.60 ......a .................. a..... ............e 0.00 9.66 o.oa .................. a.................. o.00 o.o0 e................. a................. 6.BO o.oa ..- P ..................,... ....<................ -P.... .... a.... .......... .......... ......... 0.06 0.60 a.aa Worker .................. l................... 0.08 0.08 E................... 0.14 i................ ..;........ ..........a..... ............ 0.00 0.23 0.01 a......0........... g 0.24 ............................. 0.01 ........;................. 0.01 0.02 >.... .......... .......... ......... i 159.08 0.01 159.24 Total 0.14 0.68 1.13 0.00 14.78 0.03 14.81 0.01 0.03 0.05 289.67 0.01 289.89 23 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 2,38 0,00 236 1.29 000 1.29 1457 0,00 000 0,03 E 130.59 0.00 .................. ...... .......... 40 .................. ...... 6' 6 ...... '6 ...... .................. ? .................. ..... 6.is ..... ................. 7.406.89 Total 5.35 34.41 39.08 13.1117 2.38 2.40 4.78 1.29 2.40 r 3.69 11393 15 0,53 7,406.89 Mitigated Construction Off-Site 24 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 006 060 0.39 0.00 14,55 i 0,02 1457 0,00 0,02 0,03 E 130.59 0.00 13066 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... '6 5'36 ...... ...... 6.66 ? 6.66 ..... ? 6w ..... ...... 6.66 ...... 6.m ...... 6.6 ........ ...... ....... .... . ...... . ...... .................. . ...... . ..... . ................... 0.00 Worker 6.w ...... ......................................................... 0.08 0 74 . .................. .................. GLO 023 001 . ... ...............q......00....._6 024 .. 1 0 U 02 59 (18 0 01 159,24 Total 0.14 0.68 1.13 0.00 14.78 0.03 14.81 0.01 003 0.05 289.67 MI 289.89m 24 of 52 3.6 Remediation 3 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category bray lb/day oclay Hauling Fugitive Dust 0.54 0.36 0.00 14.55 0.02 6.10 000 6.10 3.31 0.00 131 0.00 131.09 Vendor 0.00 01 Road ..................i...................i...................i............ 6.57 i 48.92 ' 33.05 .........................a..... i 0.07 ............e i i 2.23 .................. e.... 2.23 ........... .... e...... .... ........a 2.23 .................e.... 2.23 9 ....e......... ..... .......... .......... ......... 7,393.75: 0.59 7,406.07 Total 6.57 48.92 33.05 0.07 6.10 2.23 8.33 3.31 2.23 r 5.54 0.61 7,393.75 0.59 7,406.07 Unmitigated Construction Off -Site 25 Of 52 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day Hauling 0.05 0.54 0.36 0.00 14.55 0.02 14.57 0.00 0.02 0.02 131.03 0.00 131.09 Vendor .................. e................... o.00 o.oa e...................i............ o.00 ......a .................. a..... ............e o.o0 6.66 o.oa .................. a.................. o.00 o.o0 e................. a................. 6.60 o.oa ..- P ..................,... ....<..................e.... .... a.... .......... .......... ......... 0.06 0.00 a.aa Worker .................. l................... 0.07 0.0] E................... 0.69 i................ ..;........ ..........a..... ............ 0.00 0.23 0.01 a......0........... g 0.24 ............................. 0.01 ........;................. 0.01 0.02 >.... .......... .......... ......... i 155.fi3 0.01 155.]9 Total 0.12 0.61 1.05 0.00 14.78 0.03 14.81 0.01 0.03 0.04 286.66 0.01 286.88 25 Of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 2,38 0,00 236 1.29 000 1.29 1457 0,00 000 0,02 E 13103 0.00 .................. ...... .......... 40 .................. ...... 6' 6 ...... ...... .................. ? .................. ..... 6.�6 ..... ................. 7.406.07 Total 5.35 34.41 39.08 13.1117 2.38 2.40 4.78 1.29 2.40 r 3.69 11393 15 0,59 7,406.07 Mitigated Construction Off-Site 26 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 005 054 0.36 0.00 14,55 i 0,02 1457 0,00 0,02 0,02 E 13103 0.00 13109 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'36 ...... ? ...... 6.66 ? 6.66 ..... ? 6w ..... ...... 6.66 ...... 6.m ...... 6.6 ........ ...... ....... .... . ...... . ...... .................. . ...... . ..... . ................... 0.00 a, ... ......6� ...... ......................................................... 0.07 0 69 . .................. .................. GFO 023 001 . .................. 024 .. .. .. 001 oci U 02 155 63 0 01 155,79 Total 0.12 0.61 1.05 0.00 14.78 0.03 14.81 0.01 003 0.04 286.66 0.01 m 216.881 26 of 52 3.7 Grading Phase 2 - 2016 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category bray lb/day oclay Fugitive Dust 0.00 0.00 0.00 0.00 6.26 000 626 3.31 0.00 131 0.00 0.00 0.00 01 Road ..................i...................i...................i............ ].]] 58.58 i 39.37 ....... i 0.08 .................. a..... ............e i i 2.76 .................. <.... 2.]6 ........... .... e...... .... ........a 2.76 .................e.... 2.76 ....e......... ..... .......... .......... ......... 8,289.89: 0.]0 8,304.49 Total 7.77 58.58 39.37 0.08 6.26 2.76 9.02 3.31 2.76 r 6.07 Total 8,289.89 0.70 8,304.49 Unmitigated Construction Off -Site 27 of 52 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Ca.egory Ibltlay lb/day ' Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. r...................l................... o.00 o.oa o.00 i .................. 3.................. d..... ............6 o.00 fi.fi6 o.oa .................. g.................. o.ao o.00 <................. a.................e.... 6.BO o.oa .......... .......... ......... ..- P ..................,... ....<..................e.... .... 0.06 0.6o 0.00 Worker .................. l................... 0.09 0.09 E................... 0.89 ;................ ..;........ . ......... a..... ............ 0.00 0.28 0.01 a......0........... g 0.29 ............................. 0.01 ........;................. 0.01 0.02 >.... .......... .......... ......... i 190.90 0.01 191.09 Total 0.09 0.09 0.89 0.00 0.2B 0.01 0.29 0.01 0.01 0.02 190.90 0.01 191.09 27 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. p PM10 IPM10Total PM2 I Total I Total I I Categoi-y Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,44 0,00 2,44 1.29 000 1.29 0,00 0,00 000 w --6ff-R-..d ........... . ..... -7rdr . ...... .................. ? ...... . ..... ...... . ..... ................... ...... FM ? 6..66 ..... ? 6w ..... ...... . ..... ? .................. ? .................. d.................. >.. i............... 8.304.4 Total 5.98 38.51 44.91 13.1118 2." 2.75 5A9 1.29 2.75 r 4.04 lf,zaquiq U.711 8,304 Mitigated Construction Off-Site 28 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 000 0,00 0,00 0,00 000 0.00 000 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... 5'36 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... .................. ...... 6.66 ? 6.66 ...... .................. ..... 6.66 ..... ? ................. .................. 0.00 Worker 6.6; ...... .....0....0.9 ............................................... Mg .................. ..... 100 0.28 0,01 029 0.01 0,01 0.02 .......... igago .......... ......... . 0.01 191,119 Total 0.09 1 0.09 0.99 0.00 0.28 0.01 0.29 0.01 0.01 0.02 190.7 0.01 M 1,1.00, 9 28 of 52 3.7 Grading Phase 2 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bid. CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I I Category bray lb/day oclay Fugitive Dust 000 0.00 0.00 0.00 6.26 000 626 3.31 0.00 131 0.00 0.00 0.00 01 Road ..................i...................i...................i............ 53.53 ' 38.36 ....... i 0.08 .................. a..... ............e i i 2.4] .................. e.... 2.47 ........... .... e...... ..... .......a 2.4] ..................e.... 2.4] ....p .......... .......... ......... 289 ����������� ���� 8,289.89: O.fi5 8,303.53 Total 7.29 53.53 38.36 0.08 6.26 2.47 8.73 3.31 2.47 r 5.78 Total 8,289.89 0.65 8,303.53 Unmitigated Construction Off -Site 29 Of 52 ROG NO. CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio- CO2 NBid- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I Category Ibltlay lb/day ' Hauling 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. o.00 r...................i................... o.oa o.00 i .................. 3.................. d..... ............6 o.o0 6.60 o.oa .................. g.................. o.00 0.00 <................. a.................e.... 6.60 o.oa .......... .......... ......... ..- P ..................,... ....<..................e.... .... 0.06 0.0o 0.00 Worker ............................... 0.09 ....... 0.08 E................... 0.82 ;.................. ;.................. a..... ............ 0.00 0.28 0.01 a......0........... g 0.29 ............................. 0.01 ........;................. 0.01 0.02 >.... .......... .......... ......... i 18676 0.01 186.94 Total 0.09 0.08 0.82 0.00 0.2B 0.01 0.29 0.01 0.01 0.02 186.76 0.01 186.94 29 Of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,44 0,00 244 1.29 000 1.29 0,00 0,00 000 ---- 6ffR..d - ........... KW . ..... �i 5 ...... .................. ? ...... . ..... n Og ...... . ..... Og ................... ...... FM ? 6..66 ..... ? 6w ..... .. .......... .......... ......... . ? ? V . Og 6w� .... 8.303.53 Total 5.98 38.51 44.91 13.1118 2." 2.75 5.19 1.29 2.75 4.04 8,289.89 0.55 8,303.53 Mitigated Construction Off-Site 30 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 000 0,00 0,00 0,00 000 0.00 000 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... 5'36 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... .................. ...... 6.66 ? 6.66 ...... .................. ..... 6.66 ..... ? ................. .................. 0.00 Worker 6.6t; ...... ......................................................... 0.08 0 82 .................. .................. GLO 0,28 001 . .................. 029 ...................................... 001 . 001 .................. .................. 0.02 ................... i 186,76 i .................. .................. .............. 0.01 186.94 Total 0.09 0.08 0.82 0.00 0.28 0.01 0,29 0.01 0 01 0.02 186.76 T"7 0.01 186.94 30 of 52 3.8 Building Phase 2 - 2017 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bid. CO2 I NBio -0O2 I Total CO2 CH4 I N20 CO2e Category PM10 Iblday, PM2.5 PM2.5 Iblday 1 OH -Road 182 23.58 22.15 0.04 1.36 1.36 1.36 136 3.886.46 0.34 3,893.62 Total 332 23.58 22.15 0.04 1.36 1.36 1.36 1.36 3,886.46 0.34 3,893.62 Unmitigated Construction Off -Site 31 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 1otel= CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I 1 I Category Ib/day b ay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.]4 ].]3 e................... 5.83 i............ ......4..................4..... 0.02 ............ 0.64 0.34 i .................. i................... 0.88 0.05 e................. 0.24 0.29 a 1,868.34 a 0.04 1,869.11 Worker ........ i 1.93 ' ............................... 1.82 ............................................ i 0.04 . .................. 5.97 0.19 :.................. :....... 6.76 ............:...... 0.22 ............:.................. 0.19 0.42 � ......... ....... _ .................. _ i 4,036.06: 1 .......... _ 0.19 _ ......... 4,040.04 Total 2.67 9.55 23.64 0.06 6.61 0.43 7.04 1 0.27 1 0.43 0.71 5,904.40 0.23 5,909.15 31 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibltlay PM10 PM2.5 Ib tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.46 i 0.34 Ibltlay 3.893.62 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.46 0.34 0.00 3,893.62 Mitigated Construction Off -Site 32 of 52 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ibltlay lb/day Hauling 000 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ven dor ------ ............ i...................i.................. 0]4 7.73 5 5.83 .................. e .................. d .................. 102 0.64 0.24 6 .................. d................. 0.88 0.05 .05 r............... 0 0.24 0.29 i 1,868.34 i 0.04 1,869.11 Worker ........ e................... ......i X93 1:82 e.................. u.................. 17.81 a.................. a .................. 0.04 5.97 0.19 c.................. ................... 6.16 0.22 n................. v 0.19 ............. ..... 0.42 o..... .............a...............:.................. 4,036.06:019 � ,040.04 Total 2.67 9.55 23M 0.06 6.61 0.43 7.04 0.27 0.43 0.71 5,90740 0.23 5,909.15 32 of 52 3.8 Building Phase 2 - 2018 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio -0O2 NBio -0O2 I Total CO2 CH4 I N20 CO2e Category PM10 IlVday, PM2.5 PM2.5 Iblday I Off-Road 348 21.41 21.96 0.04 1.18 1.18 1.18 1.18 3.886.47 0.31 3,89298 Total 3.48 21.41 21.96 0.04 1.18 1.18 1.18 1.18 3,886.47 0.31 3,892.98 Unmitigated Construction Off -Site 33 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.69 ].1] e................... 5.47 i.................. 0.02 4.................. e .................. 0.64 0.22 i.................. i................... 0.86 0.02 e................. a 0.20 .................. 0.22 a.................. a................... :. a 1,872.96 a G.03 .... 0.03 1,8]3.6] Worker ........ i .......... 1.83 i ............................... 1.67 ............................... i 16.49 0.04 ....... ......i .................. i 5.97 0.19 c.................. i....... i 6.76 i ............:..... 0.08 .............:................. i 0.18 i 0.26 � _ .................. _ i ; ��3,957.09 �'. � .................. _ �����0.18 ����� _ ......... � 3,954.80 Total 2.52 8.84 21.96 0.08 6.61 0.41 7.02 0.10 0.38 0.48 5,824.05 0.21 5,828.47 33 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibltlay PM10 I PM2.5 o tlay Total I OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.47 0.31 Ibltlay 3.892.98 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.47 0.31 0.00 3,892.98 Mitigated Construction Off -Site 34 of 52 ROG NOx CO 502 Fugitive Exhaust P1110Tolal Fugitive Exhaust PM2.5 Bio -0O2 NBio -CO2 TolaICO2 CH4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 I Total I 1 I Category Ibltlay Ibltlay Hauling 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.69 7.1] r.................. 3.................. 547 e.................. d..... ............6 0.02 0.64 0.22 .................. v......0........... 0.86 0.02 r......0......... 0.20 0.22 i 1,872.96 i 0.03 1,8]3.6] Worker ........ e................... ......i X83 1.67 e................... 16.49 i.................. a.................. a .................. 0.04 5.97 0.19 c.................. 6.16 ......0...........n..... 0.08 0.18 0.26 3,951.09: ���������� �����018 ����� ��������� � 3,954.80 Total 2.52 8.84 21.96 0.06 6.61 0.41 7.02 0.10 0.38 0.48 5,824.05 0.21 5,828.47 34 of 52 3.8 Building Phase 2 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio -0O2 N13io -0O2 TotalCO2 CH4 N20 CO2e Category PM10 Iblday, PM2.5 PM2.5 lb/day I OH -Road 3.15 1948 . 21.78 0.04 102 102 1.02 1.02 3.886.4] 0.28 3,89241 Total 3.15 19.48 21.78 0.04 1.02 1.02 1.02 1.02 3,886.47 0.28 0.00 3,892.41 Unmitigated Construction Off -Site 35 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.65 i 6.70 r................... i 5.14 i............ .........................<..... 0.02 ............ 0.64 i 0.20 i .................. a i 0.84 ................... 0.02 r ................... 0.18 i.................. 0.20 i i 1.877.47 i i 0.03 i 1.878.13 Worker .... i .....1 �]5 ............... ....i.......................... 1.54 15.3] 0, 4 "...... 0.04 .. . . ............:.................. 5.97 0.19 i....... .............:................. 6.16 .:...................:............. 0.08 0.18 .....a......................... 0.26 3.871.92: � .......... 0.17 _ ......... 3.875.41 Total 2.40 8.24 20.51 0.06 6.61 0.39 7.00 0.10 0.36 0.46 5,749.39 0.20 5,753.54 35 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 o day Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.47 0.28 Iblday 3.892.41 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.47 0.28 0.00 3,892.41 Mitigated Construction Off -Site 36 of 52 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Iblday lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.65 6.70 r .................. 5.................. 5.14 e..................d. ................. 0.02 0.64 i 0.20 6 .................. d......0........... 0.84 0.02 r......0.......... 0.18 v .................. 0.20 a....... ...........a ................... : .......... ........ i 1,8]7.4] i 0.03 1,878.13 Worker ............. ......i X75 ............ 1.54 e.................. u..... 15.37 .............a................. a .................. 0.04 5.97 0.19 c.................. ................... 6.16 0.08 n................. v 0.18 ............... ...o..................a....871, 0.26 .....:. 3,8]1.92: ���������� .....0.1.]..... ��������� � � 3,875.41 Total 2.40 8.24 20.51 0.06 6.61 0.39 7.00 0.10 0.36 0.46 5,749.39 0.20 5,753.54 36 of 52 3.8 Building Phase 2 - 2020 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NOx CO 502 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio -0O2 NBio -0O2 I Total CO2 CH4 I N20 CO2e Category PM10 IlVday, PM2.5 PM2.5 Ioday I Off-Road 2.88 1].]3 21.63 0.04 OB] 0.87 0.87 0.87 3.886.47 0.26 3,8918] Total 2.88 17.73 21.63 0.04 0.87 037 0.87 0.87 3,886.47 0.26 0.00 3,891.8] Unmitigated Construction Off -Site 37 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.61 6.29 e................... 4.84 i.................. 0.02 4 .................. 4.................. 0.64 0.18 i .................. i................... 0.83 0.02 e................. 0.17 0.19 a 1,881.66 a 0.03 1,882.28 Worker .......... ........ i 1.68 i ............................... 1.42 ............................... i 14.37 0.04 ....... ......i .................. i 5.97 0.20 c.................. i....... i 6.17 i ............:..... 0.08 .............:................. i 0.18 i 0.26 � _ .................. _ i ; ��3,798.36 �'. .................. _ �����0.16����� _ ......... � 3,807.64 Total 2.29 7.71 19.21 0.08 6.61 0.38 7.00 0.10 0.35 0.45 5,680.02 0.19 5,683.92 37 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Ibltlay PM10 PM2.5 Ib tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.47 0.26 Ibltlay 3.891.87 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.47 0.26 0.00 3,891.8] Mitigated Construction Off -Site 38 of 52 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ibltlay lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor ..................................... 0.61 6.29 r.................. 5............ 4.84 ......e..................d..... ............6 0.02 0.64 0.18 .................. v......0........... 0.83 0.02 r......0.......... 0.17 0:19 i 1,887.86 i 0.03 1,88228 Worker ..................i................... 1.68 i 1.42 e .................. u.................. i 14.37 a.................. a .................. 0.04 i 5.97 i 0.20 c................. v.................. 6.17 0.08 e................. a 0.18 i .................n.... 0.26 i ....a.......... .. ....:. .......... .......... ......... i 3,798.36 i .....0 �i6 ����� � � 3,801.84 Total 2.29 7.71 19.21 0.06 6.61 0.38 7.00 0.10 0.35 0.45 5,68072 0.19 5,683.92 38 of 52 3.9 Grading Phase 3 - 2018 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.Mi CO2 CH4 N20 CO2e to PM10 PM2.5 PM25 I Total I Category Ib/day Iblday Iblday Hauling Fugitive Dust 0.00 0.00 0.00 0.00 0.00 6.27 0.00 6.27 3.31 0,00 3.31 0.00 E 0.00 vendor 0.00 Off -Road ..................i...................t...................i............ 6.83 48.84 3].4] ......e..................3..... ...... .......e..................e.... O.OB 2.20 220 ........... ....E...................i...... 220 ............o-... 220 ....e ............ ..... .......... .......... ......... 8,289.90: 0.61 8,302.68 Total 6.83 48.84 37.47 0.08 6.27 2.20 8.47 331 2.20 5.51 0.08 8,289.90 0.61 8,302.6 Unmitigated Construction Off -Site 39 of 52 ROG NO. CO 502 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWl CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I I Category /day Iblday Hauling 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 E 0.00 vendor ..................i.........00..... o.00 ; p...................i.................. 0.00 .. a.... ..............e................ 000 0.00 0.00 6 .................. g.................. o.00 o.o0 p................. d................. 6.00 0.00 e.... ....e...... ............�.... ....< .................. °.... .... .......... ......... ......... 0.00 o.ao 0.06 worker .................. i................... o.oe o.oa i...................;............ o.]s ......d..................a..... ............ a ..................;........................... 0.00 0.28 o.ot o.2s o.o0 ........a................. 0.01 0.01 >.... ....P ...................,... ....<..... .......... .......... ......... laaaa o.01 1sa.6o Total 0.08 0.08 0.76 0.00 0.28 0.01 0.29 0.00 0.01 0.01 152.83 0.01 183.00 39 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Calegoi-y lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,44 0,00 244 1.29 000 1.29 0,00 0,00 000 ---- - ........... KW . ..... �i 5 ...... .................. ? ...... . ..... n Og ...... . ..... Og ................... ...... FM ? 6..66 ..... ? 6w ..... .. .......... .......... ......... . ? ? V . .6ffR..d Og 6wi .... 8.30168 Total 5.98 38.51 44.91 13.1118 2." 2.75 5.19 1.29 2.75 r 4.04 8,289.90 0.51 8,302.68 Mitigated Construction Off-Site 40 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Calegoi-y lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 000 0,00 0,00 0,00 000 0.00 000 -7rdr . ...... 6-66 ...... ...... 6' 6 ...... 5'36 ...... ...... FM ? 6..66 ..... ? 6w ..... ...... 6.66 ...... 6.m ...... 6.6 ........ 0 ...... .......... 00 ............... .................. . ...... . ..... . ................... 0.00 Worker 6.w ...... ......................................................... 0.08 0 76 .................. .................. GLO 0,28 001 . .................. 4 029 .. .. .. 000 0- �l 162 83 0 01 18101) Total 0.08 0.08 0]6 0.00 0.28 0.01 0,29 0.00 001 0.01 182.83 r"7 0.01 183.00m ""0 40 of 52 3.9 Grading Phase 3 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -0O2 T.Mi CO2 CH4 N20 CO2e to PM10 PM2.5 PM25 I Total I Category Ib/day Iblday Iblday Hauling Fugitive Dust 0.00 0.00 0.00 0.00 0.00 6.27 0.00 6.27 3.31 0,00 3.31 0.00 0.00 vendor 0.00 Off -Road ..................i...................t...................i.................. 641 4450 36.68 .. 4.... ..............4................ O.OB 1.9] g......1.97 ....e.... 1.97 ........... .... E ....... ............i.................. 1.97 1.97 .......... .......... ......... i 8,289.89 i OS] 8,30190 Total 6.41 44.50 36.68 0.08 6.27 1.97 8.24 3.31 1.97 5.28 0.07 8,289.89 0.57 8,301.90 Unmitigated Construction Off -Site 41 of 52 ROG NO. CO 502 Fugitive Exhaust P111OTolol Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWl CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total I I Category /day Iblday Hauling 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 vendor ..................i.........0 o.00 0..... p...................i.................. 0.00 a.... ..............4................ .. 000 0.00 0.00 6 .................. g.................. o.00 o.o0 p................. d................. 6.00 i.... 0.00 ....e...... .......... .......... ......... ............'... .... ° .................. °.... .... 0.00 0.ao 0.00 worker ........................ O.oB o. o'..... i.................. 4............ 031 ......4..................4..... ............ a ..................;........................... 0.00 0.28 0.01 0.29 0.00 ........a................. 0.01 0.01 .......... .......... ......... >.... ....a..... i 1]s.16 i 0.01 179,32 Total 0.08 0.07 0.71 0.00 0.28 0.01 0.29 0.00 0.01 0.01 179.16 0.01 179.32 41 of 52 Mitigated Construction On-Site Mitigated Construction Off-Site ROG NOv CO S02 Fugitive Exhaust Total Fugitive Exhaust PM2.5 Bio-0O2 Ntho-0O2 ToWICOI CH4 N20 CO2e CO2. PM10 I IPM10Total I PM25 PM2.5 I Total I Total I I Category Category lbiday lb/day lumay Fugitive Dust 1010ay Hauling 000 2,44 0,00 244 1.29 000 1.29 0,00 0,00 000 --6ff-R-..d ........... . ..... -7rdr . ...... .................. ? ...... . ..... ...... . ..... ................... ? ...... 6.66 ? 6..66 ..... ? 6w ..... ...... . ..... ? .................. ? .................. d.................. >.. ............... 8.301.90 Total 5.98 38.51 44.91 13.1118 2." 2.75 5.19 1.29 2.75 r 4.04 8,289.89 ...................................... 0.00 8,301.90 Mitigated Construction Off-Site 42 of 52 ROG NOx CO S02 Fugitive Exhaust Total Fugitive Exhaust PM25 Bi.-0O2 NBi.-0O2 CH4 N20 CO2. PM10 I IPM10 I PM25 PM2.5 I Total I 1T.WICO21 I Category lb/day 1010ay Hauling 000 000 0.00 0,00 0,00 E 0,00 000 0,00 0,00 0,00 000 0.00 000 -7rdr . ...... 6-6t; ...... ...... 6' 6 ...... 5'36 ...... ? ...... 6.66 ? 6..66 ..... ? 6w ..... ...... 6.66 6. 6 ...... 6. 6 ...... ...... 6.66 .................. ? 6.66 ...... .................. ..... 6.66 ..... ? ................. .................. 0.00 Worker ...... ......................................................... 0.07 0.71 .................. .................. GLO 0.28 0,01 . .................. 029 ...................................... 0.00 . 0,01 ...... . ...... : .................. ? .................... .................. .................. 0.01 179,32 Total 0.08 0.07 0.71 0.00 0.28 0.01 0.29 0.00 0.01 0.01 179.17"7 0.31 171.12 42 of 52 3.10 Building Phase 3 - 2019 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 802 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM25 PM25 Total Bio -0O2 NBio -COP T.MICO2 CH4 I N20 CO2e Category IdIday PM10 I PM2.5 Iblday Total OH -Road 3.15 1948 . i 27]0 i 0.04 E 1.02 102 1.02 1.02 i 3.886.47 1 0,28 May 1892.41 Total 3.15 19.48 21.78 0.04 1.02 1.02 1.02 1.02 3,886.47 0.28 0.00 000 3,892.41 Unmitigated Construction Off -Site 43 of 52 ROG NOx CO 802 Fugitive Exhaust PM19Total Fugitive Exhaust PM25 Bio -0O2 NBie -0O2 TotaICO2 C 4 N20 CO2e PM10 PM10 I PM2.5 PM2.5 Total 1 I Category May Iblday Hauling 000 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ventlor .................. 067 i................... 6.99 e...................i............ 5.36 ......a .................. a..... .................. 0.02 0.67 0.21 .................. v......0........... 0. 0.88 D2 e......0.......... 0.19 0.21 .......... ............................... i 1,959.09 i 0.03 1,959.79 Worker .................. 1.81 i................... . 1.60 1................... i.................. 005 i..... ............ i .................. 6.20 0.20 i ... ............................... 6.40 .:.......... 0.08 .......a......0...........i.... 0.19 0.27 .......... ....i 4,021.23 ;��� .......... � ......... ������0.1]����� � 4,024.84 Total 2.48 8.59 21.32 0.07 6.87 0.41 7.28 0.10 0.38 0.48 5,980.32 0.20 5,984.63 43 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10 Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Iblday PM10 PM2.5 o day Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.47 0.28 Iblday 3.892.41 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.47 0.28 0.00 3,892.41 Mitigated Construction Off -Site 44 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TolaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Iblday lb/day Hauling 000 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i....... 0.67 ............................... 6.99 J.................. 5.36 d.................. e..... ............6 102 0.67 0.21 .................. d......0........... 0.88 r......0.......... 0.02 v...... 0.19 0.21 ..... ............................... i 1,959.09 i 0.03 1,95939 Worker ......... .............................i. 1.81 1.60 ......... ����15.96 i...... ............a.................. a .................. 0.05 8.20 0.20 c.................. v................... 6.40 e.................. 0.08 v......6...... 0.19 ..... 0.27 o ......... .........a...................:. 4,021.23 :������������� .....0.1.7..... ��������� � ,024.84 Total 2.48 8.59 21.32 0.07 6.87 0.41 7.28 0.10 0.38 0.48 5,98732 0.20 5,984.63 44 of 52 3.10 Building Phase 3 - 2020 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio -0O2 N13io -CO2 ToIaICG2 CH4 N20 CO2e Category PM10 Ibltlay PM2.5 PM2.5 [b/day I OH -Road 2.88 1773 21.63 0.04 087 0.87 0.87 0.87 3.886.4] e 0.26 3,8918] Total 2.88 17.73 21.63 0.04 0.87 037 0.87 0.87 3,886.47 0.26 0.00 3,891.8] Unmitigated Construction Off -Site 45 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.63 6.5] r................... 5.05 i.................. . 0.02 .................. <..... ............ 0.67 0.19 i .................. 086 5 .................. 0.02 u .... .............................. 0.18 i 0.19 i .................. i ................... i.................. i 1.963.4] i a...... 0.03 1.964.12 Worker .................. i........ 1.74 ...........i................... 148 14.93 ,....... 0.05 ....... <...... 6.20 0.20 i. 640 :...................i...... 0.08 0.19 0.2] e 3.944.83: 0.16 3.948.24 Total 2.37 8.05 19.98 0.07 6.87 0.39 7.26 0.10 0.37 0.46 5,908.30 0.19 5,912.36 45 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Ibltlay PM10 PM2.5 Ib tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.47 0.26 Ibltlay 3.891.87 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.47 0.26 0.00 3,891.8] Mitigated Construction Off -Site 46 of 52 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ibltlay lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i. .................. 0.63 i 6.57 r.................. 5............ i 505 ......e..................d..... ............6 X02 0.6] i 0.19 .................. d................. i 0.88 0.02 0 r................ v...... 0 0.18 ............ 0:19 a ................- a................... :............. ........ i 1,963.47 i 0.03 1,964.12 Worker .................. e................... i]4 i 1.48 e .................. u.................. a 14.93 a.................. a..... ............ 0.05 ' 6.20 a 0.20 e .................. z.................. i 6.40 0.08 i................. a...... 0.19 i 0.27 i .......... .......... ......... i 3,944.83 i 016 � 3,948.24 Total 2.37 8.05 19.98 0.07 6.87 0.39 7.26 0.10 0.37 0.46 5,908.30 0.19 5,912.36 46 of 52 3.10 Building Phase 3 - 2021 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio -0O2 N13io -CO2 ToIaICO2 CH4 N20 CO2e Category PM10 Iblday PM2.5 PM2.5 [b/day I OH -Road 262 16.00 21,45 0.04 073 0]3 0.]3 073 3.886.46 0.23 3,891.35 Total 2.62 16.00 21.45 0.04 0.73 0.73 0.73 0.73 3,886.46 0.23 0.00 3,891.35 Unmitigated Construction Off -Site 47 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.60 6.20 r................... 4.80 i.................. . 0.02 .................. <..... ............ 0.67 0.18 e .................. 0.85 5.................. 0.02 u.... ..............i.................. 0.16 0.18 i .................. i.............. .....i..................a...... i 1.96].56 i 0.03 1.968.16 Worker i........ 1.68 ...........i................... 1.37 14.06 ,....... 0.05 .. . 6.20 0.20 6, 40 0.08 0.19 0.27 e 3.885.35: � 0.15 3.888.60 Total 2.28 7.57 18.86 0.07 6.87 0.38 7.25 0.10 0.35 0.45 5,852.91 0.18 5,856.76 47 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibltlay PM10 Ib tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.46 i 0.23 Ibltlay 3.891.35 Total 3.77 20.41 24.08 0.04 1.77 1.77 1 .77 1 .77 3.886.46 0.23 0.00 3.891.35 Mitigated Construction Off -Site 48 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 T"Fugiti Exhaust PM2 .5 Bio -0O2 NBio -0O2 TolaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 Total Category Ibltlay Ibltlay Hauling 000 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i...................i.................. 0.60 6.20 5 4.80 .................. e..................d..... ............6 102 0.67 0.18 .................. d......0........... 0.85 0.02 r......0.......... v...... 0.16 0:18 .............................. i 1,967.56 i 0.03 1,968.16 Worker ..................i................... 1.68 1.37 e. ................. u.................. 14.06 a.................. a..... ............ 0.05 � 8.20 0.20 c .................. v.................. 6.40 0.08 e................. v...... 0.19 0.27 .......... .......... ......... o....a ........ .......:.... 3,885.35: 0�1�5 � 3,88.80 Total 2.28 7.57 18.86 0.07 6.87 0.38 7.25 0.10 0.35 0.45 5,85271 0.16 5,856.76 48 of 52 3.10 Building Phase 3 - 2022 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio -0O2 N13io -CO2 TotalCO2 CH4 N20 CO2e Category PM10 Iblday PM2.5 PM2.5 Iblday I OH -Road 244 14.56 21.36 0.04 062 062 0.62 0.62 3.886.46 0.22 3,89101 Total 2.44 14.56 21.36 0.04 0.62 0.62 0.62 0.62 3,886.46 0.22 0.00 3,891.01 Unmitigated Construction Off -Site 49 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.57 i 5.90 r................... i 4.56 i............ .........................<..... i 0.02 ............ 0.67 i 0.17 i .................. a i 0.84 ................... 402 r ................... 0.15 i.................. 0.17 i i 1.9]1.52 i i 0.03 i 1.972.09 Worker .................. i................... 1.62 1.27 i................... 13.23 i..... ............................... 0.05 :.....'0- 2,....... 6.20 0.20 .......:................... 641 0.08 '0-1-9, 0.19 ......a..................... 0.27 . e 3.821.39: � 0.15 3.824.46 Total 2.19 7.17 17.79 0.07 6.87 0.37 7.25 0.10 0.34 0.44 5,792.91 0.18 5,796.55 49 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 ToWl CO2 CH4 I N20 CO2e Category Ibltlay PM10 PM2.5 Ib tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 il] 1]7 177 1.77 3.886.46 i 0.22 Ibltlay 3.891.01 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.46 0.22 0.00 3,891.01 Mitigated Construction Off -Site 50 of 52 ROG NOx CO 302 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category Ibltlay lb/day Hauling 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i...................i.................. 0.57 5.90 5 4.56 .................. e..................d .................. 102 0.67 0.17 6 .................. d......0........... 0.84 0.02 r......0.......... v...... 0.15 0:17 .............................. i 1,971.52 i 0.03 1,972.09 Worker ...................... ............. 1.62 i ............ L27 e.................. u............ i 13.23 ......a..................a..... 0.05 a 8.20 0.20 c .................. .i................... i 6.47 0.08 n...... ........... a 0.19 i .. ...............n....a.......... 0.27 .......... .......... ......... .. ....:. 3,82139 i 0.15 � � 3,824.46 Total 2.19 7.17 17.79 0.07 6.87 0.37 7.25 0.10 0.34 0.44 5,792.91 0.18 5,796.55 50 of 52 3.10 Building Phase 3 - 2023 Unmitigated Construction On -Site Unmitigated Construction Off -Site ROG NO. CO 502 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio -0O2 N13io -0O2 TotalCO2 CH4 N20 CO2e Category PM10 Iblday, PM2.5 PM2.5 Iblday I OH -Road 2.27 13.2] 21.30 0.04 052 0.62 0.52 0.52 3.886.46 0.20 3,890.7 1 Total 2.27 13.27 21.30 0.04 0.52 0.52 0.52 0.52 3,886.46 0.20 0.00 3,890.71 Unmitigated Construction Off -Site 51 of 52 ROG NOx CO 502 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Total CO2 CH9 N20 C 2e PM10 PM10 PM2.5 PM2.5 Total I I I I Category Ib/day b ay Hauling 0.00 0.00 0.00 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.54 i 5.64 r................... i 4.37 i.................. . i 0.02 .................. c .................. 0.67 i 0.16 i .................. a i 0.83 ................... 0.02 r ................... 0.14 i.................. 0.16 e i 1.9]5.36 i i 0.03 i 1,975.90 Worker 1.56 1.19 1247 '0' .05 6.20 0.20 641 0.08 0.19 0, 2,7 E 3]62.16: � 0.14 3]65.08 Total 2.10 6.83 16.84 0.07 6.87 0.36 7.24 0.10 0.33 0.43 5,]372 0.17 5,740.98 51 of 52 Mitigated Construction On -Site Mitigated Construction Off -Site ROG NOx CO S02 Fugitive to Exhaust PM10 PM10Total Fugitive PM2S I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -0O2 TotalCO2 CH4 I N20 CO2e Category Ibltlay PM10 PM2.5 Ib tlay Total OH -Road 3.77 i 20.41 i 24.00 i 0.04 ill 1]7 177 1.77 3.886.46 i 0.20 lb/day 3.89071 Total 3.77 20.41 24.08 0.04 1.77 1.77 1.77 1.77 3,886.46 0.20 0.00 3,890.71 Mitigated Construction Off -Site 52 of 52 ROG NOx CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 ToWICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Total Category lb/day lb/day Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor .................. i................... 0.54 5.84 r .................. 5.................. 4.37 e..................d. ................. 0.02 0.87 0.18 6 .................. d......0........... 0.83 r......0.......... 0.02 v...... 0.14 0:16 .............................. i 1,975.36 i 0.03 1,975.90 Worker .......... ............. 1.58 i ............ 1.19 e.................. u...... i 12.47 ............a.................. a .................. 0.05 a 8.20 0.20 c.................. ,i................... 6.41 n...... 0.08 i ... ........a 0.19 i .................n.... 0.27 .......... .......... ......... ....a.................:. 3,762.16 i 014 � 3,765.08 Total 2.10 6.83 16.84 0.07 6.87 0.36 7.24 0.10 0.33 0.43 5,737.52 0.17 5,740.98 52 of 52 CaIEEMod Version: CalEEMod.2011.1.1 NBR Phase 1060711 Orange County. Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric City Park 6.3 Acre Condo/Townhouse 87 Dwelling Unit Single Family Housing 141 Dwelling Unit 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m /s) Utility Company Southern Califomia Edison Climate Zone Precipitation Freq (Days) 2.2 Date: 618/2011 1 of 8 1.3 User Entered Comments 30 Project Characteristics - NBR Phase I const and op Land Use - Land use matches Table 3 of traffic report Population at 2.19 per du per EIR Section 4.7 Construction Phase - Phasing set to project plan Vehicle Trips - Weekday trips per Project traffic analysis Sat and Sun trips default ratios Woodstoves - No woodstoves or wood fireplaces. Gas in 90 percent of homes. Construction Off -road Equipment Mitigation - Set all grading /remediation equipment to Tier 3- 032311. 2.0 Emissions Summary 2.2 Overall Operational Unmitiaated Operational - winter Highlight indicates higher of winter or summer 2 of ROG NO. CO 502 Fugitive Exhaust PM10TOtal F,rJVa Exhaust PM25 Bra -0O2 NBio -0O2 Total CO2 CH4 N20 CO2s PM10 PM10 PM25 PM25 I Total I 1 I 1 1 Category (h/day lelday Area 3234 134 i 94.70 i 0.18 0.00 12.16 000 12.16 4,138.28 i 6.40 0.10 5,912.21 Energy ............ ...................................... 024 ..._........................... 0.88 0.01 i ............................... 0.00 ..............._............... 0.1] ..._ i ...... ..........._t.................. 000 0.17 .......... ..........H..: ................._....... 2,640. i .........._.................... 0.05 0.05 2,656.29 o Je .................. o................... 9.56 1].48 i._...... .........i............._....... i 84.00 i 0.18 ............. o................. i 21.84 i 0.95 o. _............... 22.]9 u.................:...... 0.]4 .... .........x......1.69......:.... 0.95 i 1.69 .............. i ......... i i 16,530.94. 0.88 ......... 1 4. Total 42.14 20.89 179.58 0.37 21.84 0.95 35.12 0.74 0.95 14.02 23,309.4 ].11 0.15 25,11140 Highlight indicates higher of winter or summer 2 of Unmitigated Operational - summer Mitigated Operational ROG NOx CO 502 Fugitive Exhaust PM10Totzl Fugitive Exhaust PM2,5 Bio -0O2 NBio -0O2 ToIaICO2 CH4 N20 CO2e CO2e PM10 PM10 PM10 PM2.5 PM2.5 I Total I I Total I I Category I Category Ibltlay lb/day Ibltlay I Ibluay Area 32.34 1.34 : 94.70 : 0.18 m 0.00 12.16 000 0.00 12.16 : : 4,138.28: 6.40 0,10 5,912.21 Ener9Y .................._...... 0.24 2. 01...... i...... 0. B8.................... ............................... 0.01 ..0 .. .........................e..... ` 0.00 _ ' 0.1] .......... . ....e...................e...... i 000 .............:..... 0.1] .......... _ ......... ....................:.. ... ............ 2,640.22 ' ............................... 0.05 0.05 2,656.29 Mobile ................................................. B.Bfi ifi.08 ............................... 36A4 0.20 2184 095 2279 . 0.]4 . . . . . . . . . . . . 095 : . . . . . . . . . . . . . . . . . . 1 6 ' 1],50]83� 0]1 i Yfi,53094 i 1],5226] Total 41.44 19.49 182.02 039 2184 095 35.12 0.74 095 14.01 24266.33 ].16 0.15 26,091.7 Mitigated Operational 3 of ROG NO. CO S02 Fugitive Exhaust PM10TO1al Fugitive Exhaust PM2.5 No CO2 NBio -0O2 TcAs CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 I Total I I I Category lb/day Ibluay Area 3234 130 9410 0.18 000 12.16 000 12.16 4,13828: 6.40 0.10 5,91221 Energy .......; ........... 0.24 .................. °.. z.o] ..............._ 0.88 °......o:of.... °................. _ >.......�lio............................................. s ......o:oo_..........o:i�_.... s............... ..:.. 2............_°................._....... 840.22 .........._:................... 0.05 0.05 2,856.29 Mobile 9.Sfi 1].48 8400 0.18 2184 0.95 22]9 0.]4 4 095 IM i Yfi,53094 i 0.66 16,54490 Total 42.14 20.89 179.58 0.37 21.84 0.95 35.12 894 0.95 14.92 23,399." ].11 8.15 25,113.40 3 of 4.0 Mobile Detail 4.1 Mitigation Measures Mobile 4.2 Trip Summary Information ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10Total Fugitive PM2.5 I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -CO2 T.tai CO2 CH4 I N20 I CO2e Category Condo/Townhouse ...........................................................................................................i................................. 505.47 . 548.97 465.45 Ibltley 1,685,161 Single Family Housing ...................................... 1,349.37 .................................. 1,421.28 Ibltlay ............................................................... . . . . . . 4,474,722 M7yateb �inm tiyztatl 9.56 456 1748 1748 8400 I 84.00 0.18 i 0.18 2184 0.95 ' .................. I 21.84 I 0.95 22.79 c................... I 22]9 0.]4 i................. ...i...................i....... i 0.74 0.95 0.95 1.69 i 1.69 :16.530.94: e..... I i 16,630.941 0.66 066 16.544.90 16,64490 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4.2 Trip Summary Information 4 of Avera a Dail Tri Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT City Park 14.36 14.36 14.36 40,974 40,974 Condo/Townhouse ...........................................................................................................i................................. 505.47 . 548.97 465.45 ............................... : 1,685,161 1,685,161 Single Family Housing ...................................... 1,349.37 .................................. 1,421.28 : ................................... 1236.57 ............................................................... . . . . . . 4,474,722 4,474,722 Total 1,869.20 1,984.61 1,716.38 6,200,858 6,200,858 4 of 4.3 Trip Type Information 5.0 Energy Detail 5.1 Mitigation Measures Energy Miles Trip % Land Use Use H W or C-W H-S or C-C Hl or U-NW H- C 771�17 H-0 or C-NW City Park Condo/Townhouse 8.90 4 13,30 ............. TZi6� ............ ............ 7.40 ....................... ....................... 9.50 4026 19.20 70.70 Single Family Housing 12.70 7.00 9.50 40.20 1920 40.60 5.0 Energy Detail 5.1 Mitigation Measures Energy 5 of 8 ROG NOx CO S02 Fugitive PM10 Exhaust I 1PIVI0Total Fugitive I PM2,5 I Exhaust PIV12.5 PM2,5 Tatal 1 Bio-0O2 1N8io-0O2 1Tc,r,1CO21 CH4 N20 I CO2 aiegory Ity'day .,..y 77rllu'Gu�M t �Vd NaturalGas 024 55 .... 2A] 2 07 088 088 001 001 0.00 ....... 0 OD 0 17 ..... ........... 0 17 000 0 17 ... Tl 7. 264022 ... .. .. 646H 005 005 26 6,29 265fi 29 Total NA NA NA NA NA NA NA NA NA 1A NA NA NA NA NA I NA 5 of 8 5.2 Energy by Land Use - NaturalGas Unmitigated Mitigated Natntaork, Use ROG Fox CO SO2 Fugitive Exhaust PM10 Total Fugitive Exhaust PM25 Total Bio-CO2 O 2 Total CO2 CH4 N2O CO2e CO2e PM10 PM10 I PM10 PM10 I PM2.5 PM2.5 PM2.5 6NB� Land Use kBTU Land Use kSTU Ibltlay lb/day Ib /day Ibltlay City Park 0 0.00 0.00 0.00 000 0.00 0.00 000 0.00 0.00 000 0.00 0.00 ContloRawnnouse .........................._i................... fi106.99 11.0] i_............ .....i.......................................................... 0.56 1124 0.00 : ................... 6.00 i ............................... 0.05 0.00 0.05 i ]18.4] i 0.01 0.01 72264 Single Family .........................._ 1fi3349 v.........._....... 0.16 _............_.............. i 1.51 ........o..................e.._ � 11.64 001 ...............:...................' i [ 6.09 v.................. i....... ...._......:..................i i 0.12 [ 000 ? 0.12 .................. 1,921 ]5 [ 000 �����......0114����� a 1,921]5 e� ��������� ......0 1.933.45 Total 1,93345 0.25 2.07 0.88 0.01 0.00 0.17 0.00 0.17 2,840.22 0.05 0.05 2,656.29 Mitigated 6 of N.W.Gaa Use ROG NO. CO SO2 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Total Bio -CO2 NBIo-CO2 Total CO2 CH4 N2O CO2e I PM10 PM10 I PM2.5 PM2.5 Land Use kSTU lb/day Ibltlay City Park 0 0.00 0.00 0.00 000 000 0.00 000 0.00 000 000 0.00 0.00 conan/rownnoaae .........._ ................:....................._..... s.l9sss 9.a7 ................0.24.....e..... 0.56 ............ e..... 000 .......... .... e .................. 0.00 e.................. i..... ......_. ....; 0.05 ................ ..;......6...........;......... 000 0.05 __........ _ .......... .........._.. e..... ... .: ..................:......Q.O' ]18.47 a 001 ..... 722 84 Single Family ............................ 1fi 3349 e................... 0.18 i_................. a 1.51 u .................. 0.84 ........................ 001 e ............... d................... e 6.06 e.................. i................... a 0.12 e i........................................ e 006 a 0.12 a 1,921]5 e� ��������� ......0 X04 ����� .....9.�..... 1,93345 HT � � Total 0.25 2.07 0.88 0.01 0.00 0.II 0.00 0.9 2,640.22 0.05 0.05 2,656.29 6 of 6.0 Area Detail 6.1 Mitigation Measures Area 7of8 ROG NOx CO S02 Fugitive PM16 Exhaust PM10 PM10Total Fugitive PM2.5 I Exhaust PM2.5 I PM2.5 Total Bio -0O2 NBio -CO2 Tola1CO2 CH4 I N20 1 CO2e Category Ihldey Iblday gated' UnmM1igatetl 32.34 32.34 1.34 1.34 94.70 94.]0 0.18 0.18 0.00 ............. i....._ 0. ��..._ 12.16 L.... 12�ifi..... i... ...._...........i......0.00_... 0.00 12.16 .....12.16_... 4,138.28: ................... ..q,i30.28..i. ._....... 640 .....640.... 0.10 .....0.'.0..._ 5,912.21 5,912.21 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA I NA I NA 7of8 6.2 Area by SubCategory Unmitigated Mitigated ROG Nos CO S02 Fugitive Exhaust PM10Tota1 Fugitive Exhaust PM2.5 Bio -0O2 NBio- CO2 ToteICO2 CH4 N20 CO2e PM16 PA41p PM25 PM25 I Tatal I I SubCategory Iblday Iblday AmM1ltectu21 Coaling 0.73 0.00 7 0.00 000 0.00 000 Consumer Pmaucls .................. i......_........... i................... i............. ._...e...................i..... ............:. 6.6o _ ................ i.................... ; 6.06 '; i...... 006 ; :...................i..... 6.66 . . . . . . . . . . . . . . a ................... : . . . . . . ; ; : ........ ......... .......... 006 Hearth .................::......... 24.27 ..............154�........_U.18 ! 1.11 u.... 7547......._...1b__........_.... _..........._....... .....0...0..... .._..12.06..... .......... `` ......00 ..........12.05....: i ...........q..4,104.f10.................... ......6.3]..........0.10..... 58]7.21 LandscaPin9 .................. a................... 6.60 0.22 i................... f 19.23 i... ................i ' 0.00 ............ .. ..._ 5 ........... ...._o...................j..... e e 0.00 .......... .....i.................. 0.10 f 0.00 i ..................f..... 0.10 ....o..... ............_:..... .....:..................... .......... ......... 34.28 0.03 ......... 35.00 Total 32.35 1.33 94.70 0.18 0.00 12.16 0.00 12.15 4,138.28 6.0 0.10 5,912.21 Mitigated 8 of FM Ox CO S02 Fugitive Exhaust PM 10 Total Fugitive Ex gust PM2.5 Bio -0O2 NSio- CO2 Tols!CO2 CH4 N20 CO2e PM10 PM10 PM15 PM2.5 Total 1 SubCategory lb/day Iblday ArcM1itectural Coaling 0]3 0.00 070 000 0.00 0.00 Consumer Products .................. e................... 6.75 u.................. e ................... ................... i. ................. 000 .................... . . . . . . . . . . . . . . . . . . . 0.00 u . . . . . . . . . . . . . . . . . . 000 5 . . . . . . . . . . . . . . . . . . . 0.00 5 . . . . . . ............. e....... ...... ...... u.......... ...... .. a....... ...........i................... 000 Hearth ..... 24. 27"_:...... 1. 11...... u.... 7547......._...1b__........_.... o-..._O.00.....e..._12.08 ..... ....................................................... 0.00.055 ............ :..4.104.00..x................. :......6.3]..........._0.10..... 58]].21 LandscaPin9 .................. 0.80 ................... 0 22 ? 19.23 ? 0.00 ............. ..... 5 ......... .......o._................u.... ? ? 0.00 .......... .....i. a 0.10 ............ ......i..................i..... j 0.00 ? f 0.10 .......... ......... . . . . e . . . . . . . . . . . . . . . . . . . :. . . . i 34.28 [ 0.03 .......... 35.00 Total 32.35 1.33 94.70 0.18 0.00 12.16 0.00 12.19 4,138.28 fi.40 0.10 6,912.21 8 of CaIEEMod Version: CaIEEMod.2011.1.1 Newport Banning Ranch Ph 2 operations Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses size MQM Other Asphalt Surfaces 7.26 Acre City Park .................................................. ............................... 20 Acre Hotel ................................. . . . . . . . . . . . . . . . . . . . . . . . . . ....................... 75 Roam Cendo7rownhouse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 Dwelling Unit Condo/Townhouse High Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 365 Dwelling Unit Single Family Housing ..................... _...................... _...................... _.......... 102 Dwelling Unit Regional Shopping Center 37.5 10001 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m /s) Utility Company Southern California Edison Climate Zone Precipitation Freq (Days) 2.2 Date: 6/27/2011 1 Of 9 1.3 User Entered Comments 30 Project Characteristics - This file only for Phase 2 operations; all construction data not relevant. Land Use - Lot acreages and population from project description and Section 4.7 Construction Phase - Construction data not relevant Off -road Equipment - no construction Off -road Equipment - Equipment from project plan Trips and VMT - No construction Grading - Export and acreage of disturbance from project description Vehicle Trips - Weekday trip rates from traffic analysis. Sat and Sun rates from default ratios. Woodstoves - No wood stoves or wood fireplaces. Gas FP in all SF and 90% of condo /townhouse. Energy Use - Water And Wastewater - Water use from project WSA; res grouping may vary but all H2O included. Solid Waste - Solid waste generation rates from project study; substantially higher than defaults. Landfill gas data for Bowerman landfill from OCWaste. Construction Off -road Equipment Mitigation - Approximately 50 -50, Tier 3 and Tier 4 const. equip. Mobile Land Use Mitigation - Density =763 du /100 ac; 103 du below market rate Architectural Coating - No coating Area Mitigation - Energy Mitigation - Exceed Title 24 by 5% per PDF Water Mitigation - 2 of 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational -Winter Mitigated Operational - Winter ROG NOx CO S02 Fugitive Exhaust PMIOTdaI Fugitive Exhaust PM25 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e CO2e 1 PM10 PM10 PM10 PM2.5 PM25 Total PM25 I Total I I I ategory ategory 10 day b1day Ib Eay lb /day Area 19.62 0.52 a 44.86 0.00 000 0.87 000 0.00 0.86 9,890.44 a 027 0.18 9,951.79 Energy .................. 0.5] e..................?.................. 4.96 2.55 i......0...... .....i..................i...... 0.03 ...... ......e 0.00 ..................e..... 0.40 ......................e...... .......... _ 0.00 O.aO _ .......... _ _ .......... .. ....................................... i 6,246.3] i 0.12 _ . 0.11 Mobile .... 30. 52_...?_.. .5111.._v.... SEE ... i......0.fi4_ ...5.....]685.... ... .... 3.20.... .....8005.... .....1 Ofi ....... _.........80..... ]1.34"0.95 .................. ........Bg ..... .................. x.52.846]1 �.............................. 1..... ......... .. 5$880.18 Total 50.71 56.59 290.26 0.67 76.05 3.20 81.32 1.06 2.00 5.12 68,983.58 2.36 0.29 69,124.33 Mitigated Operational - Winter Highlight indicates higher of winter or summer 3 of ROG NO. CO S02 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 Tolai CO2 CHa N20 CO2e 1 PM10 PM10 PM2.5 PM25 I Total I I I ategory b1day lb /day Area 19.82 0.52 448fi 0.00 000 0.87 1100 0.86 9,890.44 0.2] 0.18 9,951.]9 Energy ..................:......4.14 0.55 .... s...... 2. 44..... e............ a ........................e...... 0.03 a 0.00 .....e ...................e..... ' 038 .......... .... v.... i e ..............................q 0.00 0.38 .......... ......... � 5,9]].09 0.11 ������������� 0.11 6,01348 Mobile .................. 28.21 i..................;.................. i.................. 46.82 229.49 i............ 0.58 .........................i..... 68.4T 2.8] ]1.34"0.95 '; 2.51 .....e.....3.46.....'....', .......... ` .,...,.. 4],229.95 ' .. ....1 ]8' ......... 4],26].29 Total 48.38 51.80 276.79 0.61 68.47 2.87 72.59 0.95 2.51 4.70 fi3,09].4B 2.16 0.29 63,232.54 Highlight indicates higher of winter or summer 3 of Mitigated Operational - Summer 4.0 Mobile Detail 4.1 Mitigation Measures Mobile Increase Density Increase Diversity Integrate Below Market Rate Housing Improve Pedestrian Network ROG NOr: �O S02 Fugitive Exhaust PM10Tolal Fugitive Exhaust PM25 Blo -0O2 NBio- CO2 Total CO2 CH4 N20 CO2e category PM10 PM10 PM25 PM25 I Tofal I 1 Mitigated n717tetl 2821 .................. 30.52 4662 i.................. d.................. 51.11 e 22949 250.85 Category 6847 287 i............ ......i..................i..... 76.85 3.20 ]1.34 ? 80.05 � 095 1.06 251 ? 2.80 ...........3.86.....52,846.77: Iblday :47,229.95: .......... a .......... .....1X97 1.78 ......... 47267.29 52,888.16 Ibltlay NA NA NA Area 19.82 0.52 4486 0.00 0.00 08] NA 0.00 0.86 [ 9.890.44: 0.27 0.18 9,951.79 EnergY ..... O. SS..... i...... a.. q.._ S..__ 2. 04 ..._i.........03.... ._........_ .....000.... .....0.36 .... .......... ......000..........038..... .................. x..5.91].09_ .......... _. .....0.11.... ...._0.11..._ fi,01346 Mobile .................. 28.20 i............................ 42.18 ............................... 23221 0.61 _ 6847 2.88 i ]1.33 _ I D.95 ............:.................. 2.50 345 _ .............. _ i ......... .... ...995.2 ... ;49,995.02; � ......200..... _ ......... ��� 50,038.33 Total 46.37 48.04 279.51 8.64 68.47 2.86 72.58 0.95 2.58 4.69 65,862.55 2.44 0.29 N.003.58 4.0 Mobile Detail 4.1 Mitigation Measures Mobile Increase Density Increase Diversity Integrate Below Market Rate Housing Improve Pedestrian Network 4of9 ROO NOx CO S02 Fugitive PM10 Exhaust PM10 PM10Tolal Fugitive PM2.5 I Exhaust PM2.5 P1,12.5 Total 1 Bio -0O2 NSe,CO2 ToWICO2 CH4 N20 CO2e category Iblday Ibltlay Mitigated n717tetl 2821 .................. 30.52 4662 i.................. d.................. 51.11 e 22949 250.85 a 058 e................... 0.64 6847 287 i............ ......i..................i..... 76.85 3.20 ]1.34 ? 80.05 � 095 1.06 251 ? 2.80 ...........3.86.....52,846.77: 3.46 :47,229.95: .......... a .......... .....1X97 1.78 ......... 47267.29 52,888.16 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4of9 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturtlay Sunday Annual VMT Annual VMT City Park 382.20 382.20 u................................. 382.20 u... 1,090,249 971,412 Cando/Townhouse Condo/Townhouse High Rise Hotel Other Asphalt Surfaces ............. .............__ 395A8 ........... ................._ 2,120.65 ...................................... 367.50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 0.00 ........ 429.08 ........ u....................... .......... 2,303.15 L................................. 388.25 . . . . .. . . u .. . . . . .. . . . . .. . . . . .. . . . . .. . 0.00 ..............................e ................................ 363.80 u................................. e_.......................................... 1952.75 L... ..............................i ................................... 267.75 . . . .. . u . . .. . . . . .. . . . . .. . . ............... I ............................................ 0.00 ............ ........ _ ...... __.. 1,317,138 .................. ._.. 7,069,929 ............................... 983,784 . .............. . . . . . . 1,173,570 6,299,307 876,552 Regional Shopping Center 2,81625 ................................. 3, 277.50 ....... ...1fi5525......... _ . ................. .....7,122,084 . . 6345,777 Single Family Housing . . ........... . . . . . . . . . . . . . . . .......... 976.14 . ................................. 1,028.16 . . ................. . .............. : _ . .............................................. 894.54 . ............ 3,237,033 2,884,196 Total 7,057.82 1 7,788.34 1 5,516.29 1 20,820,218 1 18,550,814 4.3 Trip Type Information 5 of 9 Miles. Trip % Land Use H -W or PW HS or C-C H -Oar C -NW H -W or C -W H -S or C -C H -O or C -NW City Park 8.90 13.30 7.40 33.00 48.00 19.00 Condo/Townhouse ...................................... 12.70 [.................................. 7.00 e.................................. e................................. 9.50 [................................. 40.20 19.20 40.60 Condorlownhouse High Rise 12.70 ..........._ ............................... 7.00 ..,.............9.50 40.20 19.20 40.60 Hotel . . . . ...................... . . . . . . . . . . . 8.90 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.30 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 19.40 . ................................ 61.60 19.00 Other Asphalt Surfaces ......................... _........................................................................ 8.90 13.30 ..................................... 7.40 i 0.00 .. ............................... 0.00 0.00 Regional Shopping Center .......................... _ .......... 8.90 .................................. 13.30 .................................. j 7.40 ....... ............................... 16.30 4 ................. 64.70 19.00 Single Family Housing 12.70 7.00 1 9.50 40.20 19.20 40.60 5 of 9 5.0 Energy Detail 5.1 Mitigation Measures Energy Exceed Title 24 5.2 Energy by Land Use - NaturalGas Unmitigated ROG N x GO S02 Fug,tl,. PM10 Exhaust PM10 IPM10Total Fugitive PM2.5 I Exhaust PM25 I PM2 5 Total 1 Ed - CO2 jN&o-0O2 TotaICO21 H4 NZ e category Itelday, PM10 PM10 PM2.5 PM2.5 ID ay I Natural a 0.55 ..... O. ST..... 4.74 i...... a. g�............ 2.44 Z. 55..... 0.03 e...... 0. 03 _...n ..................i.................. 000 03 i......060_... .......... 0.00 ......0.00..........040..... 0.38 5,9]].09: .......... .i..fi.246.3T_e. 0.11 ......... ......0.12_... 0.11 ......a.i ...... QOffi46 6�2B4.3B NaNralGas Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA I NA I NA 5.2 Energy by Land Use - NaturalGas Unmitigated 6 of 9 NatudIGas Use ROG NO. CO 802 Fugitive Exhaust PM10Total Fugitlye Exhaust PM2.5Total Bio -0O2 NBio- 002 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 I I Lantl Usa kBTU I tley .say City Park 0 000 000 000 000 000 000 0.00 0.00 000 m m 000 1 000 000 ContloROwnnouse .... ................ ....... ?...... 4]7328 i . -66.....?........................ 0.05 ' 0.44 ............................... 0.19 0.00 ? .................. i,.........,........ i i O.Op .. � }.......... _.... ?................. _ 004 ... ...............�._............. 000 _ ......... 0.04 ;`����� �;561.56���� _ ........._- ......0.01_..........0.01..... 564,96 Condo ?ownM1ause ......._ ..................i.................. 25fi21.3 028 i.......... ..............._............... 2.3fi 100 ....._..... 002 i .................. e.............. .....i..................i................ 0.00 _ 019 ...... ............a.................. 000 019 1 3,014.2] i O.Ofi OOfi 3,03261 Hotel .............. ......... ?_..................__ 106]2.2 0.12 1.05..._.......__........._.. '_.. 0.88 0.01 .__.... _ e i 0.00 _ _ ................. - ' 0.08. e e 60 0.00 - .__.... __ ..............:..... .. 0.08 ...............:. .. _ ......... _ _ ......... ;1;255.55 .............�................. 0.02 0.02 1,263.19 Other Asphalt ............. ...._ ..... ... i ............. 0 I .... 000 .............. 0.00 I ........ ........... 000 ._ ........ _.....i 000 e.......... _. ...... i 0.00 i .... ..............i................ 000 ............. . .... O.pO .. ............... . . : _ . . . I 0.00 ' I 000 I 000 000 000 soma as Regional SM1OpPIng .......210 ..............!........ 210.616 ..........!.._..............i.. 0.00 ? 0.02 ....._...............0.00.....! 002 0.00 ......... i 0.00 ............................ 000 ... _ ...... ......... 0.00 _ ......... _ 24.]8 ? 0.00 000 24.93 Sl Family Hoi ........................... i.._ 11816.] .............. 0.13 _...... _ ........ _`........................ 1.09 0,4fi .a................. 001 i ..... _........... e_ ........ _ ....... 000 : .................. i................. 009 .:...... 006 ................... JG5 i 1,390.20 i 003 003 13966fi Total 0.50 4.96 2.55 0.04 0.00 0.40 000 0.40 6,246.36 0.12 0.12 6,284.37 6 of 9 Mitigated 6.0 Area Detail 6.1 Mitigation Measures Area Use Low VOC Paint - Residential Interior Use Low VOC Paint - Residential Exterior Use Low VOC Paint - Non - Residential Interior Use Low VOC Paint - Non - Residential Exterior Use only Natural Gas Hearths 7 of N.WneGas Use ROG NOx CO S02 Fugitiva Exhausl PM10Total Fugii Exhaust PM2.5 Total Bio -0O2 Nelo- CO2 Total CO2 CH4 N20 CO2. PM10 I PM10 PM25 PM2.5 an Use He ., Ib ay ., ity Par 0 opu U ter 1.00 0.00 0.00 000 0,00 ontlaR ownM1OUSa ... ... .................... g.................. 4.56814 a n.._............_ 0.05 a 0.42 a i.......__........ 0.18 i._ ... . ....__...g...... _......_:...... ......_..... 6 .................. i 0.00 e i 0.00 a 0.03 6.............................. ......i...................i.... e e 0.00 a 0.03 e e 53].19 e e . . . . 0.01 i 001 540.46 CondoROwnM1OUSS ........................... e............_.... 24.5094 02fi e.._............_:...................:._........_..... 22fi 098 001 e....._........_.:_....0.._....... 0.00 e.................. 0.10 e......... ........e..................e... 0.00 0.18 i 2,88346 O:Ofi 005 2,901.01 Hotel ........................... g.................. 10:2154 g.. _.............. 011 ' 1.00 a i....... _.......... 0.84 i........... of 0.01 ............... .._.i_ ................ ..............._p.... e e 0.00 0.06 ......... ....................._e 0.00 ' ................... 0.08 ......... ......... 0 ..... >.... .._i.............:._ a 1.201.81 a .............i.:............... 0.02 0.02 ,209.13 Other Asphalt ............. .............. e.................. 0 0.00 e ........ .......... 0.00 i......_.......... 000 i........... _..... 0.00 e..............._. i ................... 0.00 e......... .........e.................e... 000 ............... 0.00 e................... 0.00 i ................ _e .................. i.... 000 0,00 0.00 Regional ShoPPing Center ...... 02054]9...... ...... ................. ........ .................. 11.3088 O. oO..... 012 i ..... ..........._i.................. 0.02 i :..................: 104 002:..... .................: 044 i..... 0.00 ............ ......e..................i_.... 0.01 ......... i....e ................. om ..... ........i.................e.... 000 .... i........ ......i.... ooe 008 ......... o,00 ......... e..................e... 000 ....... 000 .............. OJ8 ......... ...... ......... 2a.n i_................................... i.........__............ a 1,33045 a ... 6.60 ............................... 003 .. 006 002 ]24302 Sin leFee l 9 Y Total 054 414 244 003 0.00 03] 900 0.37 597708 0.12 0.10 6.0 Area Detail 6.1 Mitigation Measures Area Use Low VOC Paint - Residential Interior Use Low VOC Paint - Residential Exterior Use Low VOC Paint - Non - Residential Interior Use Low VOC Paint - Non - Residential Exterior Use only Natural Gas Hearths 7 of 6.2 Area by SubCategory Unmitigated HOC NOx CO SO2 Fugitive Exhaust PM10 PM10 PMtOTMaI Fugitive PM25 Exhaust PM2.5 PM2.5 Total BIo- CO? Ivaco- CO2 Total CO2 CH4 N2O CO2e ategory Ib Day PM2.5 PM2.5 Total I Ib;cay Mitigated ummtigma 19.62 ..... 19. 62_... 0.52 i .................. e.................. ' 0.52 a 44 86 4486 0.00 F............ ......i........................ 0.00 000 ...... .........................i..... 000 0.87 08] .......... ....a..... ? 0.00 000.....0 0.86 .................n.... 0.86 a 9,890.44 a .......... .......... .... e ................. e.... .... i 9.890.44 � 0.2] u................. 0.27 0.18 .................. O.tB 9,951]9 9951] Total NA NA INA INA NA NA NA NA NA NA NA A NA A NA NA 6.2 Area by SubCategory Unmitigated 8 of 9 ROG NOx CO SO2 Fugitive Exhaust PM10TMal Fugitive Exhaust PM2.5 BIo- CO2 NBIB -CO2 Thal CO2 CH4 N2O CO2e PM10 PM10 PM2.5 PM2.5 Total I 1 SubCategory Ib /tlay Ibltlay Archrectural 2.25 000 M 000 000 000 0 c Consumer Products .................. 15.11 i.................. ;.................. i................... i............. .....:..................i...... 0.00 . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . 0.00 : .................. 0.00 ; . . . . . . . . . . . ....... 000 0.00 Hearth .................. 090 i.................. i............_............. 0.00 i 0.05 .........i..................e................. gas soe i................... i............... ....i. gsz .................. a.a0 e...... 0'6.1...... ss1 i .................. i..9,810. ......e ...... ...... ...... e.................. s,elg.gs ns 0.1e s,ess.]s La0tlsoapmg ............ ...... 1.36 i........_........ 5............ i 0.52 . .... i 44.81 i.................. i 0.00 ............ ......._............. i 0.00 .......... 0.25 ............:...... i 0.00 ............. i 0.25 .......... ......... i 80.44 0.08 ......... 82.09 Total 19.62 0.52 44.86 0.00 0.00 0.07 0.00 0.86 9,690.44 0.27 0.18 9,951.]9 8 of 9 Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Use Water Efficient Irrigation System 9 of 9 F40C HCx CO 502 Fu9ilive Exhaust PM1OTMal FuOifve Exhaust PM25 6io -COZ NBio -0O2 TMaICO2 CHa tu20 CO?n PM'i PM1O PM25 PM25 Total uD ategory Ib day Ib Oay Architectural 225 .....1.5n . ..................................... i.................5........ 000 .............................. 0.00 000 . 000 0.00 . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . 000 0.00 ...... ..... . : 0.00 :.... .......... ....;.... ......... .....L.... ......... ......... 0.00 onsumer rotlucts Hearth .................. 0.90 j_......__...... e.._.............. j......................... 0.00 a 0.05 0.00 ............e.................. 0.00 _.... _........... e 0.62 ...................:.................. 0.00 i................. y..................:........ 0.81 ..........i......__........:_.. a 9,610.00 . ....__...' .................. Landscaping ..................$ 13fi ................. e.................. 0.52 e.......... a4.e1 .......- aas i..................w... ...... ......3 0O0 ..................e..... azs .......... ....e..................u..... aoo ............e.... o.zs :... .......... ......... eo.44 "" "doe "" ......... 8209 Total 19.62 0.52 44.88 0.00 D.00 0.87 0.00 0.86 9,890.40 0.27 0.18 9,951.19 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Use Water Efficient Irrigation System 9 of 9 CaIEEMod Version: CalEEMod.2011.1.1 Newport Banning Ranch buildout 062411 Composite Orange County. Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric City Park 28 Acre Hotel 75 Room CondoAbwnhouse . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . 222 Dwelling Unit Condofrownhouse High Rise 730 Dwelling Unit Single Family Housing 423 Dwelling Unit Regional Shopping Center 75 1000sgft 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m /s) Utility Company Southern Califomia Edison Climate Zone Precipitation Freq (Days) 2.2 Date: 6/21/2011 1 of 10 1.3 User Entered Comments 30 Project Characteristics - All operational, most const; arch coating and paving run separately. Land Use - Lot acreages and population from project description and Section 4.7 Vehicle Trips - Weekday trip rates from traffic analysis. Sat and Sun rates from default ratios. Soccer field and tennis court trips included in City Park Res HIM trip and Non res C -C entries per SCAQMD. Woodstoves - No wood stoves or wood fireplaces. Gas FP in all SF and 90% of condo /townhouse. Energy Use - Water And Wastewater - Water use from project WSA in EIR Section 4.15; res grouping may vary but all H2O included. Solid Waste - Solid waste generation rates from project study; substantially higher than defaults. Landfill gas data for Bowerman landfill from OCWaste. Land Use Change - Data per bio resources analysis Mobile Land Use Mitigation - 1,375 du /150 acres - conservative inclusion of 50 acres local parks 206 du below market rate Area Mitigation - Energy Mitigation - Water Mitigation - Mobile Commute Mitigation - 2 of 10 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational - Winter Mitigated Operational - Winter ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM2.5 Bio -0O2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM10 PM10 PM2.5 PM2.5 PM2.5 Total I I Category Category Ihltley lb/day Ibltlay Ibltlay Area 48.34 Area 48.34 1.32 i 114.93 i 0.01 0.00 2.35 2.33 000 2.33 i 27.308.39 i 072 0.50 27.47750 Energy ...... _ ......... :..... 1.3] fl] 6 ....... ..... 5. 46..... i_ ................:.............. 0.0] ..... e ................. 0.00 e.................. 0.95 a.... ..... .......... i...... ...... ......3 0.00 ..................i..... 0.95 .......... a ........ ....e............... :14,932.24: 0.29 11.27 15,023.12 Mobile .................. 4 203.99 ................... j 12445 e................... i 598 Afi e....... ............e.................i i 1.54 7,63...... i 1]8.58 i ]fi3 e .................................. i 16fi.22 .........................i..... i 246 i 662 .............e..... 910 ....i....................... .....e .......... a ......... i 122,27329; 474 ......... 122,37284 Tatal 253.78 137.53 718.85 1.62 178.58 7.63 189.52 2.48 6.62 12.38 164,513.92 5.75 0.77 164,873.46 Mitigated Operational - Winter Highlight indicates higher of winter or summer 3 of 10 ROG NO. CO 502 Fugitive Exhaust PM10Total Fugitive Exhaust PM25 Bio -0O2 NBio -CO2 TOIe CO2 CH4 N20 CO2e PM10 PM10 PM25 PM2.5 Total I I I Category Ihltley Ibltlay Area 48.34 132 i 114.93 i 0.01 0.00 2.35 0.00 2.33 :27.30839; 0]2 0.50 27.477.50 Ener9Y ..................a.....i 1.31 1'26_...:......5.22 ...............0-7 .................. a 0.0] ..... 8 ............ .....3...................:..... a 0.00 0.90 .......... .....:...... ........ .....:...................:..... i 0 00 0.90 ....a......... ....... .......... ......... .. .. .. ............. i 14,288.29 ............................... 0.2] 0.26 14,3]5.25 Mobile .......i ...................i. .......................................................... !���4fi2 ]] i 103 ..................:........................................ I 11fi 0] I 520 121 28 [ 1.61 . . ....... [ 454 i �fi 15 �... .......... .'�81,56]]0 �: ............. ... .. 33].... ......... .. 61,63866 Total 195.41 109.58 582.92 1.11 116.07 5.20 124.53 1.61 1 4.54 1 9.36 1 123,164.381 1 O.T6 123,491.23 Highlight indicates higher of winter or summer 3 of 10 Mitigated Operational - Summer 4.0 Mobile Detail 4.1 Mitigation Measures Mobile Increase Density Increase Diversity Integrate Below Market Rate Housing Improve Pedestrian Network 4 of 10 ROG NO, CO S02 Fugitive Exhaust PM 10 Total Fugitive Exhaust PM2.5 Bio -0O2 NBio -0O2 TotaICO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM25 Total I I I Category lWday Iblday Area 4834 132 i 11493 i 001 000 2.35 i 000 233 i 27 30839 i 072 050 27.47750 Energy .................. i......__.................._.....- 1.31 11.26 5.22 e............ ......................._e...... 0.0] ..... .......e 0.00 ................_i..... 0.90 .......... .....i.................. 0.00 i ................_i..... 0.90 .......... ..... ....e. ..88.2.... :14,288.29 - ................ �..... ! 0.27 0.26 14,375.25 M.W. .................. o ................... 92.99 4.3.].9.9 . i 1.08 ' ... ............... 116.07 5.17 o................... 121.25 ........ ........._ 1.81 1 ..... ............i.................. i 4.50 6.11 r..... .......... ....o ................_.. i i86,210.24i ......... 3.34 ......... 86,28039 Tatai 176.15 105.57 SSB.14 1.16 116.07 5.17 124.50 1.61 1 4.50 1 9.34 1 1127,806.92[ 4.33 1 096 126,133.14 4.0 Mobile Detail 4.1 Mitigation Measures Mobile Increase Density Increase Diversity Integrate Below Market Rate Housing Improve Pedestrian Network 4 of 10 4.2 Trip Summary Information ROG NO. CO S02 Fugitive Exhaust PM10 PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total I Bio -0O2 NBio -0O2 Total CO2 CH4 I N20 I CO2e Category 992,837 2,795,821 e High Rise ....... ............................... 8,482.60 ... ............................... 9,212.60 1.................................. Ib dey ............................... . 14,144,495 9,193,465 Hotel ...................................... 735.00 Iblday, ................................... . . . . . . . 535.50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 984,299 Mlligated Unmitigated 145.76 .......i. ........... 203.99 97.00 .......... ........e. 124.45 : 462.77 .......... .... ....e [ 598.46 1.03 ...................e...... 1.54 : 116.07 : 5.20 ........ :.......... .............................e. : 178.58 ' ].63 : 121.28 ' 186.22 : 1.61 2�����������`����������2������� ' 248 4,54 662 fi.15 .. 9.10 : 81,567 70 ; .......... _.......................................... :122,Z73.29; 3.37 4.]4 .......... 81.638.48 122,372.84 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4.2 Trip Summary Information 5 of 10 Avera a Dail Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT City Park Condo/Townhouse 1,070.16 2,579.64 1,070.16 ? 2,801.64 1070.16 2375.40 E........................................................... 1,527,518 4,301,477 992,837 2,795,821 e High Rise ....... ............................... 8,482.60 ... ............................... 9,212.60 1.................................. 7811.00 i i ............................... . 14,144,495 9,193,465 Hotel ...................................... 735.00 736.50 ................................... . . . . . . . 535.50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 984,299 639,762 Regional Shopping Center11,265.0013,110.00� Single Family Housing ...................................... 8,096.22 . .................................. 8,527.68 6621.00` .... .....................14,265,920 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; ........................................................... 7419.42 . . . . . . . . . . 13,428,567 9,272,388 8,728,136 Total 32,228.62 35,458.58 25,832.48 48,652,276 31,622,409 5 of 10 4.3 Trip Type Information 5.0 Energy Detail 5.1 Mitigation Measures Energy Exceed Title 24 ROG Miles CO S02 Trip % Exhaust PM10 Land Use H -W or C -W H -S or C -C H -O or C -NW H -W or C -W H -S or C -C H -O or C -NW City Park 8.90 13.30 7.40 33.00 46.00 19.00 Condo/Townhouse 12.70 7.00 9.50 40.20 19.20 40.60 Condo/Townhouse High Rise ......................................:.................................. 12.70 7.00 e................................... 9.50 e.................................. e... 40.20 ............................... 19.20 40.60 Hotel 8.90 '; 13.30 .............7.40.......... ._............19.40........._] : 0.90 e.................. 0.95 61.60 19.00 Regional Shopping Center .................................... 8.90 o.................................. 13.30 E................................:_................................ 7.40 f... 16.30 ............................... 64.70 19.00 Single Family Housing 12.70 7.00 9.50 40.20 1920 . 40.60 5.0 Energy Detail 5.1 Mitigation Measures Energy Exceed Title 24 6 o 10 ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10Total Fugitive PM2.5 I Exhaust PM2.5 I PM2.5 Total Bio-0O2 NBio -CO2 TotaICO2 CH4 N20 I COO Category lb/day Iblday NaWralGas Mlliskied NaturalGas 1.31 .................. 1.3] 11.26 ..... 11.] 6_...:...... 5.22 5. 4.6..... 0.07 e ............... ....i...................i...... i 0.0] 0.00 . ...........c ' i 0.00 0.90 ................... 0.95 i..... ..... .......... 000 i................... 000 0.90 e.................. 0.95 : 14,288.29 .......... ................... :14,932.24; 0.27 : ......... 0.29 0.26 0.27 14,3]5.25 15,023.12 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 6 o 10 5.2 Energy by Land Use - NaturalGas Unmitigated Mitigated NaturalGes Use ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Ezhaust .hrua PM25 Total Bio -0O2 NBlo- CO2 Total CO2 CH4 N20 CO2e CO2e PM10 PM10 PM10 PM2.5 PM2.5 PM2.5 Land USe kBTU Land Use xniu Ib day uld, Ib /day Iblday City Park 0 0.00 0.00 0.00 000 0.00 0,00 0.00 0.00 0.00 000 0.00 0.00 Condo]rownhouse ...................... ...._i......6.'1'.......i_..... 15583.4 i 0.1] ht..................6-1 1.44 ....i.................. i 0:61 :..................:..................._......._..... ; 0.01 i i 0.00 .....:..........._............. 0.12 0.00 0.12 ...._... .......... - .................... .... ..... 1,833:34 0.04 - 0.03 1,844.49 Cantlo/rawnhouse ................ ............v.........._....... 512426 0.55 _............_............. 4.]2 .........,......._............_ 2.01 0.03 0.00 0.38 0.00 0.38 [ fi02854' 0.12 0.11 fi,o6523 Hotel .........................._:................... 106]2.2 0.12 i_.... 1. OS .....i...._.............o..... a 0.88 .._.........e 0.01 ......._. ..... ........... 0. 00.....d..................r.... ......... .....i......................... 0.08 0.00 ..............e..... 0.06 .....i...................j..... ....:...... ...._... .......... a 1,255.55: 0..................0........... 0.02 0.02 1.263.19 Regional Shopping ............................ 421.233 ............................:......................... 49004.] a................... 0.00 053 i............... ....i...................ea..... 0.04 4. 52 .....u......................... 0.03 e 1 92 ............F.... i 0.00 ............e..... 0.03 e .......... .._ a ........... .......q....................... 0.00 .......... .... e ............ ......e..................i..... e 0.00 ......... 0.00 ......... .....i...... 0.3] 0.00 ...... ......i a 0.00 0.00 ...................a.... 0.3] ......... ... .......... .... . ......................O.QO..... .....:..... ................ a 49.56 ......... .......... .....:.. ..................... ....•..... a 5,]6526 a 0.00 ............................. 0:11 0.11 49.86 5.800.35 Single Family Total Total 1.3] 11.]] 5.45 0.08 0.00 0.95 0.00 0.95 14,932.25 0.29 0.2] 15,023.12 Mitigated 7 of 10 NaturalGes Use ROG NOx CO S02 Fugitive Exhaust PM10 Total Fugitive Exhaust PM2.5 Total Bio -0O2 NBlo- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 Land Use xniu uld, Iblday City Park 0 0.00 0.00 0.00 000 0.00 0.00 000 0.00 0.00 000 000 0.00 Condo /rawnhouse .......................... ..o...................i__....3' 1490]1 a 0.16 .....L..................o..... a 0.58 .............3..... 0.01 ......... _... e......0. 00.....4....................... ......... ............ O.1T ...... ......i 0.00 ...................i.... 0.11 .....a..................a.... ....•...... ......_. .......... a 1,]53.]8 a 0...........r......0........... 0.03 0.03 1784.45 ContloROwnhouae ................_........_ e.........._....... 490188 i 0.53 i_............_... i 4.52 i................... 192 i...... ............e.._........_.....w 003 i ...._......,..... i 0.00 a ...................:...................:................ 0.3] i ...i....................e...... i 0.00 i 0.3] i i 5,]fi6.92 i i 011 011 5,802.W Hotel .........................._ i................... 10.2154 0.71 e_.... 1. 00 .....i...................o..... 0.84 ............. j..... 001 ......._. .... E.................. 0.00 i.................. i..... ..... ......... 0.08 i...... ............ 0.00 i .................... i..... 0.08 ..... e.................. i..... ...._... .......... a 1,201.81 a i ...... ............i.................. 002 0.02 1,209.13 Regional Shopping ............................ n................... 0.410959 ............................?...................i...................i.... 468982 0.00 051 i................... 004 4.32 i.................. .�.....O.Op.....e.._........... 0.03 ............................... 1.64 ; 003 i ._ ........... ........e......0.00......i..... i i 0.00. i X00 ......... .....e.... 0.00 . . . . . . . . . . . . . . 0.35 i ..0.00......1.................. 0.00 i . . . . . . . . . . . . . . . . . . . e 006 0.00 . . . . . . . . . . . . . . . . . . . . e . ; 0.35 i ......... .......... a 48.35 ' . . . . . ��� ��� ��i���5,51 ]�43��i� ���������� ............................... 0.00 - ......0 X11 ����- 0.00 .....0.10..... 48.64 5,551.01 Single Family Total 1.31 1L25 5.21 0.06 0.00 0.91 0.00 0.91 14,288.29 0.2] 0.26 14,3]5.25 7 of 10 6.0 Area Detail 6.1 Mitigation Measures Area Use Low VOC Paint - Residential Interior Use Low VOC Paint - Residential Exterior Use Low VOC Paint- Non - Residential Interior Use Low VOC Paint - Non-Residential Exterior Use only Natural Gas Hearths 8 of 10 ROG NOx CO S02 F,itw. PM10 Exhaust I IPM10Tetall Fugitive PM25 Exhaust I I PM2.5 Bi.- CO2 I I NEfio- CO2 I Total CO2 I CH4 N20 I CO2a Category Iblday 10'a.y 1 - - - I Mitigated Unmitigated 48,34 .... 1.32 . ...... 114.93 .................. 114.93 001 ....................................... 0.01 000 . .................. 1 0.00 235 . ............................................................ 2,35 0,00 OdO 2,33 ....................................... 233 27,30839 . ................... ....................... 27,30839 0,72 ... 0 0,50 27,47750 27,47750 Total NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I NA 8 of 10 6.2 Area by SubCategory Unmitigated Mitigated ROG NOx CO S02 Fugitive Exhaust PM10T0tal Fugitive Exhaust PMZS Bio -0O2 NBio- COP T.hd COI CH4 N20 CO2e PM10 PM10 PM2.5 PM2.5 I Total I 1 1 SubCategory Ibltlay Ibltlay ArchitecWral Coating 4.84 0.00 0.00 0.00 0.00 0.00 Consumer Pdcd dls ................................................................................... 3].5] .... ..... ................... 1 ........... ?.................._ 000 .......... : a:00 i i " " "'6'a6 �'': "" "0:06 ..........._ .......... ......... ......... ......... 000 Hearth ........................ 2.48 0. 00........... 0. 14..... i... ................i.............. 0.00 .....: ........................' i 0.00 .......... .'Z...... �.... .....i.................. 000 1.70 .......... ....................................... ....... 2],10185 � ............:.................. 0.52 0.50 2],266.58 Lauded, n9 ........................'. 3z_......................... 114.79 ............................... 0.01 _ 0.00 _ .......... 0.83 000 0.83 .......... _ ......... 206.]4 0.20 .......... 210.91 Total 48.35 1.32 114.93 0.01 0.00 2.35 0.00 2.33 27,308.39 0.72 0.50 27,4]].49 Mitigated 9 of 10 ROG NO. CO S02 Fugibve Exhaust PM10Total Fugitive Exhaust PM2.5 Bid- CO2 NBio -0O2 Total CO2 CH4 N20 CO2e PM10 PM10 PMZ5 PM2.5 I Tatel I Sub ategory Ibltlay Ibltlay Ar7tectural Coating 4.84 i 0.00 0.00 000 0.00 0.00 Consumer Pmtlucts .................. o...... 3].57 .... ..... ................... .................. ................... o.................. 000 . ................... ................... 0.00 i .................. 000 j ........... . . . . . . . . . 11.00 . . . . . ............. i................... i.................. i....... ...........i................... 000 Hearth .................. b..................................... 2.48 0.00 0.14 _................._............ 0.00 ..... 6 ......... ........i...................... .... .......... 0.00 1.72 i...... 3 0.00 .......... ........i.....i................ 1.70 _ ............ i ......... f 27,101.85 i 0.52 050 27,266.58 Landscaping .................. o......'. 3.46 3z_.... i............................... 114.79 ........................e...... i 0.01 ...... ...... i 0.00 .......... > ...................i.... .....:................... ' 0.63 0 00 :...................�..... 0.63 ....«...............a .......... ......... 208.]4 ' 0.20 .......... 210.91 Total 48.35 1.32 114.93 0.01 0.00 2.35 0.00 2.33 27,308.39 0.72 0.50 2],4]].49 9 of 10 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Use Water Efficient Irrigation System 10 of 10