Murrieta City Council
May 20, 2025

CLINTON KEITH AT MITCHELL STREET

RETAIL DEVELOPMENT PROJECT

ADDENDUM TO THE

MITCHELL CROSSING

MITIGATED NEGATIVE DECLARATION
(STATE CLEARINGHOUSE NO. 2010031072)

Prepared for City of Murrieta
Development Services Department
1 Town Square
Murrieta, California 92562

Prepared by Kimley-Horn and Associates, Inc.
1100 W. Town & Country Road, Suite 700
Orange, California 92868

Date February 2024

This page intentionally left blank.

Clinton Keith at Mitchell Street Retail Development
Addendum to the Mitchell Crossing IS/MND   Table of Contents

City of Murrieta  i  February 2024
TABLE  OF  CONTENTS

Clinton Keith at Mitchell Street Retail Development     Section 1 Addendum to the Mitchell Crossing IS/MND     Introduction

City of Murrieta  1  February 2024
1  INTRODUCTION

1.1  Project Summary and Location
The  Project  Applicant  is  requesting  the  City  of  Murrieta’s  consideration  of  the  subdivision  of approximately 5.24 acres into three parcels to allow for the development of the two southernmost parcels (approximately 2.3 acres) for commercial uses. Parcel 1 would be a convenience store and gasoline pumps and  an  automated  car  wash;  Parcel  2  would  be  a  drive‐thru  coffee  shop.  Parcel  3  is  not  proposed  for development as a part of the currently proposed Project.

The irregularly‐shaped project site is located north of Clinton Keith Road and east of Mitchell Road in the City of Murrieta, Riverside County, California. The project site (Assessor Parcel Number [APN] 392‐230‐ 035) is a part of the larger development site evaluated in the previously approved Mitchell Crossing Initial Study/Mitigated Negative Declaration (IS/MND). The site is vacant and devoid of vegetation.

1.2  California Environmental Quality Act
This  Addendum  has  been  prepared  in  accordance  with  the  provisions  of  the  California  Environmental Quality Act (CEQA) (California Public Resources Code [PRC] §§21000 et seq.); the State CEQA Guidelines (Title 14, California Code of Regulations [CCR] §§15000 et seq.); and the rules, regulations, and procedures for implementing CEQA as set forth by the City of Murrieta (City). Pursuant to the provisions of CEQA and the  State  CEQA  Guidelines,  Murrieta  is  the  Lead  Agency  charged  with  the  responsibility  of  deciding whether to approve the proposed Project.

State  CEQA  Guidelines  Sections  15164  and  15162  provide  guidance  regarding  when  additional environmental review is required. Section 15164(a) of the State CEQA Guidelines states that “the lead agency or a responsible agency shall prepare an addendum to a previously certified EIR if some changes or additions are necessary but none of the conditions described in PRC Section 21166 and CEQA Guidelines Section 15162 calling for preparation of a subsequent EIR have occurred.” Section 15162, Subsequent EIRs and Negative Declarations, of the State CEQA Guidelines states:
(a) When an EIR has been certified or a negative declaration adopted for a project, no subsequent EIR  shall  be  prepared  for  that  project  unless  the  lead  agency  determines,  on  the  basis  of substantial evidence in light of the whole record, one or more of the following:
(1) Substantial  changes  are  proposed  in  the  project  which  will  require  major  revisions  of  the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.

As  discussed  in  the  Addendum  analysis  provided  in  Section  3,  no  new  or  substantially  more  severe significant environmental effects beyond what was evaluated in the adopted Mitchell Crossing IS/MND and subsequent technical studies would occur that would require substantive revisions to the adopted Mitchell Crossing IS/MND. The proposed Project would not result in substantially increased impacts above what was evaluated in the adopted Mitchell Crossing IS/MND. (2) Substantial  changes  occur  with  respect  to  the  circumstances  under  which  the  project  is undertaken which will require major revisions of the previous EIR or Negative Declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or Clinton Keith at Mitchell Street Retail Development     Section 1 Addendum to the Mitchell Crossing IS/MND     Introduction

City of Murrieta  2  February 2024
As documented herein, there have been no changes in circumstances under which the proposed Project is being implemented compared to the adopted Mitchell Crossing IS/MND that would result in previously unknown significant impacts or a substantial increase in a known significant impact. The proposed Project would be implemented within the development footprint boundaries evaluated in the adopted Mitchell Crossing IS/MND and proposes commercial retail uses consistent with the land use designations on the property. None of the components of the proposed Project would result in new or substantially more severe  significant  environmental  effects  than  previously  identified  in  the  adopted  Mitchell  Crossing IS/MND.
(3)  New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the negative declaration was adopted, shows any of the following:
(A)  The project will have one or more significant effects not discussed in the previous EIR or negative declaration;
(B)  Significant effects previously examined will be substantially more severe than shown in the previous EIR;
No new information that was not known at the time the adopted Mitchell Crossing IS/MND was prepared is now available that demonstrates that the proposed Project will result in a new or increased significant impact. Based on the analysis prepared for the proposed Project, the project‐related effects would not be substantially more severe than were disclosed in the adopted Mitchell Crossing IS/MND and subsequent technical studies as a result of the proposed Project. The findings of the adopted Mitchell Crossing IS/MND are applicable to the proposed Project. Implementation of the proposed Project would not substantially increase the severity of previously identified impacts. (C)  Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or (D)  Mitigation measures or alternatives which are considerably different from those analyzed in  the  previous  EIR  would  substantially  reduce  one  or  more  significant  effects  on  the environment,  but  the  project  proponents  decline  to  adopt  the  mitigation  measure  or alternative.

No  mitigation  measures  in  the  adopted  Mitchell  Crossing  IS/MND  or  subsequent  analyses  were  found infeasible. All applicable mitigation measures would also apply to the proposed Project.

Additional technical analyses have been prepared for the proposed Project. Based on the analysis in this document, the proposed Project would not result in any new significant environmental effects that are substantially  different  from  those  identified  in  the  adopted  Mitchell  Crossing  IS/MND  nor  would  it substantially  increase  the  severity  of  significant  effects  previously  identified  in  the  adopted  Mitchell Crossing IS/MND.

This Addendum provides information to substantiate that the currently proposed Clinton Keith at Mitchell Street Retail Development Project (proposed Project) (Case No. DP‐2021‐2466, CUP‐2021‐2467, MCUP‐ 2021‐2469,  TPM‐2021‐2468,  PHS‐2021‐2470)  is  adequately  addressed  in  the  Mitchell  Crossing  Initial Study  leading  to  a  Mitigated  Negative  Declaration  (State  Clearinghouse  No.  2010031072,  Michael Brandman Associates, 2010) and subsequent technical studies prepared for site development.

Clinton Keith at Mitchell Street Retail Development     Section 1 Addendum to the Mitchell Crossing IS/MND     Introduction

City of Murrieta  3  February 2024
Therefore, an Addendum to the adopted Mitchell Crossing IS/MND is the appropriate documentation for the proposed Project to supplement the adopted Mitchell Crossing IS/MND. The City of Murrieta would consider this Addendum with the adopted Mitchell Crossing IS/MND prior to making a decision on the proposed Project.

1.3  Background
The Mitchell Crossing IS/MND (State Clearinghouse No. 2010031072) was previously prepared to evaluate the  potential  environmental  impacts  associated  with  the  construction  and  operation  of  a  mixed‐use development project on approximately 28 gross acres (23.5  net  acres). The adopted Mitchell Crossing IS/MND evaluated the future buildout of the property with 354 multi‐family residential dwelling units and 30,000 square feet (sf) of commercial uses, the latter on approximately 5.5 acres of the site. The project was approved and the Mitchell Crossing IS/MND was adopted by Resolution No. 10‐2577 on August 17, 2010. In 2015, the City approved Development Plan 2014‐364 with a Tentative Map for 80 condominium units  (Parcel  2)  and  Development  Plan  2014‐301  for  230‐multi‐family  units  (Parcels  1  and  3).  No commercial uses were proposed in 2015. Mass grading of the entire project site occurred in late 2015 to early 2016 associated with initial  development of the project site for residential uses west  of Mitchell Road and north of Sierra Lane.

1.4  Conclusion
The Clinton Keith at Mitchell Street Retail Development Addendum finds that potential impacts associated with this proposed Project would less, the same, or not substantially greater than those described in the Mitchell Crossing IS/MND. As discussed in this Addendum, these conclusions are supported by substantial evidence, including project‐specific analyses of potential  impacts. In addition,  there are no  substantial changes to the circumstances under which the proposed Project would be undertaken that would result in more severe environmental impacts than previously addressed in the Mitchell Crossing IS/MND. No new  information  of  substantial  importance  shows  that  measures  or  alternatives  that  were  previously found not to be feasible or that are considerably different from those analyzed for the Mitchell Crossing IS/MND would substantially reduce one or more significant effects on the environment. Therefore, the Project has not met any of the conditions described in Section 15162 of the State CEQA Guidelines that would  warrant  preparation  of  a  Subsequent  IS/MND  or  EIR.  For  these  reasons,  an  Addendum  is  the appropriate document that will comply with CEQA requirements for the proposed Project.

In taking action on any of the approvals for the proposed Project, the decision‐making body must consider the whole of the data presented in the Mitchell Crossing IS/MND and the previously adopted Mitigation Monitoring and Reporting Program (MMRP), as applicable to the proposed Project.

Clinton Keith at Mitchell Street Retail Development     Section 2 Addendum to the Mitchell Crossing IS/MND     Description of Proposed Project

City of Murrieta  4  February 2024
2  DESCRIPTION OF PROPOSED PROJECT

2.1  Project Site Location and Existing Site Conditions The irregularly‐shaped project site is located north of Clinton Keith Road and east of Mitchell Road in the City of Murrieta, Riverside County, California. The approximately 5.24‐acre project site (APN 392‐230‐035) is a part of the larger development site evaluated in the Mitchell Crossing IS/MND. The site is vacant and devoid of vegetation. As noted, the project site has been mass graded and has periodically been used for the stockpiling of dirt from the adjacent site developments.

For the purposes of this Addendum, Mitchell Road is considered to run in a north‐south direction, and Clinton Keith Road is considered to run in an east‐west direction. The site is approximately 0.3 mile west of  Interstate  215  (I‐215)  and  approximately  2.7  miles  northeast  of  Interstate  15  (I‐15).  The  proposed development site is generally bordered to the north by the remaining part of the vacant Mitchell Crossing site, Sierra Lane, and multi‐family residences north of Sierra Lane; to the south by Clinton Keith Road and single‐family residences south of the roadway and oriented onto Hackberry Street; to the east by retail uses  between  Sierra  Lane  and  Clinton  Keith  Road;  and  to  the  west  by  Mitchell  Road  and  multi‐family residences west of the roadway.

The  existing  site  slopes  moderately  from  the  northeast  to  the  southwest.  There  is  an  existing  48‐inch reinforced concrete pipe (RCP) which slopes from north to south along Mitchell Road. An existing 36‐inch RCP storm drain stub was built off the existing 48‐inch RCP to carry runoff from the larger site. A temporary storm water retention/sediment basin is located at the southwest corner of the site and is approximately 5 to 10 feet lower than the surrounding ground. In the interim condition, this stub was fitted with a riser and place within a temporary sediment basin to attenuate the existing site’s runoff.

2.2  Project Characteristics
The proposed Project assumes the subdivision of approximately 5.24 acres into three parcels to allow for the development of the two southernmost parcels for commercial uses. Therefore, the development area assumed in this analysis is 2.3 acres. Parcel 1 would be a convenience store and gasoline pumps and an automated car wash; Parcel 2 would be a drive‐thru coffee shop. No development is proposed on Parcel 3  as  a  part  of  the  currently  proposed  Project.  Future  development  on  Parcel  3  would  be  subject  to environmental review by the City.

Refer to Exhibit 1: Site Plan. The site has a Commercial Retail General Plan land use designation and is in the Neighborhood Commercial zoning district. Car wash uses are conditionally permitted.

Convenience Store with Gasoline Pumps and Automated Car Wash. Parcel 1 is approximately 1.28 acres.

The convenience store would be approximately 3,700 sf, generally located on the northwestern portion of the project site. The gas station would include 12 fueling pumps with two 22,000‐gallon underground fuel storage tanks, located to the south of the convenience store. The approximately 1,458‐sf automated drive‐thru car wash would be located directly north of and attached to the convenience store. The car wash would include a conveyor wash tunnel with one vacuum and one dryer system. Overall, the car wash is anticipated to use approximately 150,000 gallons of water per year. The convenience store and the gas pumps would be operational 24 hours per day. The hours of operation for the automated car wash would be 7:00 AM to 9:00 PM.
kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Exhibit 1: Site Plan

Clinton Keith at Mitchell Street Retail Development     Section 2 Addendum to the Mitchell Crossing IS/MND     Description of Proposed Project

City of Murrieta  5  February 2024
Drive‐thru Coffee Shop. Parcel 2 is approximately 1.03 acres. The proposed drive‐thru coffee shop would be approximately 1,222 sf, inclusive of an approximately 336 sf outdoor seating area that would be located to the east of the coffee shop. Patrons can also place orders at a walk‐up window. The coffee shop would be located on the southeastern portion of the project site. The drive‐thru entrance would be located to the northeast of the building and the drive‐thru exit would be located on the western side of the building.

The proposed hours of operation would be 5:00 AM to 11:00 PM.

2.4  Architecture, Landscaping and Lighting
Convenience Store With Gas Pumps and Automated Car Wash. Conceptual elevations are provided as Exhibit 2: Circle K Building Exterior Elevations. The building facades would be a combination of cement board  siding  painted  light  and  dark  grey.  Cornice  molding  with  metal  caps  would  be  located  at  the parapets. Illuminated signage is proposed on the front elevation above the entrances to the convenience store. Wall mounted lighting would be provided on all elevations. The gas pump area would be covered by aluminum composite material canopies painted light grey with dark grey cornice molding.

Drive‐thru Coffee Shop. Conceptual elevations are provided as Exhibit 3: Dutch Bros Building Elevations.

The building facades would be a combination of cement plaster painted dark grey with horizontal slat composite siding painted  a lighter grey and  composite siding painted dark  blue. Stone veneer accents would be provided along the base of the building as well as the columns for the drive‐thru canopy.

Lighted signage would be located on three facades of the building identifying the name of the coffee shop (Dutch Bros) and the company symbol (windmill). Additional lighting would be provided associated with the drive‐thru and walk‐up window, including sconce lights on all elevations.

2.5  Parking and Circulation
The Project requires 32 parking stalls and would provide 33 parking stalls, with vehicle parking located contiguous to the two proposed land uses. The convenience store requires and would provide 19 parking stalls.  The  coffee  shop  requires  13  and  would  provide  14  parking  stalls.  Short‐term  and  long‐term (employee) bicycle parking would be provided for each use.

The property owner has an existing reciprocal access agreement with the property owner to the east of the project site (the location of the Del Taco restaurant). Vehicular access for the project site would be provided via one existing driveway on Clinton Keith Road associated with the Del Taco restaurant east of the project site that would continue to be a right‐in‐right‐out only driveway; one proposed driveway on Clinton Keith Road; one proposed driveway on Mitchell Road; and one proposed driveway on Sierra Lane.

The  proposed  driveway  on  Clinton  Keith  Road  would  be  an  “Entrance  Only”  driveway.  The  proposed driveways on Mitchell Road and Sierra Lane would be full access driveways. All proposed driveways would be unsignalized.

Internal vehicular circulation through the project site will be primarily provided by an internal drive aisle connecting the proposed Project to the existing retail center to the east (Del Taco restaurant). Vehicles exiting onto Clinton Keith Road from the project site would use the existing driveway located next to the Del Taco restaurant.

2.6  Utilities and Infrastructure
The proposed development would connect to the existing 36‐inch RCP. There is also an existing curb inlet at  the  northeast  corner  of  Clinton  Keith  and  Mitchell  Road  intersection  which  collects  the  street  and Exhibit 2: Circle K Building Exterior Elevations

Exhibit 3: Dutch Bros Building Elevations

Clinton Keith at Mitchell Street Retail Development     Section 2 Addendum to the Mitchell Crossing IS/MND     Description of Proposed Project

City of Murrieta  6  February 2024
frontage runoff. Runoff collected in this curb inlet will confluence with any site discharge and drain into the existing 48‐inch RCP. Water quality would be treated in the proposed Stormtech Detention Chambers for stormwater detention and attenuation. The detained runoff would partially infiltrate into native soils.

However, the majority of the runoff would pond up and eventually overflow into a riser structure and connect  to  an  existing  36‐inch  RCP.  Water  and  wastewater  service  would  be  provided  by  the  Eastern Municipal Water District. Electricity would be provided by Southern California Edison.

2.7  Project Construction
Construction of the proposed Project is expected to commence in 2024 with a construction duration of approximately 12 months and would be completed in one phase. Total grading for the proposed Project is estimated to require approximately 12,252 cubic yards of cut and approximately 12,252 cubic yards of fill; earthwork is expected to be balance within the boundaries of the development site assumed in the adopted Mitchell Crossing IS/MND.

2.8  Intended Uses of the Addendum
The City of  Murrieta is the Lead Agency as set forth in CEQA  Section 21067 and is responsible for the review  and  consideration  of  approval  of  the  Clinton  Keith  at  Mitchell  Street  Retail  Development Addendum to the Mitchel Crossing IS/MND. The City will consider the following discretionary approvals for the Project:
 Development Plan: DR‐2021‐2466
 Conditional Use Permit: CUP‐2021‐2467)
 Minor Use Permit: MCUP‐2021‐2469
 Tentative Parcel Map: TPM 2021‐2468
 Phasing Plan: PHS 2021‐2470

Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

City of Murrieta  7  February 2024
3  EVALUATION OF ENVIRONMENTAL IMPACTS
The scope of the City’s review of the proposed Clinton Keith at Mitchell Street Retail Development Project is limited by provisions set forth in CEQA and the State CEQA Guidelines (Title 14, CCR §§15000 et seq.).

This review is limited to evaluating the environmental effects associated with the proposed Project to the environmental effects of the Mitchell Crossing IS/MND. This Addendum also reviews new information, if any, of substantial importance that was not known and could not have been known with the exercise of reasonable due diligence at the time the Mitchell Crossing IS/MND was adopted. This evaluation includes a determination as to whether the changes proposed for the Project would result in any new significant impacts or a substantial increase in a previously identified significant impact.

Although State CEQA Guidelines Section 15164 does not stipulate the format or content of an Addendum, the topical areas addressed in the Mitchell Crossing IS/MND were used as guidance for this Addendum.

This comparative analysis provides the City with the factual basis for determining whether any changes in the Project, any changes in circumstances, or any new information since the Mitchell Crossing IS/MND was adopted would require additional environmental review.

As previously discussed, pursuant to PRC Section 21166 and State CEQA Guidelines Section 15162, when an EIR has been previously certified or an IS/MND adopted for a project, no subsequent or supplemental EIR or IS/MND shall be prepared for a project unless the lead agency determines that one or more of the following three conditions are met: changes in a proposed project result in new or substantially more severe  impacts  than  were  disclosed  in  the  previous  EIR  or  IS/MND;  changes  in  the  circumstances surrounding the project result in new or substantially more severe impacts than were disclosed in the previous EIR or IS/MND; or new information has come to light showing that new or substantially more severe impacts than were disclosed in the previous EIR or IS/MND.

The following summarizes the findings of the adopted Mitchell Crossing IS/MND.

Less Than Significant: No Mitigation Required
Aesthetics
 Substantial adverse effect on a scenic vista
 Substantial damage to scenic resources within a State scenic highway  Substantial degradation to existing visual character of site and surroundings  New sources of light and glare adversely affecting day or nighttime views Agriculture Resources
 Conversion of Prime Farmland, Unique Farmland, or Farmland of Statewide Importance  Conflict with existing zoning for agricultural uses or a Williamson Act contract  Changes resulting in conversion of farmland to non‐agricultural use Air Quality
 Conflict or obstruct implementation of the South Coast Air Quality Management Plan (AQMP)  Cumulatively considerable net increase in criteria pollutants within the nonattainment area  Exposure of sensitive receptors to substantial pollutant concentrations  Objectionable odors affecting a substantial number of people Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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Biological Resources
 Wildlife movement and wildlife corridors
 Conflict  with  provisions  of  an  adopted  Habitat  Conservation  Plan,  Natural  Communities Conservation Plan, or local/regional/State habitat conservation plan Cultural Resources
 Substantial adverse change to significance of a historic resource  Damage to or destruction of unique paleontological resources (Note: the State CEQA Guidelines Checklist now addresses paleontological resources as a part of Geology and Soils)  Disturb human remains
Geology and Soils
 Exposure  of  people  and  structures  to  potential  substantial  adverse  effects  from  rupture  of  an earthquake fault delineated on the Alquist‐Priolo Fault Zoning Map  Exposure of people and structures to potential substantial adverse effects from strong seismic shaking, liquefaction, or landslides
 Result in substantial soil erosion or loss of topsoil  Located on expansive soils creating substantial risks to life or property  Soils incapable of supporting septic tanks or alternative wastewater disposal systems Hazards and Hazardous Materials
 Significant hazard through routine transport, use, storage, or disposal of hazardous materials  Significant hazard through the release of hazardous materials  Emit hazardous emission or handle hazardous materials within one‐quarter mile of an existing or proposed school
 Be located a listed hazardous materials sites
 Where within an airport land use plan, result in safety hazards for people residing or working at the project site
 Where near a private airstrip, result in safety hazards for people residing or working at the project site
 Impair implementation of an emergency response plan or emergency evacuation plan  Expose people and structures to significant risks involving wildland fires (Note: the State CEQA Guidelines Checklist now addresses wildfire risks under the topic of Wildfire) Hydrology and Water Quality
 Violation of water quality standards and waste discharge requirements  Interference with groundwater recharge or substantial depletion of groundwater supplies  Substantial alteration of drainage patterns resulting in substantial erosion or siltation  Substantial alteration of drainage patterns resulting in flooding  Substantial degradation of water quality
 Place housing in a 100‐year flood zone
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City of Murrieta  9  February 2024
 Place structures in a 100‐year flood zone which would impede or redirect flood flows  Expose people or structures to significant risk due to flooding  Inundation by seiche, tsunami, or mudflow
Land Use and Planning
 Physically divide an established community
 Conflict with applicable land use plans, policies, and regulations adopted to avoid or mitigate an environmental effect
 Conflict with applicable habitat conservation plans
Mineral Resources
 Result in the loss of availability of known mineral resources of value to the region and State  Result in the loss of availability of a locally‐important mineral resource site delineated on a general plan, specific plan, or other land use plan
Noise
 Expose persons to or generate excessive groundborne vibration or groundborne noise levels  Result in a substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project
 For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, expose people residing or working in the project area to excessive noise levels
 For  a  project  near  a  private  airstrip,  expose  people  residing  or  working  in  the  project  area  to excessive noise levels
Population and Housing
 Directly or indirectly induce substantial population growth  Displace substantial numbers of existing housing necessitating the construction of replacement housing
 Displace substantial numbers of people necessitating the construction of replacement housing Public Services
 Result in substantial physical impacts associated with the provision of new or physically altered facilities  resulting  in  significant  environmental  impacts  associated  with  fire  protection,  police protection, schools, parks, or other public facilities
Recreation
 Cause substantial physical deterioration of existing parks or recreational facilities  Provide  recreational  facilities  or  require  recreational  facilities  that  may  adversely  affect  the environment
Transportation/Traffic
 Change in air traffic patterns
 Roadway design features causing safety hazards
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City of Murrieta  10  February 2024
 Inadequate emergency access
 Inadequate parking capacity (Note: this topic is no longer included on the State CEQA Checklist)  Conflict with adopted policies, plans, or programs for alternative transportation Utilities and Service Systems
 Exceed wastewater treatment requirements of the Regional Water Quality Control Board  Require or result in the construction of new or expanded water or wastewater treatment facilities, which would cause of significant environmental effect
 Require or result in the construction of new or expanded storm water drainage facilities, which would cause of significant environmental effect
 Determination of sufficient water supplies
 Determination of adequate wastewater treatment capacity  Adequate landfill capacity
 Comply with statutes and regulations related to solid waste Less Than Significant With Mitigation
Biological Resources
 Substantial  direct  or  through  habitat  modifications  on  candidate,  sensitive,  or  special  status species
 Substantial adverse effects on riparian habitat or other sensitive natural communities  Substantial adverse effect of federally protected wetlands  Conflict with policies or ordinances to protect biological resources Cultural Resources
 Substantial adverse change to the significance of an archaeological resources Geology and Soils
 Located on geologic unit or soils that is unstable or would be unstable as a result of a project resulting in potential landslides, lateral spreading, subsidence, liquefaction, or collapse Greenhouse Gas
 Directly or indirectly generate greenhouse gas emissions that may have a significant impact on the environment
 Conflict  with  plans,  policies,  or  regulations  of  an  agency  adopted  for  the  purpose  of  reducing greenhouse gas emissions
Hydrology and Water Quality
 Create or contribute to runoff water exceeding the capacity of storm water drainage systems or provide substantial additional sources of polluted runoff Noise
 Expose persons to or generate noise levels in excess of standards established in the General Plan or Noise Ordinance, or applicable standards of other agencies Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

City of Murrieta  11  February 2024
 Cause a substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project
Transportation/Traffic
 Cause an increase in traffic substantial to existing traffic load and capacity of the street system Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

City of Murrieta  12  February 2024

3.1  Aesthetics
Initial Study Findings
Significance  Determination:  Less  Than  Significant  Impact.  The  Mitchell  Crossing  adopted  IS/MND determined  that  impacts  to  aesthetic  resources  would  be  less  than  significant  and  no  mitigation  was required. The City of Murrieta General Plan (General Plan) did not identify any scenic vistas within or near the  project  site.  The  adopted  noted  that  the  proposed  development  would  not  obstruct  views  from surrounding areas to the north, east and west, which are already developed and the area to the south, which is bordered by Clinton Keith Road.

Additionally, the City’s General Plan did not identify any surrounding roads as scenic corridors or scenic highways.  The  project  site  is  undeveloped  land  that  does  not  contain  rock  outcroppings  or  historic buildings but does contain many trees which can be considered scenic resources. Any trees proposed for removal are subject to compliance with City Ordinance 16.42, which includes an appraised value report to be submitted by the applicant.

As addressed in the adopted Mitchell Crossing IS/MND, the original project proposed a zone change from low‐density Rural Residential to a higher density Multi‐Family Residential and 5.5 acres of Neighborhood Commercial.  The  development  of  the  site  would  convert  existing  undeveloped  land  to  residential  and commercial uses which would change the visual characteristics of the site. However, the development would be reviewed for consistency with residential development in the area and comply with the City’s development code. The Mitchell Crossing IS/MND noted that design features would represent a visual upgrade from the current barren state of the project site. The project would also be required to comply with  Section  16.18.100  and  16.18.110  in  the  City's  lighting  ordinance  which  would  reduce  potential impacts from light or glare. No significant impacts were identified and no mitigation was required.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

Consistent with the conclusions for the original project, the proposed Project would also have a less than significant impact to aesthetics. The proposed Project would occur on approximately 5.24 acres of the larger development site that was evaluated in the Mitchell Crossing IS/MND. Of the 5.24 acres, 2.3 acres is  proposed  for  development  with  commercial  uses;  no  development  on  the  reminder  of  the  site  is proposed  as  a  part  of  the  Project.  The  proposed  Project  is  a  commercial  development  composed  of  a convenience  store  with  gasoline  pumps  and  an  automated  car  wash,  and  drive‐thru  coffee  shop.  The project would not have an effect on a scenic vista as none were identified in the City of Murrieta General Plan. The Project would also not substantially damage any scenic resources and would still comply with City  Ordinance  16.42  if  tree  removal  is  required.  The  Project  would  still  comply  with  the  City’s development code to ensure consistency with development adjacent to the project site. With respect to lighting, the proposed Project would still be required to comply with Section 16.18.100 and 16.18.110 in the City's lighting ordinance to reduce substantial light or glare to the surrounding areas. Therefore, the proposed Project would result in a less than significant impact to aesthetic resources, and the findings and conclusions of the adopted Mitchell Crossing IS/MND are still applicable to the proposed Project.

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City of Murrieta  13  February 2024
Conclusion
Accordingly, no new impacts relative to aesthetics as evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified impacts, with respect to aesthetics. Additionally, no new information of substantial importance that was not known and could not  have  been  known  at  the  time  the  Mitchell  Crossing  IS/MND  was  adopted  is  available  that  would impact the prior finding of less than significant. Therefore, preparation of a subsequent environmental analysis is not warranted.

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City of Murrieta  14  February 2024

3.2  Agriculture and Forestry Resources
Initial Study Findings
Significance Determination: No Impact. The adopted Mitchell Crossing IS/MND determined that there would be no impacts to agricultural or forestry resources. The project site is in an urbanized environment bordered  by  existing  development.  The  project  site  and  surrounding  properties  are  not  zoned  for agriculture and the project site is not under a Williamson Contract.

Proposed Project
Project‐Specific  Analysis  and  Significance  Determination:  No  Impact;  no  substantial  change  from previous analysis.

The  proposed  Project  would  occur  within  the  same  development  footprint  as  the  originally  proposed Project  and  would  not  result  in  changes  to  the  impact  conclusions  of  the  adopted  Mitchell  Crossing IS/MND.

Conclusion
Accordingly,  no  new  impacts  relative  to  agriculture  and  forestry  resource  impacts  as  evaluated  in  the Mitchell  Crossing  IS/MND  would  occur.  With  regard  to  PRC  Section  21166  and  State  CEQA  Guidelines Section 15162(a), the Project would not result in any new impacts. Additionally, no new information of substantial  importance  that  was  not  known  and  could  not  have  been  known  at  the  time  the  Mitchell Crossing IS/MND was adopted is available that would impact the prior finding of no impact. Therefore, preparation of a subsequent environmental analysis is not warranted.

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City of Murrieta  15  February 2024

3.3  Air Quality
Initial Study Findings
Significance Determination: Less Than Significant Impact. The Mitchell Crossing IS/MND concluded that the project would result in less than significant impacts related to implementation of the South Coast Air Quality  Management  District  (AQMD)  Air  Quality  Management  Plan  (AQMP).  For  a  project  to  be consistent with the AQMP, the pollutants emitted from a project should not exceed SCAQMD CEQA air quality significance thresholds for nonattainment or maintenance pollutants. The anticipated emissions for  the  original  project,  which  included  354  residential  units  and  30,000  sf  of  commercial  uses,  were determined to be below the SCAQMD thresholds and would therefore be consistent with the AQMP (see Table 3‐1 and Table 3‐3 in the adopted Mitchell Crossing IS/MND).

An  assessment  of  project‐generated  short‐term  and  long‐term  regional  air  pollutant  emissions  was conducted using the URBEMIS2007 version 9.2.4 model to quantify regional short‐term and long‐term operational  emissions  for  the  original  project.  Table  3‐1  from  the  adopted  Mitchell  Crossing  IS/MND presents the estimated maximum daily emissions for the project and compares them to the SCAQMD daily mass emission thresholds. As shown in Table 3‐1 in the adopted Mitchell Crossing IS/MND, construction related  emissions  generated  by  development  of  the  original  project  would  be  less  than  the  SCAQMD regional thresholds of significance.

Long‐term  operational  emissions  occur  once  a  specific  project  is  developed  and  commences  full operation.  Such  emissions  would  come  from  area  sources  including  natural  gas  for  space  and  water heating,  gasoline‐powered  landscaping  and  maintenance  equipment,  and  from  mobile  sources  (e.g., vehicle trips for residential units and retail establishment patrons, employees, and deliveries). Table 3‐3 from the adopted Mitchell Crossing IS/MND presents the estimated regional operational mass emissions for the project‐related area and mobile sources without incorporation of mitigation measures. As shown in  Table  3‐3  of  the  Mitchell  Crossing  IS/MND,  the  operational  emissions  expected  to  be  generated  by development of the project were determined to not exceed any SCAQMD regional emissions significance threshold during operations.

The analysis of local impacts uses the localized significance threshold (LST) methodology developed by the SCAQMD  for  assessing  the  impacts  during  construction  and  operation  on  local  air  quality.  The  LST methodology provides a look‐up table for construction and operational emissions based on the emission rate, location, and distance from receptors, and provides a methodology for air dispersion modeling to evaluate  whether  construction  or  operation  could  cause  an  exceedance  of  an  ambient  air  quality standard. For the original project, the localized significance thresholds are derived from the SCAQMD mass rate daily emissions tables for a 5‐acre construction area in SCAQMD source‐receptor area 26 (Temecula Valley). Table 3‐4 in the adopted Mitchell Crossing IS/MND found that construction and operation of 354 residential  units  and  30,000  sf  of  commercial  uses  would  not  exceed  any  of  the  SCAQMD  localized significance thresholds. Construction and operation localized air quality emissions were found to be less than significant.

A CO “hot spot” analysis determines whether the change in the level of service of an intersection would have the potential to result in exceedance of the California Ambient Air Quality Standards (CAAQS) or National Ambient Air Quality Standards (NAAQS). Localized C0 concentrations for the original project were projected  using  CALINE4  traffic  pollutant  dispersion  model  developed  by  Caltrans.  Table  3‐5  in  the Mitchell Crossing IS/MND summarizes the results of the CO hot spot analysis; emissions from the original Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

City of Murrieta  16  February 2024
project in combination with emissions from other traffic sources would not cause a CO hotspot at any intersection. Operation of the would not expose sensitive receptors to substantial CO concentrations.

During construction, emissions from construction equipment, such as diesel exhaust, and volatile organic compounds from architectural coatings and paving activities may generate odors. The potential for odors were found to be temporary and would dissipate rapidly from the source with an increase in distance.

Therefore, construction‐related to odors associated with the original project would result in a less than significant  impact.  Regarding  operational  odors,  the  SCAQMD  CEQA  Air  Quality  Handbook  identifies certain land uses as a source of odors (e.g., agriculture, wastewater treatment plants, food processing plants). The original project did not include any of the land uses identified by the SCAQMD as odor sources.

Therefore, the original project would not create objectionable odors regarding construction or operation and impacts would be less than significant. No significant impacts were identified and no mitigation was required.

Proposed Project: Air Quality
Project‐Specific Analysis and Significance  Determination: Less than Significant Impact; no substantial change from previous analysis.

An air quality assessment, a cumulative gas station air quality analysis, and a health risk assessment were prepared  for  the  proposed  Project  by  Kimley‐Horn  and  Associates,  Inc.  (Kimley‐Horn,  2023).  The assessments are included in Appendix A: Air Quality Analysis, Appendix B: Health Risk Assessment, and Appendix C: Cumulative Gas Station Analysis and summarized below.

Consistent with the air quality findings in the adopted Mitchell Crossing IS/MND, the proposed Project would also result in less than significant impacts related to implementation of the 2022 AQMP. The Project would not exceed construction or operational emissions standards (Table 1 and Table 2). Additionally, the proposed  Project  is  consistent  with  the  land  use  designation  and  would  therefore  not  exceed  the population to job growth projections used by the SCAQMD to develop the AQMP. The proposed Project would not conflict with or obstruct implementation of the AQMP. Impacts would be less than significant and no mitigation is required.

Construction. The South Coast Air Basin (SCAB) is designated nonattainment for ozone (O3), PM10, and PM2.5 for State standards, partial nonattainment for lead, and nonattainment for O3 and PM2.5 for federal standards.  Construction  activities  associated  with  the  proposed  Project  would  generate  short‐term emissions  of  criteria  air  pollutants.  The  duration  of  construction  activities  for  the  proposed  Project  is estimated  to  be  approximately  12  months,  beginning  in  2024.1  Construction‐generated  emissions associated with  the proposed Project  were  calculated using  the  California Air Resources Board (CARB) approved  California  Emissions  Estimator  Model  version  2022  (CalEEMod),  which  is  designed  to  model emissions  for  land  use  development  projects,  based  on  typical  construction  requirements.  Predicted maximum  daily  construction‐generated  emissions  for  the  proposed  Project  are  identified  in  Table  1:

Proposed Project Construction Emissions. The Project’s construction‐related emissions would not exceed the SCAQMD significance thresholds for criteria pollutants and impacts would be less than significant.

1   The air quality and health risk analyses supporting this Addendum assumed a construction schedule for the Project of 12 months commencing in January 2024.  Due to different intervals for the processing and anticipated approval timeframe for the Project, the Project is now assumed to commence construction later in 2024. This change in construction schedule does not impact the conclusions of the technical analyses and evaluations supporting this Addendum, as the change in construction schedule is not expected to result in any new or worse environmental impacts  for  purposes  of  CEQA.  The  overall  scope,  equipment  use  and  duration  of  Project  construction  would  remain  the  same,  and  the delayed construction date could reasonably result in fewer air quality emissions as State and SCAQMD regulations become more stringent.

Therefore, the technical analyses supporting this Addendum remain valid and depict an even more conservative analysis of Project impacts.

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Table 1: Proposed Project Construction Emissions
Construction Year
Emissions (pounds per day)1
ROG  NOx  CO  SO2  PM10  PM2.5
2024  9.32  17.81  21.30  0.04  2.72  1.60
SCAQMD Threshold  75  100  550  150  150  55
SCAQMD Threshold Exceeded?  No  No  No  No  No  No
NOX: nitrogen oxides; CO: carbon monoxide; SOX: sulfur oxides; PM10: particulate matter 10 microns or less in diameter; PM2.5: particulate matter 2.5 microns or less

1. SCAQMD Rule 403 Fugitive Dust applied. The Rule 403 reduction/credits include the following: properly maintain mobile and other construction equipment; replace ground cover in disturbed areas quickly; water exposed surfaces three times daily; water all haul roads twice daily; and limit speeds on unpaved roads to 15 miles per hour. Reductions percentages from the SCAQMD CEQA Handbook (Tables XI‐A through XI‐E) were applied. No mitigation was applied to construction equipment.

Source: CalEEMod version 2022. Refer to Air Quality Analysis, Appendix A in for model outputs.

Appendix D of the SCAQMD White Paper on Potential Control Strategies to Address Cumulative Impacts from  Air  Pollution  (2003)  notes  that  projects  that  result  in  emissions  that  do  not  exceed  the  project‐ specific SCAQMD regional thresholds of significance should result in a less than significant impact on a cumulative  basis  unless  there  is  other  pertinent  information  to  the  contrary.  Therefore,  if  a  project  is estimated  to  result  in  emissions  that  do  not  exceed  the  thresholds,  the  project’s  contribution  to  the cumulative  impact  on  air  quality  in  the  SCAB  would  not  be  cumulatively  considerable.  As  identified  in Table  1,  the  Project’s  construction‐related  emissions  would  not  exceed  the  SCAQMD  significance thresholds for criteria pollutants and would therefore not be cumulatively considerable.

The analysis assumed fugitive dust controls would be used during construction, including frequent water applications. SCAQMD rules, mandates, and compliance with adopted AQMP emissions control measures would  also  be  imposed  on  construction  projects  throughout  SCAB,  which  would  include  related cumulative projects. As concluded above, the Project’s construction‐related impacts would be less than significant.  Compliance  with  SCAQMD  rules  and  regulations  would  further  minimize  the  proposed Project’s  construction‐related  emissions.  Therefore,  project‐related  construction  emissions,  in combination with those from other projects in the area, would not substantially deteriorate the local air quality.  The  Project’s  construction‐related  emissions  would  not  result  in  a  cumulatively  considerable contribution to significant cumulative air quality impacts. Therefore, the findings of the adopted Mitchell Crossing  IS/MND  would  continue  to  be  applicable  to  the  proposed  Project  and  would  not  change  the conclusions of the Mitchell Crossing IS/MND.

Operations. The proposed Project’s operational emissions would be associated with area sources (e.g., landscape  maintenance  equipment,  architectural  coatings,  consumer  products,  etc.),  energy  sources, mobile sources (i.e., motor vehicle use), and off‐road equipment. Project‐generated vehicle emissions are based  on  the  trip  generation  within  the  Focused  Traffic  Analysis  for  the  Proposed  Clinton  Keith  Road Project (Traffic Analysis), prepared by Kimley‐Horn (October 11, 2022) and incorporated into CalEEMod as  recommended  by  the  SCAQMD.  Table  2:  Proposed  Project  Operational  Emissions  summarizes  the long‐term operational emissions attributable to the proposed Project. As shown in the table, operational emissions would remain below the SCAQMD criteria pollutant thresholds. All criteria pollutant emissions would remain below their respective thresholds during Project operations. Therefore, the Project would result in a less than significant impact.

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Table 2: Proposed Project Operational Emissions
Source
Emissions (pounds per day)1, 2
ROG  NOx  CO  SO2  PM10  PM2.5
Mobile Emissions  16.16  18.90  162.82  0.42  39.99  9.09 Area Source Emissions  0.22  0.00  0.28  <0.01  <0.01  <0.01 Energy Emissions   <0.01  0.06  0.05  <0.01  <0.01  <0.01 Drive Thru Idling Emissions  <0.01  <0.01  <0.01  <0.01  <0.01  <0.01 Gasoline VOC Emissions3  7.15  ‐  ‐  ‐   ‐   ‐
Total  23.53  16.93  145.62  0.36  31.22  8.11
SCAQMD Threshold  55  55  550  150  150  55
SCAQMD Threshold Exceeded?   No  No  No  No  No  No
NOX: nitrogen oxides; CO: carbon monoxide; SOX: sulfur oxides; PM10: particulate matter 10 microns or less in diameter; PM2.5: particulate matter 2.5 microns or less

1. Emissions were calculated using the California Emissions Estimator Model version 2022 (CalEEMod), as recommended by the SCAQMD.

Summer and winter maximum daily emissions are reported.

2. On‐site drive through idling emissions were calculated with emissions factors from EMFAC2021.

3. Gasoline VOC emissions calculated using the Environmental Protection Agency’s Potential to Emit Calculator for Gasoline Dispensing Facilities, 2015.

Source: CalEEMod version 2022. Refer to Appendix A for model outputs.

The SCAQMD has not established separate significance thresholds for cumulative operational emissions.

The nature of air emissions is largely a cumulative impact. As a result, no single project is sufficient in size to, by itself, result in nonattainment of ambient air quality standards. Instead, individual project emissions contribute to existing cumulatively significant adverse air quality impacts. The SCAQMD developed the operational thresholds of significance based on the level above which individual project emissions would result in a cumulatively considerable contribution to SCAB’s existing air quality conditions. Therefore, a project  that  exceeds  the  SCAQMD  operational  thresholds  would  also  be  a  cumulatively  considerable contribution  to  a  significant  cumulative  impact  and,  inversely,  emission  volumes  below  the  SCAQMD operational thresholds are not cumulatively considerable. As shown on Table 2, the Project’s operational emissions would not exceed SCAQMD thresholds. As a result, the Project’s operational emissions would not  result  in  a  cumulatively  considerable  contribution  to  significant  cumulative  air  quality  impacts.

Additionally,  adherence to SCAQMD rules and regulations would alleviate potential impacts related to cumulative  conditions  on  a  project‐by‐project  basis.  Project  operations  would  not  contribute  a cumulatively  considerable  net  increase  of  any  nonattainment  criteria  pollutant.  Therefore,  sensitive receptors  would  not  be  exposed  to  criteria  pollutant  levels  in  excess  of  the  health‐based  ambient  air quality standards.

Localized Significance. Development is proposed on 2.3 acres of  the 5.24 acre property. The sensitive receptor area (SRA) for the localized significance threshold is Temecula Valley (SRA 26), which is the same SRA  addressed  in  the  adopted  Mitchell  Crossing  IS/MND.  Based  on  the  daily  equipment  modeled  in CalEEMod, Project construction is anticipated to disturb approximately 2 acres in a single day. LSTs for 2 acres at 25 meters were conservatively used for the construction analysis which is consistent with the SCAQMD LST methodology.

Table 3:  Localized Significance  of Construction and  Operational  Emissions  presents the results of the localized  emissions  during  construction  activity  and  operation. The  nearest  sensitive  receptors  to  the project site are multi‐family residential uses located approximately 95 feet (29 meters) to the west of the site. Additional sensitive receptors include single‐family residences located 132 feet to the south; a future Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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childcare facility located 360 feet to the northeast; multi‐family residences located 375 feet to the north, Antelope Hills Elementary School located 470 feet to the south, and the Linden at Murrieta Assisted Living facility located 1,780 feet to the west. As shown in the table, the proposed Project would not generate localized emissions during construction or operations. Therefore, the proposed Project would result in a less than significant impact concerning localized significance criteria during operation and construction activities.

Table 3: Localized Significance of Construction and Operational Emissions Emission Source
Pollutant (pounds per day)1, 2
NOX  CO  PM10  PM2.5
Construction Emissions
Grading/Infrastructure Improvements  15.88  15.42  2.58  1.57 Building Construction  11.23  11.94  0.46  0.42
Paving  6.44  8.26  0.31  0.29
Architectural Coating  0.91  1.15  0.03  0.03
Building Construction/Paving (Worst‐Case Overlapping
Phases)  17.68  20.20  0.77  0.71
Maximum Daily Emissions  17.68  20.20  2.58  1.57
SCAQMD Localized Significance Threshold (adjusted for 2 acres of disturbance at 25 meters)  234  1,100  7  4
South Coast AQMD Threshold Exceeded?  No  No  No  No
Operational Emissions
On‐Site Emissions (Area and Energy Sources)  0.06  0.33  0.01  0.00 Mobile (on‐site Drive‐Thru)  <0.01  0.02  <0.01  <0.01
Total  0.06  0.35  0.01  <0.01
SCAQMD Localized Significance Threshold
(adjusted for 2 acres of disturbance at 25 meters)  234  1,100  2  1 South Coast AQMD Threshold Exceeded with
Mitigation?   No  No  No  No
NOX: nitrogen oxides; CO: carbon monoxide; SOX: sulfur oxides; PM10: particulate matter 10 microns or less in diameter; PM2.5: particulate matter

2.5 microns or less

1. CalEEMod version 2022. Worst‐case seasonal maximum daily emissions are reported.

2. SCAQMD Rule 403 Fugitive Dust applied for construction emissions. The Rule 403 reduction/credits include the following: properly maintain mobile and other construction equipment; replace ground cover in disturbed areas quickly, water exposed surfaces three times daily; water all haul roads twice daily; and limit speeds on unpaved roads to 15 miles per hour. Reductions percentages from the SCAQMD CEQA Handbook (Tables XI‐A through XI‐E) were applied. No mitigation was applied to construction equipment.

Sources: CalEEMod version 2022. Refer to Appendix A. Kimley‐Horn, 2023.

Hot Spots. An analysis of CO “hot spots” was also conducted for the proposed Project. The project would also not produce the volume of traffic required to generate a CO hot spot in the context of SCAQMD’s 2003 CO hot‐spot analysis. It can be reasonably inferred that CO hotspots would not be experienced at any vicinity intersections from 3,525 daily vehicle trips attributable to the proposed Project. As a result, no significant impacts would occur and no additional mitigation measures are required.

Odors. Similar to the original project, emissions from construction equipment (such as diesel exhaust, and volatile organic compounds from architectural coatings and paving activities) may generate odors The air quality analysis for the proposed Project found that the odors associated with the construction of the commercial development would also be temporary, are not expected to affect a substantial number of Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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people and would disperse rapidly. Regarding operational odors, the SCAQMD CEQA Air Quality Handbook identifies certain land uses as a source of odors. The proposed Project does not include any of these land uses. Therefore, the proposed Project would not create objectionable odors regarding construction or operation and impacts would be less than significant. No design features or control mechanisms to reduce construction odors are necessary.

The proposed Project would not conflict with or obstruct implementation of the AQMP, violate any air quality  standard  or  contribute  substantially  to  an  existing  or  projected  air  quality  violation,  result  in  a cumulatively  considerable  net  increase  of  criteria  pollutants,  or  create  objectionable  odors  affecting  a substantial number of people. The impacts associate with air quality would be less than significant and the findings of the adopted Mitchell Crossing IS/MND would be applicable to the proposed Project.

Proposed Project: Health Risk Assessment
Project‐Specific Analysis and Significance Determination: Less than Significant Impact Health Risk Analysis (HRA) Thresholds. A health risk assessment was prepared as a part of the Project; please refer to Appendix B: Health Risk Assessment. Project health risks are determined by examining the types and levels of air toxics generated and the associated impacts on factors that affect air quality.

While the final determination of significance thresholds is within the purview of the lead agency pursuant to the State CEQA Guidelines, the SCAQMD recommends that the following air pollution thresholds be used by lead agencies in determining whether the impacts from a project are significant. If the lead agency finds  that  a  project  has  the  potential  to  exceed  the  air  pollution  thresholds,  the  project  should  be considered significant. The thresholds for air toxic emissions are as follows:
 Cancer Risk: Emit contaminants that equal or exceed the maximum individual cancer risk of 10 in one million.
 Non‐Cancer Risk: Emit contaminants that equal or exceed the maximum hazard index of 1.0.

Cancer risk is expressed in terms of expected incremental incidence per million population. The SCAQMD has  established  an  incidence  rate  of  10  persons  per  million  as  the  maximum  acceptable  incremental cancer risk due to DPM exposure. This threshold is an upper‐bound incremental probability to determine whether or not a given project has a potentially significant development‐specific and cumulative impact and to ensure an individual new source does not contribute a cumulatively significant impact. The 10 in one million standard is a health‐protective significance threshold. A risk level of 10 in one million implies a likelihood that up to 10 persons, out of one million equally exposed people would contract cancer if exposed continuously (24 hours per day) to the levels of toxic air contaminants over a specified duration of time. This risk would be an excess cancer that is in addition to any cancer risk borne by a person not exposed to these air toxics. Risk estimates should not be interpreted as the expected rates of disease in the exposed population but rather as an estimate of potential for disease, based on current knowledge and a number of assumptions. It is noted that the 10 in one million incremental threshold is 29 times lower than the background risk (i.e., a probability of 0.00001 for a project versus a background probability of 0.000291).2
The  SCAQMD  has  also  established  non‐carcinogenic  risk  parameters  for  use  in  HRAs.  Noncarcinogenic risks are quantified by calculating a "hazard index," expressed as the ratio between the ambient pollutant concentration and its toxicity or Reference Exposure Level (REL). An REL is a concentration at or below

2  SCAQMD MATES V mapping identifies a background risk of 291 in one million for zip code 92562, which is the zip code for the project area. SCAQMD’s data is provided at the zip code level and not specific to the exact project site location.

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which health effects are not likely to occur. A hazard index of less than 1.0 means that adverse health effects are not expected. Within this analysis, non‐carcinogenic exposures of less than 1.0 are considered less than significant.

Methodology. This HRA evaluates potential health risks associated with the emission of diesel particulate matter  resulting  from  the  implementation  of  the  proposed  Project.  Construction  equipment  and associated heavy‐duty truck traffic generate diesel exhaust, which is a known toxic air contaminant (TAC).

Diesel exhaust from construction equipment operating at the site poses a health risk to nearby sensitive receptors.  Operational  activities  would  also  emit  TACs  from  fueling  and  the  use  of  heavy‐duty  diesel trucks.

Air  dispersion  modeling  was  performed  using  the  U.S.  EPA  AERMOD  dispersion  model.  AERMOD  is  a steady‐state, multiple‐source, Gaussian dispersion model designed for use with emission sources situated in terrain where ground elevations can exceed the stack heights of the emission sources (not a factor in this  case).  AERMOD  requires  hourly  meteorological  data  consisting  of  wind  vector,  wind  speed, temperature, stability class, and mixing height. Surface and upper air meteorological data are provided by the SCAQMD. Surface and upper air meteorological data from the Lake Elsinore Monitoring Station was selected as being the most representative for meteorology based on proximity to the project site.

Construction emissions sources were modeled in AERMOD as line‐volume sources. Line‐volume source are a series of volume sources (volume sources are a three‐dimensional source of diffuse air pollutant emissions  comprised  of  an  area  of  emissions  released  at  a  height  above  ground)  along  a  path  (e.g., vehicular traffic along a roadway segment). Line‐volume sources (i.e., multiple volume sources) are also used  to  represent  construction  activities.  On‐site  and  off‐site  construction  line‐volume  sources  were assigned release heights of 3.8 meters and 3.2 meters, respectively.

Operational emissions sources used in AERMOD include line volume and area sources. Idling emissions were  represented  in  the  model  with  line  volume  sources  on  the  site.  Truck  travel  emissions  were represented  in  the  model  via  line‐volume  sources  along  local  roads.  An  area  source  was  modeled  to represent refueling emissions. Emissions from heavy trucks were assigned a release height of 3.2 meters and a plume height of 6.29 meters in order to provide a conservative analysis (i.e., using a higher release height would result in a smaller impact by allowing pollutants to disperse before they affect a receptor).

AERMOD was run to obtain the peak one‐hour and annual average (period) concentration in micrograms per  cubic  meter  (μg/m3)  at  the  closest  sensitive  receptors.  AERMOD  was  used  to  estimate  (a)  annual average concentrations to calculate the Maximum Individual Cancer Risk (MICR), the maximum chronic HI, the zones of impact, and excess cancer burden and (b) peak hourly concentrations to calculate the health impact from substances with acute non‐cancer health effects. To achieve these goals, the receptor grid should extend to cover the zone of impact. In addition, the receptor grid should be fine enough to identify the points of maximum impact. Uniform Cartesian receptors were used to evaluate the locations of  the  maximally  exposed  sensitive  receptors.  According  to  the  SCAQMD,  in  order  “to  identify  the maximum impacted receptors (i.e., peak cancer risk and peak hazard indices) a grid spacing of 100 meters or less must be used” (see page 16 of SCAQMD’s Supplemental Guidelines). Due to the size of the project site, receptors were modeled with a maximum of 50‐meter grid spacing. The receptor grid for the Project includes 281 discrete cartesian receptors. In addition, National Elevation Dataset (NED) terrain data was Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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imported into AERMOD for the Project. The modeling and analysis was prepared in accordance with the SCAQMD Modeling Guidance for AERMOD.3
Note that the concentration estimates developed using this methodology is considered conservative and is not a specific prediction of the actual concentrations that would occur as a result of the Project at any one  point  in  time.  Actual  24‐hour  and  annual  average  and  concentrations  are  dependent  on  many variables, particularly the number and type of equipment working at specific distances during time periods of adverse meteorology.

A  health  risk  computation  was  performed  to  determine  the  risk  of  developing  an  excess  cancer  risk calculated on a 30-year exposure scenario and the daily breathing rates, age sensitivity factors, exposure duration, and fraction of time at home specified in the OEHHA Air Toxics Program Guidance Manual for the Preparation of Health Risk Assessments (February 2015). Health risks were analyzed at the point of maximum impact and are a conservative estimate. The pollutant concentrations are then used to estimate the long‐term cancer health risks to an individual as well as the non‐cancer chronic health index. Non‐ residential  sensitive  receptors  (i.e.,  schools)  were  assumed  to  have  residential  inhalation  dose  and exposure factors to provide a conservative estimate.

The off‐site impacts would occur from the diesel trucks accessing the proposed Project. The cancer and chronic health risks are based on the annual average concentration of PM10 (used as a proxy for DPM). As noted  above,  the  chronic  and  carcinogenic  health  risk  calculations  are  based  on  the  standardized equations contained in the U.S. EPA Human Health Evaluation Manual (1991) and the OEHHA Guidance Manual (2015).

Carcinogenic Risk. Based on the CARB Air Quality and Land Use Handbook, the proposed Project would be considered a small gasoline dispensing facility with a fuel throughput of less than 3.6 million gallons per year (the Project is anticipated to have an initial throughput of 1.8 million gallons per year and up to

3.0 million gallons per year). This analysis conservatively analyzed a maximum throughput of 3.0 million gallons  per  year.  Additionally,  the  dispensing  facility  would  be  located  greater  than  50  feet  from  the property line adjacent to residential land uses, and is expected to produce a risk of less than 10 according to the CAPCOA Gasoline Service Station Industry‐wide Risk Assessment Guidelines. Nonetheless, health risks from the Project are conservatively quantified in this analysis.

The Project would be required to install vapor recovery systems per CARB’s ATCM, comply with CARB’s Vapor  Recovery  System  Certification  Procedure,  and  Use  Enhanced  Conventional  (ECO)  and  Enhanced ORVR‐Vehicle Recognition (EOR) nozzles, among others. The Project would also be required to comply with  SCAQMD  Rule  201  (Permit  to  Construct),  Rule  203  (Permit  to  Operate),  and  Rule  461  (Gasoline Transfer and Dispensing). These regulations are required to reduce gas station emissions.

Table 4: Risk Assessment Results shows that carcinogenic risk resulting from the Project would not exceed the 10 in one million threshold. The calculations conservatively assume no cleaner technology with lower emissions in future years. Table 4 shows that at the maximally exposed receptor, construction risk would be 5.19 in one million and operational risk (including the gas dispensing facility) would be 2.15 in one million. Worst‐case worker and student exposure would also not exceed the 10 in one million threshold.

3  South Coast Air Quality Management District, SCAQMD Modeling Guidance for AERMOD, http://www.aqmd.gov/home/air‐ quality/meteorological‐data/modeling‐guidance. Accessed June 2023.

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Therefore, carcinogenic hazards are calculated to be within acceptable limits and impacts would be less than significant.

Table 4: Risk Assessment Results
Receptors
Cancer Risk (per million)1, 2, 3
Construction
Operations
Construction
and Operations
Combined4 Trucks
Gas
Dispensing
Facility
Total
Operations
Residences
Approximately 95 feet west  5.19  0.30  0.83  1.13  6.26 Approximately 132 feet south   4.68  0.32  1.83  2.15  6.77 Senior Care approximately
1,780 feet west  0.16  0.02  0.03  0.05  0.20
Significance Threshold (Risk per
Million)  10  10  10  10  10
Exceeds Significance Threshold?  No  No  No  No  No
Worker Exposure
Approximately 50 feet east  1.58  0.19  0.02  0.20  1.77 Significance Threshold
(Risk per Million)  10  10  10  10  10
Exceeds Significance Threshold?  No  No  No  No  No
Student Exposure
Childcare Center (under
construction) located approximately
400 feet east

0.14  0.02  0.00  0.02  0.16
Antelope Hills Elementary School
located approximately 470 feet south  0.16  0.02  0.00  0.02  0.18 Significance Threshold
(Risk per Million)  10  10  10  10  10
Exceeds Significance Threshold?  No  No  No  No  No

1.  The reported risk is at the closest receptor (maximally exposed individual receptor (MEIR)) for each exposure category.

2.  Risk from construction and trucks is from PM10 and risk from the Gas Dispensing Facility is benzene.

3.  The maximum cancer risk is based on worst‐case exposure durations for the Project, 95th percentile breathing rates for less than two years old and 80th percentile for two years old and greater, and 30‐, 25‐, and 9‐year averaging time for residences, workers, and students, respectively.

4.  As cancer risk accumulates over time, the combined risk evaluates cancer risk with operational exposure starting at the end of construction.

The combined risk assumes construction exposure starts from the third trimester for a year (12‐month construction period) and operational exposure starts immediately after construction continues for 29 years for a total exposure period of 30 years.

Refer to HRA Appendix B.

Non‐Carcinogenic Hazards. The significance  thresholds for TAC exposure also require an  evaluation of non‐cancer risk stated in terms of a hazard index. Non‐cancer chronic impacts are calculated by dividing the annual average concentration by the REL for that substance. The REL is defined as the concentration at which no adverse non‐cancer health effects are anticipated. The potential for acute non‐cancer hazards is evaluated by comparing the maximum short‐term exposure level to an acute REL. RELs are designed to protect sensitive individuals within the population. The calculation of acute non‐cancer impacts is similar to the procedure for chronic non‐cancer impacts.

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RELs are designed to protect sensitive individuals within the population. According to OEHHA, the REL for DPM is 5 and the target organ is the respiratory system.4 There is no acute REL for DPM and the acute health risk cannot be calculated. The chronic and acute REL for benzene is 3 and 27, respectively and the target organ is the hematologic system.

Acute and chronic impacts are shown in Table 5: Chronic and Acute Hazard Assessment Results. An acute or  chronic  hazard  index  of  1.0  is  considered  individually  significant.  The  hazard  index  is  calculated  by dividing  the  acute  or  chronic  exposure  by  the  reference  exposure  level.  Table  5  shows  that  non‐ carcinogenic hazards are calculated to be within acceptable limits; impacts would be less than significant.

In summary, impacts related to cancer risk would be less than significant. Additionally, non‐carcinogenic hazards  are  calculated  to  be  within  acceptable  limits.  It  should  be  noted  that  the  impacts  assess  the Project’s  incremental  contribution  to  health  risk  impacts,  consistent  with  the  OEHHA  guidance  and methodology.  The  SCAQMD  has  not  established  separate  cumulative  thresholds  and  does  not  require combining  impacts  from  cumulative  projects.  The  SCAQMD  considers  projects  that  do  not  exceed  the project‐specific  thresholds  to  generally  not  be  cumulatively  significant.  Therefore,  impacts  related  to health risk from the Project would be less than significant.

Table 5: Chronic and Acute Hazards Assessment Results
Emissions Sources  Chronic Hazard  Acute Hazard
Residential Receptors
Construction  0.009  N/A
Trucks  0.000  N/A
Gas Dispensing Facility  0.005  0.013
Threshold  1.0  1.0
Threshold Exceeded?  No  No
Worker Receptors
Construction  0.018  N/A
Trucks  0.000  N/A
Gas Dispensing Facility  0.000  0.011
Threshold  1.0  1.0
Threshold Exceeded?  No  No
Student Receptors
Construction  0.001  N/A
Trucks  0.000  N/A
Gas Dispensing Facility  0.000  0.003
Threshold  1.0  1.0
Threshold Exceeded?  No  No
Refer to HRA Appendix B.

4  California Office of Environmental Health Hazard Assessment, OEHHA Acute, 8‐hour and Chronic Reference Exposure Level (REL) Summary, https://oehha.ca.gov/air/general‐info/oehha‐acute‐8‐hour‐and‐chronic‐reference‐exposure‐level‐rel‐summary. Accessed June 2023.

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Cumulative Localized Air Quality Gas Station Analysis
Beginning in 1988, emissions from gas stations were significantly reduced due to air quality regulations requiring reformulated gasoline and emission control technology. Data from CARB’s statewide ambient air monitoring network shows that concentrations of benzene, the most toxic of the gas station emissions, have decreased by approximately 90 percent since 1989.5 Since  2001,  CARB  has  adopted  a  number  of  significant  enhancements  to  gasoline  dispensing  facilities' (GDFs) vapor recovery systems. These efforts are necessary to ensure the continued effective operation of the vapor  recovery systems during the transfer and  dispensing of gasoline at  these facilities. Vapor recovery systems collect gasoline vapors that would otherwise escape into the atmosphere during fuel delivery to the two underground storage tanks (Phase I) or fuel storage and vehicle fueling (Phase II). The Enhanced Vapor Recovery (EVR) regulations became state law on April 1, 2001. These regulations provide more  stringent  requirements  for  vapor  recovery  systems  in  order  to  reduce  gasoline  vapor  emissions.

State  and  federal  vapor  recovery  regulations  that  address  gasoline  and  gas  stations  are  described  in Appendix C: Cumulative Gas Station Air Quality Analysis.

As previously discussed, the SCAQMD has not established separate significance thresholds for cumulative operational emissions. The nature of air emissions is largely a cumulative impact. A project that exceeds the  SCAQMD  operational  thresholds  would  also  be  a  cumulatively  considerable  contribution  to  a significant cumulative impact and, inversely, emission volumes below the SCAQMD operational thresholds are  not  cumulatively  considerable.  Both  the  air  quality  and  health  risk  assessments  prepared  for  the proposed Project find that the Project’s contribution to cumulative air quality would not be cumulatively considerable and cumulative construction and operational impacts would be less than significant.

For  localized  effects,  a  smaller  radius  of  the  Project’s  cumulative  impacts  have  been  conservatively analyzed using a radius of approximately 1,300 feet. There is one existing gas station and one proposed gas  station  within  the  vicinity  of  the  project  site,  which  were  conservatively  determined  to  have  the potential to interact with the proposed Project:
 Existing ARCO AM/PM Gas Station: The existing gas station is located at 27698 Clinton Keith Road and northwest of the Clinton Keith Road and I‐15 southbound ramp intersection. The existing gas station  includes  12  fueling  positions,  which  are  located  approximately  1,290  feet  east  of  the proposed Project’s fuel pumps.
 Approved Gas Station: The approved future gas station is located south of Clinton Keith Road at the southwest corner of Clinton Keith Road and McElwain Road. The approved project includes a service station with 12 fueling positions and a 3,734‐sf convenience store on approximately 1.8 acres.  The  fuel  pumps  would  be  located  approximately  750  feet  southeast  of  the  proposed Project’s fuel pumps.

The CARB Air Quality and Land Use Handbook (2005) provides recommendations for siting new sensitive land uses in proximity to gasoline dispensing facilities. CARB notes that the cancer risk for a typical gasoline dispensing  facility  is  likely  to  be  less  than  10  in  a  million  at  the  fence  line  under  urban  air  dispersion conditions. However, CARB recommends the following land use buffers:

5  California Air Pollution Control Officers Association, Gasoline Service Station Industrywide Risk Assessment Technical Guidance Manual, 2021.

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 Typical Gas Dispensing Facilities (annual throughput less 3.6 million gallons): Avoid siting new sensitive land uses within 50 feet of typical gas dispensing facilities. CARB developed the buffer distance based on statistics reported in their staff reports on Enhanced Vapor Recovery.  Large Gasoline Dispensing Facility (annual throughput of 3.6 million gallons per year or greater):

Avoid siting new sensitive land uses within 300 feet of a large gasoline dispensing facility. The risk levels for large gasoline dispensing facilities with a throughput of 3.6 million gallons per year is about 10 in one million at a distance of 50 feet from the fence line. At nine million gallons per year, the potential risk could be around 25 in one million at 50 feet, dropping to about five in one million at 300 feet.

Based on the CARB Air Quality and Land Use Handbook, gas station emissions are reduced to a less than significant level at 50 feet for average gas stations (with an annual throughput of less than 3.6 million gallons per year) and 300 feet for large gas stations (with a throughput of 9 million gallons per year or greater). The proposed Project would have an initial throughput of approximately 2.4 million gallons per year  and  a  maximum  throughput  of  approximately  3.0  million  gallons  per  year.  Therefore,  a  buffer distance of 50 feet is appropriate for the Project.

The CARB Industrywide Risk Assessment Supplemental Policy Guidance Document (2022) analyzed four gas stations (one at each corner of an intersection) and determined that that with a 100‐meter (328‐foot) separation distance, the zones of impact for each station interact with each other at cancer risks of 5 to 10 chances per million (i.e., less than the SCAQMD’s threshold). The gas stations would no longer impact each other as the separation distance increases.

The proposed Project’s gasoline dispensing pumps would be approximately 750 feet from the gasoline dispensing pumps at the approved gas station (south of Clinton Keith Road). Additionally, the proposed Project’s  pumps  are  approximately  1,290  feet  from  the  existing  ARCO  cumulative  project’s  gasoline dispensing pumps.

None of the surrounding sensitive receptors (residences and future daycare) would be within 328 feet of more than one gas station. As noted above, the CARB Industrywide Risk Assessment Supplemental Policy Guidance Document (2022) found that four gas stations (one on each corner of a typical intersection) have less than significant health risk impacts when there is a 100‐meter (328‐foot) separation distance. It is noted that the 328‐foot separation distance is conservative because the proposed Project would not be located on an intersection with three other gas stations. Nonetheless, the surrounding sensitive receptors would not be within 328 feet of more than one gas station. As the Project’s incremental impacts would not exceed SCAQMD thresholds and the surrounding sensitive receptors would not be within 328 feet of more than one gas station, health risk impacts would not be cumulatively considerable.

The new fuel facility would require permit to construct and permit to operate approval from the SCAQMD, which  will  review  the  facility  design  and  location  for  compliance  with  SCAQMD  standards  for  criteria pollutants and air quality.
 Rule 201 – Permit to Construct requires a permit prior to the installation of any equipment “the use  of  which  may  cause  the  issuance  of  air  contaminants...”.  SCAQMD  Regulation  II,  List  and Criteria  Identifying  Information  Required  of  Applicants  Seeking  a  Permit  to  construct  from  the SCAQMD, provides the requirements for the application for a Permit to Construct. SCAQMD Rule 203, Permit to Operate, requires a permit following the completion of construction permitted by the Permit to Construct.

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 Rule 203 – Permit to Operate states that a person shall not operate or use any equipment or agricultural permit unit, the use of which may cause the issuance of air contaminants, or the use of which may reduce or control the issuance of air contaminants, without first obtaining a written permit to operate from the Executive Officer or except as provided in Rule 202.  Rule  461  –  Gasoline  Transfer  and  Dispensing  requires  testing  of  vapor  recovery  systems  for gasoline  dispensing  facilities  from  certified  vapor  recovery  testing  companies  and  contractors.

This rule applies to the transfer of gasoline from any tank truck, trailer, or railroad tank car into any  stationary  storage  tank  or  mobile  fueler,  and  from  any  stationary  storage  tank  or  mobile fueler into any mobile fueler or motor fuel tank. A vapor recovery system must be tested within 10 calendar days after initial operation of dispensing fuel. Additionally, vapor recovery systems must  be  tested  annually  (throughput  less  than  100,000  gallons  per  month)  or  semi‐annually (throughput more than or equal to 100,000 gallons per month).

All tanks and dispensers would be equipped with the latest Phase I and Phase II Enhanced Vapor Recovery (EVR)  air  pollution  control  equipment  technology  per  CARB  regulations.  The  Phase  I  EVR  equipment controls the vapors in the return path from the tanks back to the tanker truck during offloading filling operations. Phase I EVR systems are 98 percent effective in controlling fugitive emissions from escaping into the environment. The Phase II EVR equipment, which also includes “in‐station diagnostics,” controls and monitors the vapors in the return path from the vehicles back to the tanks. Phase II EVR systems are 95 percent effective in controlling fugitive emissions from escaping into the environment. Therefore, the operations  expected  to  occur  at  the  proposed  fueling  and  maintenance  facility  would  not  emit  toxic chemicals in any significant quantity. As such, project‐related TAC emission impacts during operation of the Project and related cumulative projects would be controlled and captured.

The Project would have an annual throughput of less than 3.6 million gallons and would not be within 50 feet of sensitive receptors. The Project would be required to install vapor recovery systems per CARB’s ATCM,  comply  with  CARB’s  Vapor  Recovery  System  Certification  Procedure,  and  Use  Enhanced Conventional (ECO) and Enhanced ORVR‐Vehicle Recognition (EOR) nozzles, among others. The Project would  also  be  required  to  comply  with  SCAQMD  Rule  201  (Permit  to  Construct),  Rule  203  (Permit  to Operate), and Rule 461 (Gasoline Transfer and Dispensing).

Therefore, the Project’s long‐term operational emissions would not result in a cumulatively considerable net increase of any criteria pollutant or TAC. Project implementation would result in less than significant cumulative construction and cumulative operational air quality impacts. As discussed above, the project’s cumulative contribution would not be cumulatively considerable and mitigation measures would not be required. Therefore, the proposed Project would not result in significant cumulative effects related to gas station facilities. No mitigation is required.

Conclusion
Accordingly, no new impacts relative to adverse air quality impacts as evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified impacts, with respect to air quality. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would  impact  the  prior  finding  of  less  than  significant.  Therefore,  preparation  of  a  subsequent environmental analysis is not warranted.

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3.4  Biological Resources
Initial Study Findings
Significance Determination: Less than Significant Impact With Mitigation. The adopted Mitchell Crossing IS/MND determined that impacts to biological resources would be less than significant with mitigation incorporated. A Habitat Assessment Report was prepared in December 2005 and included the result of a burrowing  owl  habitat  suitability  assessment,  narrow  endemic  plant  species  habitat  assessment,  and jurisdiction delineation for Tentative Tract Map 34051. The Habitat Assessment Report determined that the originally proposed Project would have a less than significant impact on biological resources with the implementation of mitigation. The following mitigation measures were identified in the adopted Mitchell Crossing Mitigation Monitoring Report (dated August 17, 2010).

MM BR‐1  A clearance survey for the BUOW shall be conducted no more than 30 days prior to clearing,  grubbing,  grading  or  any  other  ground  disturbing  activities  on  the  site.  If burrowing  owls  are  present,  additional  measures  and  actions  will  be  required pursuant to the CDFG Code and the MBTA to avoid nesting burrowing owls and the potential take of active nests.

MM BR‐2  Vegetation  removal  shall  occur  outside  of  the  nesting  bird  season  (March  1  to September 15). If such avoidance is not feasible, the applicant shall have a qualified biologist  survey  for  active  nesting  birds  within  the  nesting  bird  season.  Any  active nests identified shall have highly visible construction fencing installed within a 300‐ foot minimum radium of the active nests where grading and construction would be restricted. The fencing shall remain in place until the nests is deemed vacant by the Riverside County certified biologists.

MM BR‐3  CDFG shall be consulted prior to initiation of any grading, construction, or other land disturbance  activity  that  would  impact  any  isolated  waters  identified  in  the  most current jurisdictional delineation prepared or the project site. If the CDFG determines that a 1602 Streambed Alteration Agreement is required, such agreement must be executed prior to filling that would impact these isolated waters.

MM BR‐4  Offsets for the removal of trees in the project site shall be in accordance with Section

16.42.070 of the City of Murrieta Tree Preservation Ordinance. Generally, this may be accomplished by applying the appraised value of the trees to be removed by either increasing the amount of landscaping for the project, or by the planting of minimum twenty‐four  (24)  inch  box  trees  of  equal  value  within  City  rights‐of‐way  or  public parks. Additionally, any tree removal in future shall be subject to Section 16.42.070 of the City of Murrieta Tree Preservation Ordinance.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact With Mitigation; no substantial change from previous analysis.

With respect to the proposed Project, the currently proposed site is approximately 5.24 acres of the larger 28‐acre  development  site  evaluated  in  the  adopted  Mitchell  Crossing  IS/MND.  Of  the  5.24  acres, approximately 2.3 acres are currently proposed for development. The development site, inclusive of the

5.24‐acre area, has been subject to prior grading activities and dirt stockpiling; it is devoid of vegetation and biological resources. The proposed Project would be required to comply with MM BR‐1.

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The project site is outside of a Western Riverside County Multiple Species Habitat Conservation Plan (WR‐ MSHCP)  criteria  cell.  There  are  no  jurisdictional  waters  on  the  site;  therefore,  MM  BR‐3  is  no  longer applicable. There are no trees on the site; therefore, MM BR‐2 and MM BR‐4 are no longer applicable.

The  proposed  Project  would  occur  within  the  same  development  footprint  as  the  originally  proposed Project and would not result in new significant impacts or a substantial increase in the impacts identified in the adopted Mitchell Crossing IS/MND.

Conclusion
Accordingly, no new impacts relative to adverse biological impacts as evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified impacts, with respect to biological resources. Additionally, no new information of substantial importance that was not  known and  could  not have been known at  the  time the Mitchell Crossing IS/MND was adopted  is available  that  would  impact  the  prior  finding  of  less  than  significant  with  mitigation.  Therefore, preparation of a subsequent environmental analysis is not warranted.

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3.5  Cultural Resources and Tribal Cultural Resources
Initial Study Findings
General  Plan  Significance  Determination:  Less  than  Significant  Impact  With  Mitigation.  The  Mitchell Crossing IS/MND concluded that site development would have a less than significant impact on cultural resources with the incorporation of mitigation. A Phase 1 Cultural Resources Assessment was prepared and concluded that no cultural resources of prehistoric or historic origin had been previously identified on  the  project  site.  While  the  likelihood  that  any  subsurface  cultural  resource  would  be  found  during grading operations is very low, the Phase 1 Cultural Resource Assessment noted that 22 archeological sites had been found within a one‐mile radius of the project site. Because of the presence of previously discovered  archaeological  resources  within  a  one‐mile  radius  of  the  site,  the  potential  exists  for  the discovery of unrecorded archaeological resources during ground disturbing activities. The IS/MND noted that the original project would be required to comply with MM CR‐1, which details the appropriate steps should cultural artifacts be found during ground disturbing activities. The project site is classified as Low Sensitivity for paleontological resources indicating that it would be very unlikely for any to be unearthed.

No human remains are located in or near the project site and none are expected. If human remains are found, those remains would require proper treatment in accordance with applicable laws, including State of California Health and Safety Code Sections 7050.5‐7055 and PRC Sections 5097.98 and 5097.99.

The following mitigation measures were identified in the adopted Mitchell Crossing Mitigation Monitoring Report (dated August 17, 2010).

MM CR‐1  If currently unknown cultural artifacts are discovered during grading or demolition, such activity shall be halted or diverted away from the affected area of the project site. The project applicant, the archaeologist, and the Pechanga Tribe shall assess the significance of such resources and shall meet and confer regarding the mitigation for such resources. If the Project Applicant and the Tribe cannot agree on the significance of  the  mitigation  for  such  resource,  these  issues  will  be  presented  to  the  City  of Murrieta's City Planner for decision. The City shall make a determination based on the  provisions  of  the  California  Environmental  Quality  Act  with  respect  to archeological resources and shall take into account the religious beliefs, customs, and practices of the Pechanga Tribe.

MM CR‐2  Prior to beginning project construction, the project applicant shall retain a Riverside County qualified archaeological monitor to monitor all ground‐disturbing activities in an  effort  to  identify  any  unknown  archeological  resources.  Any  newly  discovered cultural resource deposits shall be subject to a cultural resource evaluation.

MM CR‐3  At  least  30‐days  prior  beginning  project  construction,  the  project  applicant  shall contact  the  Pechanga  Tribe  to  notify  the  Tribe  of  grading,  excavation  and  the monitoring  program,  and  to  coordinate  with  the  City  and  the  Tribe  to  develop  a Cultural  Resources  Treatment  and  Monitoring  Agreement.  The  Agreement  shall address the treatment of known cultural resources, the designation responsibilities and participation of Native American Tribal Monitors during grading, excavation and ground disturbing activities: project grading and development scheduling; terms of compensation; and treatment and final disposition of any cultural resources, sacred sites, and human remains discovered on the site.

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MM CR‐4  If human remains are encountered, California Health and Safety Code Section 7050.5 States  that  no  further  disturbance  shall  occur  until  Riverside  County  Coroner  has made  necessary  findings  as  to  the  origin.  Further,  pursuant  to  California  Public Resource  Code  Section  5097.98(b)  remains  shall  be  left  in  place  and  free  from disturbance until final decision as to the treatment and disposition has been made. If the  Riverside  County  Coroner  determines  the  remains  to  be  Native  American,  the Native  American  Heritage  Commission  must  be  contacted  within  24‐hours.  The Native  American  Heritage  Commission  must  then  identify  the  "most  likely descendant(s)" within 48‐hours of receiving notification of the discovery. The most likely descendant(s) shall then make recommendations, and engage in consultations concerning  treatment  of  the  remains  as  provided  in  the  Public  Resources Code5097.98 and the Treatment Agreement described in MM 2.

MM CR‐5  The landowner shall relinquish ownership of all cultural resources, including sacred items, burial goods and all archaeological artifacts that are found on the project area to the appropriate Tribe for proper treatment and disposition.

MM CR‐6  All sacred sites, should they be encountered within the project area, shall be avoided and preserved as the preferred mitigation, if feasible.

With respect to Native American tribal monitoring, in September 2015, the Pechanga Band of Luiseño Indians and Melia Homes, Inc. (property owner) entered into a Cultural Resources Treatment and Tribal Monitoring  Agreement  (Pre‐Excavation  Agreement).  The  Pre‐Excavation  Agreement  formalized procedures  for  the  treatment  of  Native  American  human  remains,  grave  goods,  funerary  objects, ceremonial items, and cultural items, in the event that any are found in conjunction with development of the Mitchell Crossing project (APNs 392‐230‐031, 392‐230‐032, 392‐230‐033, 392‐230‐034, and 392‐230‐ 035). The agreement also formalized procedures for tribal monitoring during all grading, groundbreaking, excavation,  and  ground‐disturbing  activities  performed  in  conjunction  with  the  site  development, including, but not limited to archaeological testing, studies, surveys, and staging activities. This Agreement is entered into pursuant to the mitigation measures set forth in the Mitchell Crossing IS/MND and the conditions of approval identified for the project.

In  compliance  with  the  Pre‐Excavation  Agreement,  archaeological  monitors  from  John  Minch  and Associates,  Inc.  and  tribal  monitors  from  the  Pechanga  Band  of  Luiseño  Indians  monitored  rough grading/earth‐disturbing  activities  over  the  entirety  of  the  project  site  from  November  30,  2015  to February 25, 2016. The Phase 1V Cultural Resources Monitoring Report (John Minch and Associates, Inc., May 2017) notes that the results of the monitoring was negative; no prehistoric resources or features were  found.  Modern  debris  (e.g.,  water  lines,  construction  debris,  etc.)  was  encountered  but  was  not historically significant. No further monitoring was recommended.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact With Mitigation; no substantial change from previous analysis.

With  respect  to  the  proposed  Project,  development  would  occur  within  the  boundaries  of  the  larger development site evaluated in the Mitchell Crossing IS/MND. Because the site has already been graded and  been  subject  to  archaeological  and  Native  American  tribal  monitoring,  the  proposed  Project  has complied with MM CR‐1 through MM CR‐6.

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MM CR‐1, which does not require monitoring during grading, and Murrieta General Plan EIR MM SC‐3, which supersedes MM CR‐4 would be applicable.

General Plan CR‐3   In the event that human remains are unearthed during excavation and grading activities of any future development project, all activity shall cease immediately.

Pursuant to State Health and Safety Code Section 7050.5, no further disturbance shall occur until the County coroner has made the necessary findings as to origin and  disposition  pursuant  to  Public  Resources  Code  Section  5097.98.  If  the remains  are  determined  to  be  of  Native  American  descent,  the  coroner  shall within  24  hours  notify  the  Native  American  Heritage Commission  (NAHC).  The NAHC  shall  then  contact  the  most  likely  descendant  of  the  deceased  Native American, who shall serve as consultant on how to proceed with the remains.

Conclusion
Accordingly, no new impacts relative to cultural or tribal cultural resources or a substantial increase in the severity  of  a  previously  identified  significant  impact  evaluated  in  the  Mitchell  Crossing  IS/MND  would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified impacts. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would impact the prior findings of less than  significant  with  mitigation.  Therefore,  preparation  of  a  subsequent  environmental  analysis  is  not warranted.

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3.6  Geology and Soils
Initial Study Findings
Significance Determination: Less than Significant Impact With Mitigation. The adopted Mitchell Crossing IS/MND concluded that the project would result in less than significant impacts with the incorporation of mitigation measures with respect to landslides, lateral spreading, subsidence, and liquefaction or collapse.

The geotechnical reports for the site indicated that unstable soil surfaces present on the project site could have  a  significant  impact  on  the  proposed  development.  The  adopted  IS/MND  identified  MM  GEO‐1, which requires the applicant to retain a qualified geotechnical engineer and requires the developer to implement the recommendations identified in the Updated Preliminary Geotechnical Report. No active or potentially active faults were identified in the vicinity of the project site. MM GEO‐1 states:

MM GEO‐I  The  developer  shall  implement  the  grading  recommendations  identified  in  the Updated  Preliminary  Geo  technical  Report  (2006).  Prior  to  the  commencement  of building construction, the applicant shall retain a qualified geo‐technical engineer to design  foundations  adequate  to  support  the  proposed  project's  structures  where necessary, based on the recommendations of the Geotechnical Report (2006). The ground preparation (monitoring of fill areas and disposal of oversize rock) shall be performed and verified to the satisfaction of the project geotechnical engineer.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

As  a  part  of  the  currently  proposed  Project,  a  Geotechnical  Report  was  prepared  (Salem  Engineering Group, Inc., 2021). Soils encountered on the site are predominantly up to 9 feet of fill consisting of medium dense  to  very  dense  silty  sand  with  various  amounts  of  gravel,  underlain  by  weathered  granodiorite (medium‐  to  coarse‐grained  rock).  Groundwater  was  located  at  approximately  11.5  to  17  feet  below ground surface in some test borings near the northeast corner of the site. For the rest of the boring tests, no groundwater was encountered at depths drilled at a maximum of 21.5 feet.

Percolation testing was performed on April 2, 2021 at depths of 10 feet below existing grade in various locations.  Of  the  three  boring  holes,  one  area  is  suitable  for  infiltration.  This  area  is  just  south  of  the proposed  convenience  store.  The  proposed  Stormtech  Detention  Facility  (see  Hydrology  and  Water Quality) would be placed in this location to promote infiltration into native soils.

The proposed Project would be required to comply with applicable building regulations and standards, as well  as  implementation  of  the  Geotechnical  Report’s  recommendations.  The  proposed  Project  would occur within the boundaries of the larger development site evaluated in the adopted Mitchell Crossing IS/MND. The proposed Project, which proposes the development of a convenience store with gasoline pumps and an automated car wash, and a drive‐thru coffee shop would not require changes to how the project  is  constructed  or  operated  from  a  geotechnical  standpoint.  The  conclusions  of  the  adopted Mitchell Crossing IS/MND are applicable to the proposed Project.

Conclusion
Accordingly, no new impacts relative to geology and soils or a substantial increase in the severity of a previously  identified  significant  impact  evaluated  in  the  Mitchell  Crossing  IS/MND  would  occur.  With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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any  new  impacts,  or  increase  the  severity  of  the  previously  identified  impacts.  Additionally,  no  new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would impact the prior finding of less than significant  with  mitigation.  Therefore,  preparation  of  a  subsequent  environmental  analysis  is  not warranted.

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3.7  Greenhouse Gas Emissions
Initial Study Findings
Significance  Determination:  Less  Than  Significant  With  Mitigation.  The  adopted  Mitchell  Crossing IS/MND concluded that greenhouse gas (GHG) emissions would be less than significant with mitigation incorporated. Project GHG emissions were modeled using URBEMIS 2007. The Mitchell Crossing project would  generate  approximately  626  metric  tons  of  CO2e  (MTCO2e)  during  construction  activities  and 10,541  MTCO2e/yr  during  operations.  The  City  of  Murrieta  did  not  have  an  applicable  plan,  policy,  or regulation adopted to reduce GHG emissions. Therefore, the project was analyzed for consistency with the ARB approved Climate Change Scoping Plan from December 2008. The project was consistent with applicable policies (see Table 3‐8 in adopted Mitchell Crossing IS/MND) with the incorporations of the following mitigation measures:

MM GHG‐1  Prior to issuance of occupancy permits for the commercial portion of the project, the applicant  shall  demonstrate  that  a  Transportation  Demand  Management  (TDM) Program has been prepared for the project. The Program shall publish ride sharing information  for  ride  sharing  vehicles  and  provide  a  website  or  message  board  for coordinating rides. The program shall ensure that appropriate bus route information is  placed  in  each  building.  The  Program  shall  promote  and  encourage  alternate employment  work  schedules  (I.e.,  that  varies  from  a  traditional  8  a.m.  to  5  p.m. schedule). Documentation of compliance with this measure shall be provided to the City for review and approval.

MM GHG‐2  The  residential  units  shall  be  designed  to  meet  certification  standards  under  the California Green Builder Program and/or the leadership in Energy and Environmental Design  (LEED)  for  Homes  or  an  equivalent  rating  system.  If  LEED  is  selected,  the following credits from the LEED for Homes Rating System dated January 2008 shall be incorporated (or equivalent inn subsequent version of manual): Sustainable Sites (SS) Credit 2.3, SS credit 2.4, SS Credit 2.5, SS Credit 3, Water Efficiency (WE) Credit 3.1, Energy and Atmosphere (EA) Credit 1.2 (by 30 percent), EA Credit 9.1, EA Credit 11.2, and Materials and Resources (MR) Credit 3.2.

MM GHG‐3  The  commercial  portion  of  the  project  site  shall  be  designed  to  meet  certification standards under LEED. In addition, the following LEED credits from the LEED 2009 for New  Construction  and  Major  Renovations  shall  be  followed  (or  equivalent  in subsequent version): SS Credit 4.2: Alternative Transportation – Bicycle Storage and Changing Rooms; SS Credit 7.1: Heat Island Effect – Non roof; SS Credit7.2: Heat Island Effect  –  Roof;  WE  Credit  1:  Water  Efficient  Landscape;  WE  Credit  3:  Water  Use Reduction  ;  EA  Credit  1:  Optimize  Energy  Performance  by  at  least  30  percent;  EA Credit 2: On‐site Renewable Energy; EA Credit 4, and MR Credit 2: Construction Waste Management.

MM GHG‐4  Development Proposals shall incorporate the design and construction features listed below  to  the  satisfaction  of  the  Community  Development  Director  and  Building Official:
a) The  designs  shall  incorporate  exterior  storage  areas  for  recyclables  and  green waste.

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b) There shall be garages or long‐term bicycle parking for each residential unit.

If  applicable,  the  garages  shall  have  space  for  at  least  two  bicycles.  If applicable, the long‐term  bicycle parking shall consist of one of the following:
a  bicycle  locker,  a  locked  room  with  standard  racks  and  access  limited  to bicyclists  only,  or a standard  rack  in a  location  that is  monitored  by  video surveillance 24 hours per day.
c) No more than 40 percent of the residential  landscape shall be conventional turf.
d) There  shall  be  safe  pedestrian  connections  consisting  of  a  sidewalk  and/or path  between  the  residential  and  commercial  land  uses.  All  sidewalks internal and adjacent to project site shall be a minimum of five feet wide. e) All streets internal to the project wider than.75 feet have Class I or Class II bicycle  lanes  on both  sides.  The  bicycle  lane(s)  shall  connect  to  all  streets contiguous  with the project site.
f) Site  design  and  building  placement  shall  minimize  barriers  to  pedestrian access and interconnectivity.  Residential and commercial developments that abut  one  another  within  the  project  area  shall  provide  for  convenient pedestrian  and  bicycle  connections  between  these  two  land  uses  to  the satisfaction  of the Community Development Director.
g) The commercial area shall provide a parking lot design that includes clearly marked pedestrian pathways between transit facilities (where applicable) and building entrances.

MM GHG‐5  To  ensure  minimal  refrigerant  leakage,  the  commercial  refrigerant  systems  and heating and ventilation systems shall be maintained and checked for leaks at least once every six months. Additionally, the Credit 11.2 from the LEED for Homes Rating System  dated  January  2008  shall  be  compiled  within  the  residential  units.  The maintenance records for the commercial area shall be kept onsite and made available for review by City Building Inspectors.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

Because of the global nature of climate change, most projects will not result in GHG emissions that are individually significant. Therefore, it is accepted as very unlikely that any individual development project would have GHG emissions of a magnitude to directly impact global climate change and the impact of the proposed  Project  is  considered  on  a  cumulative  basis.  The  Project’s  cumulative  contribution  of  GHG emissions would be less than significant and the Project’s cumulative GHG impacts would also be less than cumulatively considerable and potential impacts are considered less than significant.

Since the approval of the Mitchell Crossing project and adoption of the Mitchell Crossing IS/MND, the City of Murrieta has prepared a Climate Action Plan (CAP) that outlines actions that the City will undertake to achieve its proportional share of State GHG emissions reductions. The City’s CAP Consistency Checklist (Checklist),  in  conjunction  with  the  CAP,  provides  a  streamlined  review  process  for  proposed  new development projects that are subject to discretionary review and trigger environmental review.

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The proposed Project would occur within the boundaries of the larger development site evaluated in the Mitchell Crossing IS/MND. The proposed Project is a commercial development; therefore any mitigation measures associated with residential uses are not applicable. Therefore, as required, only those measures, as  updated  per  the  CAP,  would  be  applicable.  The  proposed  Project  would  be  subject  to  the  same regulatory framework and would comply with all building codes in effect at the time of construction.

Additionally, the Project would comply with MM GHG‐3 (2009 LEED standards) through compliance with the current Title 24 standards. Specifically, the Project is required to comply with California Green Building Standards Code (Title 24, Part 11) (CALGreen) and the Building Energy Efficiency Standards (Title 24, Part 6). At the  time the 2009 LEED system was launched in April 2009, the 2008 Building Energy Efficiency Standards were effective and CALGreen had not yet been established.

The  Building  Energy  Efficiency  Standards  are  updated  periodically  to  allow  consideration  and  possible incorporation  of  new  energy  efficient  technologies  and  methods.  Since  2008,  the  Building  Energy Efficiency Standards have reduced non‐residential energy consumption by approximately 50 percent.6 The current  2022  Building  Energy  Efficiency  Standards  require  efficient  electric  heat  pumps,  expands  solar photovoltaic  and  battery  storage  standards,  and  strengthens  ventilation  standards.  The  2022  Building Energy Efficiency Standards also require buildings to be designed to have 15 percent of the roof area “solar ready” that will structurally accommodate rooftop solar panels. Additionally, photovoltaic solar systems are  required  in  the  code’s  prescriptive  requirements  (2022  Title  24,  Part  6  [Building  Energy  Efficiency Standards], Section 140.100).

On  January  1,  2011,  CALGreen  went  into  effect,  establishing  mandatory  minimum  standards  of  green building practices. CALGreen is comparable to LEED certification.7 The 2022 CALGreen code requires short‐ term  and  long‐term  bicycle  parking  (Section  5.106.4.1.1),  heat  island  reductions  (CALGreen  Section

5.106.12  and  Building  Energy  Efficiency  Standards  Section  140.3[a]),  water  efficient  landscaping (CALGreen Section 5.304.1), water efficiency and conservation (e.g., water conserving plumbing fixtures and  fittings,  faucets  and  fountains,  and  commercial  kitchen  equipment)  (CALGreen  Section  5.303), construction recycling and reuse (CALGreen Section 5.408.1), and ozone depletion and GHG reductions through refrigerant standards (CALGreen Section 5.508). The Project would be required to comply with the 2022 Building Energy Efficiency Standards and 2022 CALGreen code, which would implement the LEED measures  identified  in  MM  GHG‐3.  Therefore,  the  Project  would  be  consistent  with  the  2009  LEED requirements in MM GHG‐3 and therefore supersede this mitigation measure.

Conclusion
Accordingly,  no  new  impacts  relative  to  GHG  emissions  or  a  substantial  increase  in  the  severity  of  a previously  identified  significant  impact  evaluated  in  the  Mitchell  Crossing  IS/MND  would  occur.  With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any  new  impacts,  or  increase  the  severity  of  the  previously  identified  impacts.  Additionally,  no  new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would impact the prior finding of less than

6   CEC, New Title 24 Standards Will Cut Residential Energy Use by 25 Percent, Save Water, and Reduce Greenhouse Gas Emissions, July 1, 2014; CEC, 2016 Building Energy Efficiency Standards, Adoption Hearing Presentation, page 8, June 10, 2015; CEC, 2019 Building Energy Efficiency Standards FAQ, March 2018.
7   Radoslovich Shapiro, PC Attorneys, CALGreen vs. LEED, 2017. Additionally, in 2018, the U.S. Green Building Council announced that projects built to CALGreen codes are pre‐approved for streamlining of fundamental LEED requirements when pursuing certification under LEED v4 (U.S. GBC 2018, https://www.usgbc.org/articles/us‐green‐building‐council‐announces‐leed‐v4‐and‐calgreen‐alignment‐california‐projects).

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significant  with  mitigation.  Therefore,  preparation  of  a  subsequent  environmental  analysis  is  not warranted.

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3.8  Hazards and Hazardous Materials
Initial Study Findings
Significance  Determination:  Less  Than  Significant  Impact.  The  adopted  Mitchell  Crossing  IS/MND concluded that the project would have a less than significant impact to hazards and hazardous materials and  no  mitigation  was  required.  Project  construction  may  involve  the  use  and  transport  of  hazardous materials  such  as  fuels,  oils,  mechanical  fluids,  and  other  chemicals  used  during  construction,  but  the project must comply with requirements of the California  Code  of  Regulations  (CCR),  Title  22,  which contains  detailed  compliance  requirements  for  hazardous  waste  generators,  transporters, treatment,  storage,  and  disposal  facilities.  The  Phase  I  Environmental  Site  Assessment  (ESA) prepared for the project site indicated no evidence of Recognized Environmental Concerns (RECs) in connection with the project site and the site is not included in a list hazardous material sites compiled pursuant to Government Code 65962.5. No significant impacts were identified and no mitigation was required.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

With  respect  to  the  proposed  Project,  development  would  occur  on  approximately  2.3  acres  of  the remaining  5.24  of  the  original  28‐acre  development  site  evaluated  in  the  Mitchell  Crossing  IS/MND.

Government Code Section 65962.5 refers to the Hazardous Waste and Substances Site List, commonly known  as  the  Cortese  List,  maintained  by  the  DTSC.8  The  Cortese  list  contains  hazardous  waste  and substance sites including public drinking water wells with detectable levels of contamination; sites with known leaking underground storage tanks; and solid waste disposal facilities from which there is a known migration of hazardous materials into the soil. The Cortese list also includes hazardous substance sites selected for remedial action, historic Cortese sites, and sites with known toxic material identified through the  abandoned  site  assessment  program.  The  project  site  is  not  located  on  a  compiled  hazardous materials site list pursuant to California Government Code Section 65962.5.9 Common cleaning chemicals and fertilizers would be used on the site. The proposed convenience store with gasoline pumps and automated car wash would use, store, and transport gasoline, renewable diesel fuel, and propane. The service station would be designed and operated consistent with City, County, State, and  federal  regulations  pertaining  to  the  underground  and  above‐ground  storage  and  dispensation  of flammable materials. Operational protections include but are not limited to underground storage tank (UST) overfill protection (an electronic external alarm system designed to alert the fuel delivery and facility operators that a fuel tank is exceeding a predetermined level during a product delivery); and automatic tank gauges electronic pressurized line leak detection system. SCAQMD Rule 461 requires testing of vapor recovery systems for gasoline dispensing facilities from certified vapor recovery testing companies and contractors. This rule applies to the transfer of gasoline from any tank truck, trailer, or railroad tank car into any stationary storage tank or mobile fueler, and from any stationary storage tank or mobile fueler into  any  mobile  fueler  or  motor  fuel  tank.  Requirements  for  the  storage  of  hazardous  materials  are identified in Municipal Code Section 16.18.070.

8 DTSC, Hazardous Waste and Substances Site List, available at https://www.envirostor.dtsc.ca.gov/public/search.asp?cmd=search&reporttype=CORTESE&site_type=CSITES,OPEN,FUDS,CLOSE&status=A CT,BKLG,COM&reporttitle=HAZARDOUS+WASTE+AND+SUBSTANCES+SITE+LIST, accessed on January 10, 2023. 9   Ibid.

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The  Unified  Hazardous  Waste  and  Hazardous  Materials  Management  Regulatory  Program  (Unified Program)  requires  the  administrative  consolidation  of  six  hazardous  materials  and  waste  programs (Program Elements) under one agency: Certified Unified Program Agency (CUPA). The Program Elements consolidated under the Unified Program are: (1) Hazardous Waste Generator and Onsite Hazardous Waste Treatment  Programs;  (2)  Aboveground  Petroleum  Storage  Tanks  (Spill  Prevention  Control  and Countermeasure Plan); (3) UST Program; (4) Hazardous Materials Release Response Plans and Inventory Program  (Hazardous  Materials  Disclosure  or  “Community‐Right‐To‐Know”);  (5)  California  Accidental Release Prevention Program; and (6) Uniform Fire Code Plans and Inventory Requirements. The Unified Program  is  intended  to  provide  relief  to  businesses  complying  with  the  overlapping  and  sometimes conflicting  requirements  of  formerly  independently  managed  programs.  The  Unified  Program  is implemented at the local government level by CUPAs. The CUPA with jurisdiction over Murrieta is the Riverside  County  Department  of  Environmental  Health  Hazardous  Materials  Branch.  The  Project  will require a permit from the CUPA for the new installation of two, 22,000 gallon underground storage tanks.

The City will inspect the Project regularly to ensure compliance with the regulations.

The  storing  or  dispensing  of  hazardous  materials  would  be  designed  and  operated  consistent  with  all applicable City, County, state, and federal regulations and would be subject to routine inspection. Based on these factors, project‐related impacts associated with the transport, use, and disposal of hazardous materials would be less than significant. Therefore, the proposed Project would not create a significant hazard  to  the  public  or  the  environment  and  no  impact  would  occur.  The  conclusions  of  the  adopted Mitchell Crossing IS/MND are applicable to the proposed Project.

Conclusion
As discussed above, the proposed Project would not cause a new hazardous materials impact to occur as previously disclosed in the Mitchell Crossing IS/MND, with compliance with all State and local regulations.

With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified impacts. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would impact the prior finding of less than significant. Therefore, preparation of a subsequent environmental analysis is not warranted.

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3.9  Hydrology and Water Quality
Initial Study Findings
Significance Determination: Less than Significant Impact With Mitigation. The adopted Mitchell Crossing IS/MND determined that there would be a less than significant impact to hydrology and water quality with the incorporation of mitigation with respect to runoff. The project site is not located within a 100‐year flood hazard area, within the inundation area of a dam or levee, or near a large body of water that that would be subject to tsunamis or seiches. The Mitchell Crossing IS/MND noted that if drainage facilities are not coordinated, the overall project could exceed the capacity of drainage facilities downstream and may be undersized for development that could occur upstream of the project site. To address this potential constraint,  MM  HWQ‐1  requires  a  comprehensive  drainage  plan  for  the  entire  site  be  prepared  in accordance with City requirements and approved by the City Engineer.

MM HWQ‐1  Prior to approval of a Tentative Map or other  type  of land use approval to permit development within any part of the project site, a comprehensive drainage plan for the  entire  site  shall  be  approved  by  the  City  Engineer.  The  drainage  plan  shall demonstrate,  to  the  satisfaction  of  the  City  Engineer  and  in  accordance  with  City requirements, that the improvements and facilities identified shall provide adequate protection from flooding on‐ and off‐site and be adequately sized and designed to accommodate future upstream development. In addition, each Tentative Map and/or other land use application shall, as a condition of approval, be required to provide for the construction and the necessary easements and/or rights‐of‐way associated with the  drainage  plan.  If  deemed  necessary  to  provide  for  adequate  protection  from flooding  by  the  City  Engineer,  interim  improvements  may  also  be  required.  Such interim facilities, if needed, shall be designed and constructed to the satisfaction of the City Engineer.

With respect to water quality, the Mitchell Crossing IS/MND determined that the project would have a less  than  significant  impact  following  compliance  with  applicable  local,  regional,  and  State  regulatory requirements. The originally project was subject to the State Water Resources Control Board's General Permit  for  Storm  Water  Discharges  Associated  with  Construction  Activities  (General  Permit)  and  was required to comply with conditions for new development that were identified through the City of Murrieta and  the  Riverside  County  Flood  Control  and  Water  Conservation  District's  implementation  of  their Municipal Separate Stormwater Sewer System (MS4) permit. The project was required to prepare and implement a Stormwater Pollution Prevention Plan (SWPPP) during grading and construction and a Water Quality Management Plan (WQMP) for post construction activities.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

As a part of the currently proposed Project, a Preliminary Drainage Study (Blue Peak Engineering, 2022) and a Preliminary Water  Quality Management Plan (Blue Peak  Engineering, 2022) were prepared. The proposed Project would not create a new significant impact or a substantial increase in the severity of previously identified effects in the adopted Mitchell Crossing IS/MND. The proposed development would mimic existing condition drainage patterns to the maximum extent practicable. The proposed Stormtech Chamber Detention Facility would retain 1.43 cubic feet per second (cfs) for the 10‐year storm event and

2.79  cfs  for  the  100‐year  storm  event.  Detained  runoff  would  partially  infiltrate  into  native  soil.  The Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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remainder of the stored runoff would pond up and eventually overtop and drain out of an overflow riser.

During a 100‐year storm event, the peak ponding elevation would be below the top of Stormtech Chamber elevation. Because the proposed development peak flow would be less than the existing conditions peak flow, the 100‐year storm event would be fully retained. As stated in the Preliminary Drainage Study (2022), the proposed development meets the Riverside County Flood Control and Water Conservation District Hydrology  Manual  criteria  for  storm  drain  mitigation  and  would  not  negatively  impact  neighboring properties or existing storm drain facilities.

The proposed retail development area would include three drainage management areas (DMAs). DMA 1 is the location of the proposed coffee shop. Runoff from the building would downspout onto sidewalk surfaces and then sheet flow onto parking and street paving. Gutters would collect the runoff and route runoff south into a proposed catch basin at the driveway entrance. This flow would confluence with flow from  the  other  DMAs  in  the  proposed  Stormtech  Detention  Chambers  for  stormwater  detention  and attenuation. DMA 2 is the driveway entrance to the development. Runoff would sheet flow southwest and  discharge  into  a  catch  basin.  This  flow  would  confluence  with  flow  from  the  other  DMAs  in  the proposed Stormtech Detention Chambers stormwater detention and attenuation. DMA 3 is the location of the proposed convenience store. Runoff from the building would downspout onto sidewalk surfaces and then sheet flow onto parking and street paving. Gutters would collect the runoff and route runoff southwest into a proposed catch basin on the southwest corner of the site. This flow would confluence with flow from the other DMAs in the proposed Stormtech Detention Chambers for stormwater detention and attenuation.

The proposed Project would be required to comply with applicable building regulations and standards and recommendations  set  forth  in  the  Preliminary  Drainage  Study  and  a  Preliminary  Water  Quality Management Plan to preclude significant impacts related to hydrology and water quality. MM HWQ‐1 is applicable.

Conclusion
Accordingly,  no  new  impacts  relative  to  hydrology  and  water  quality  or  a  substantial  increase  in  the severity  of  a  previously  identified  significant  impact  evaluated  in  the  Mitchell  Crossing  IS/MND  would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified impacts. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would impact the prior finding of less than  significant  with  mitigation.  Therefore,  preparation  of  a  subsequent  environmental  analysis  is  not warranted.

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3.10  Land Use and Planning
Initial Study Findings
Significance  Determination:  Less  Than  Significant  Impact.  The  adopted  Mitchell  Crossing  IS/MND concluded that there would be a less than significant impact related to land use and planning. The project would  result  in  rezoning  from  Rural  Residential  into  Multi  Family  Residential  and  Neighborhood Commercial. The change in zoning would not disrupt or split a community or conflict with land use plans and policies  or regulations of the City  that were adopted for  the purpose of avoiding or  mitigating an environmental effect. Additionally, the project would be required to comply with the provisions of Policy LU‐21d  of  the  City’s  General  Plan  and  with  the  City’s  Tree  Preservation  Ordinance  as  discussed  in  the adopted Mitchell Crossing IS/MND. No significant impacts were identified and no mitigation was required.

Proposed Project
Project‐Specific  Analysis  and  Significance  Determination:  No  Impact;  no  substantial  change  from previous analysis.

The proposed Project would occur on approximately 5.24 acres of the larger development site evaluated in the adopted Mitchell Crossing IS/MND. Of the 5.24 acres, only 2.3 acres is proposed for commercial development.  The  site  has  a  Commercial  Retail  General  Plan  land  use  designation  and  is  in  the Neighborhood Commercial zoning district. The construction of a convenience store with gasoline pumping and an automated car wash, and a drive‐thru coffee on a portion of the project site would not change the conclusions of the adopted Mitchell Crossing IS/MND that the Project would be consistent with applicable goals and policies of the City’s General Plan and zoning ordinance. The findings of the adopted Mitchell Crossing IS/MND would therefore be applicable to the proposed Project.

Conclusion
Accordingly, no new impacts relative to land use and planning evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would  not  result  in  any  new  impacts,  or  increase  the  severity  of  the  previously  identified  impacts.

Additionally, no new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would impact the prior finding  of  less  than  significant.  Therefore,  preparation  of  a  subsequent  environmental  analysis  is  not warranted.

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City of Murrieta  44  February 2024

3.11  Mineral Resources
Initial Study Findings
Significance  Determination:  Less  Than  Significant  Impact.  The  adopted  Mitchell  Crossing  IS/MND determined that there would be less than significant impacts to mineral resources. There is no evidence that the project site contains any mineral resources that could be of value on a regional or State level and the project area has not been delineated as a locally important resource recovery site in the City’s General Plan. No significant impacts were identified and no mitigation was required.

Proposed Project
Project‐Specific  Analysis  and  Significance  Determination:  No  Impact;  no  substantial  change  from previous analysis.

Neither the original project nor the proposed Project would involve any mineral extraction activities. The proposed Project would not result in the loss of a known mineral resource or loss of availability of a known mineral resource or locally important mineral resource site. No impact would occur, and no mitigation is required. The proposed Project would not change the findings in the adopted Mitchell Crossing IS/MND.

Conclusion
Accordingly, no new impacts relative to mineral resources as evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts. Additionally, no new information of substantial importance that was not  known and  could  not have been known at  the  time the Mitchell Crossing IS/MND was adopted  is available  that  would  impact  the  prior  finding  of  less  than  significant.  Therefore,  preparation  of  a subsequent environmental analysis is not warranted.

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3.12  Noise
Initial Study Findings
Significance Determination: Less Than Significant Impact With Mitigation. The adopted Mitchell Crossing IS/MND found that construction‐related noise impacts for the project would have less than significant impacts  with  mitigation  incorporated.  Noise  impacts  from  construction  activities  associated  with  the project would be a function of the noise generated by construction equipment, equipment location, and sensitivity  of  nearby  land  uses,  and  the  timing  and  duration  of  the  construction  activities.  In  order  to minimize disruption to existing residents, all construction activity would be performed in accordance with the City of Murrieta Municipal Code noise requirements and with the following mitigation measures.

MM NOI‐1   Concurrent  with  the  submittal  of  a  project  application  at  this  site,  the  project proponent shall submit a noise study to evaluate existing and projected noise levels that could affect residences within the project site to assure that exterior and interior noise levels meet City noise standards. If City noise standards are exceeded, measures to  attenuate  noise  levels  (i.e.  walls,  berms,  building  construction  techniques,  etc.) shall  be  required  to  attenuate  noise  to  levels  that  are  in  accordance  with  City standards. Noise studies shall be prepared to the satisfaction of the City's Community Development Director.

MM NOI‐2  Construction activities shall adhere to the following noise requirements:
 All construction equipment shall utilize noise reduction features  (e.g., mufflers and engine shrouds) that are no less effective than those originally installed by the manufacturer.
 Hours of construction shall comply with those established in the City of Murrieta Municipal  code  construction  activities  noise  regulations.  Those  hours  are weekdays from 7:00 a.m. to 8:00 p.m. Monday through Saturday. Construction is prohibited on Sundays and legal holidays.

MM NOI‐3  At  the  time  a  grading  permit  application  is  submitted,  the  project  proponent  shall submit a construction noise mitigation plan to  the  City of Murrieta for review and approval. The plan shall depict the location of construction equipment and describe how noise would be mitigated through methods such as, but not limited to, locating stationary  noise‐generating  equipment  (such  as  pumps  and  generators),  as  far  as possible from nearby noise‐sensitive receptors. Where practicable, noise‐generating equipment  shall  be  shielded  from  nearby  noise‐sensitive  receptors  by  noise‐ attenuating  buffers  such  as  structures  or  haul  trucks  trailers.  Onsite  noise  sources such as heavy equipment located less than 200 feet from noise‐sensitive receptors shall  be  equipped  with  noise‐reducing  engine  housings.  Portable  acoustic  barriers able to attenuate at least six dBA shall be placed around noise‐generating equipment located  within  200  feet  of  residences  may  also  be  required.  Water  tanks  and equipment storage, staging, and warm‐up areas shall be located as far from noise‐ sensitive  receptors  as  possible.  The  construction  noise  mitigation  plan  shall  be prepared  and  implemented  to  the  satisfaction  of  the  Community  Development Director.

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The adopted Mitchell Crossing IS/MND found that operational noise impacts for the project would have less than significant impacts with mitigation incorporated. The Noise Element of the Murrieta General Plan identified 65 dBA CNEL as the maximum acceptable exterior noise level for noise sensitive uses. The most  prominent  source  of  existing  and  future  noise  that  would  affect  the  project  site  would  be  from vehicular traffic on Clinton Keith Road. The existing and future roadway noise levels were projected using the trips generated by the TIA and the Federal Highway Administration (FHWA) Traffic Noise Prediction Model. At the time the Mitchell Crossing IS/MND was prepared, the traffic noise estimates identified that Clinton Keith Road had an existing noise level of 78.2 dBA and a future buildout noise levels without the project would be 82.1 dBA. To prevent excessive noise levels for residents, the adopted Mitchell Crossing IS/MND included MM NOI‐1, which requires a noise study to be conducted and submitted concurrent with the submittal of a project application.

The adopted Mitchell Crossing IS/MND found that the project would result in less than significant impacts related  to  excessive  ground  borne  noise  levels  or  ground  borne  vibration.  Construction  impacts  were assessed using the continuous/frequent intermittent structural damage vibration threshold of 0.5 peak particle  velocity  PPV  for  construction.  The  nearest  sensitive  receptor  to  the  project  site  was  115  feet southeast of the site and yielded only an estimated 0.05 PPV for a vibratory roller, which is the piece of equipment that would produce the greatest amount of vibration on the project site.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact.

A noise analysis was prepared for the proposed Project (Kimley‐Horn, 2023); see Appendix D. To quantify existing ambient noise levels in the area, four short‐term noise measurements were taken on November 15, 2022. The noise measurement sites were representative of typical existing noise exposure within and immediately adjacent to the project site. The average noise levels and sources of noise measured at each location are listed in Table 6: Existing Noise Measurements.

Table 6: Existing Noise Measurements
Site  Location
Leq
(dBA)
Lmin
(dBA)
Lmax
(dBA)  Time
1  Adjacent to Mitchell Place Apartments, along Mitchell Rd to the west of the project site.

60.4  45.9  71.3  1:30 PM
2  Southwest corner of Clinton Keith Rd and Mitchell Rd intersection.

71.2  54.2  80.7  1:43 PM
3  Adjacent to residential uses along Clinton Keith Rd, to the south of the project site.

76.9  52.2  85.6  1:55 PM
4  Adjacent to residential uses along Sierra Lane, to the north of the project site.

58.4  45.8  75.7  2:12 PM
5  In commercial parking lot directly east of the project site.  55.8  47.2  69.0  2:29 PM Source: Noise measurements taken by Kimley‐Horn and Associates, November 15, 2022. Appendix D.

Construction  Activities.  Construction  activities  would  include  grading/infrastructure  improvements, building construction, paving, and architectural coating applications. The nearest noise sensitive receptors to  the  project  site  include  multi‐family  residences  located  approximately  375  feet  to  the  north  and approximately 95 feet to the west, single‐family residences located approximately 132 feet to the south, Antelope Hills Elementary School located approximately 470 feet to the south, and The Linden at Murrieta Assisted Living facility located approximately 1,780 feet to the west. Table 7: Project Construction Noise Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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Levels identifies the Project’s estimated exterior construction noise levels. The Murrieta Municipal Code has established quantitative construction noise standards of 75 dBA for single‐family residential uses, 80 dBA  for  multi‐family  residential  uses,  and  85  dBA  for  commercial/nonresidential  uses  during  daytime hours (between 7:00 AM to 8:00 PM).

As shown in Table 7, noise levels at the nearest sensitive receptors could reach a maximum of 72.9 dBA at  the  property  line  of  the  nearest  sensitive  receptor  (the  single‐family  residential  uses  to  the  south) during  the  overlapping  building  construction,  paving,  and  architectural  coating  phases.  The  proposed Project would still be subject to MM NOI‐2 and MM NOI‐3 and would follow the City of Murrieta Noise Ordinance. Therefore, construction noise levels would not exceed the City’s construction noise standards and construction‐related noise impacts would be less than significant. The proposed Project would not change the findings in the adopted Mitchell Crossing IS/MND with respect to construction activities.

Table 7: Project Construction Related Noise Levels
Construction
Phase
Receptor Location  Worst Case
Modeled Exterior
Noise Level
(dBA Leq)
Noise
Threshold
(dBA Leq)2  Exceeded? Land Use  Direction
Distance to
Project Site
(feet)1
Grading/
Infrastructure
Improvements
Multi‐Family
Residential   North   508  65.7  80  No
Single‐Family
Residential   South  265  71.4  75  No
Multi‐Family
Residential  West  290  70.6  80  No
Commercial   West  195  74.1  85  No
Building
Construction
Multi‐Family
Residential   North   508  63.4  80  No
Single‐Family
Residential   South  265  69.1  75  No
Multi‐Family
Residential  West  290  68.3  80  No
Commercial   West  195  71.8  85  No
Paving
Multi‐Family
Residential   North   508  64.5  80  No
Single‐Family
Residential   South  265  70.2  75  No
Multi‐Family
Residential  West  290  69.4  80  No
Commercial   West  195  72.8  85  No
Architectural
Coating
Multi‐Family
Residential   North   508  53.6  80  No
Single‐Family
Residential   South  265  59.2  75  No
Multi‐Family
Residential  West  290  58.5  80  No
Commercial   West  195  61.9  85  No
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Table 7: Project Construction Related Noise Levels
Construction
Phase
Receptor Location  Worst Case
Modeled Exterior
Noise Level
(dBA Leq)
Noise
Threshold
(dBA Leq)2  Exceeded? Land Use  Direction
Distance to
Project Site
(feet)1
Building
Construction/
Paving/
Architectural
Coating
Multi‐Family
Residential   North   508  67.2  80  No
Single‐Family
Residential   South  265  72.9  75  No
Multi‐Family
Residential  West  290  72.1  80  No
Commercial   West  195  75.5  85  No

1. Per the methodology described in the FTA Transit Noise and Vibration Impact Assessment Manual (September 2018), distances are measured from the nearby buildings to the center of the project construction site. Therefore, distance may not match those identified in the context, which are measured from the property line.

2. The City employs construction noise standards of 75 dBA for single‐family residential uses, 80 dBA for multi‐family residential uses, and 85 dBA for commercial uses as outlined in MMC Section 16.30.130 and Table 3.

Source: Federal Highway Administration, Roadway Construction Noise Model, 2006. See Appendix D for noise modeling results.

Operational Noise. Implementation of the proposed Project would also create new sources of noise in the project area. The major noise sources associated with the Project that could potentially impact existing nearby residences include stationary noise equipment (i.e., air conditioners, car wash vacuum and dryer system, etc.); parking areas (i.e., car door slamming, car radios, engine start‐up, and car pass‐by); truck deliveries and trash/recycling pickups; drive‐thru operations; and off‐site traffic noise.

Mechanical Equipment. Potential stationary noise sources related to long‐term operation of the Project would  include  mechanical  equipment.  Mechanical  equipment  (e.g.,  heating  ventilation  and  air conditioning [HVAC] equipment) typically generates noise levels of approximately 52 dBA at 50 feet. The Project would include HVAC units located on the rooftop of the proposed convenience store and coffee shop buildings and the units would be located behind a parapet. Therefore, HVAC units would be located as close as 143 feet from the property line of the nearest sensitive receptor (multi‐family residences to the west) and as close as 210 feet from the single‐family residences to the south. Based upon the Inverse Square Law, sound levels decrease by 6 dBA for each doubling of distance from the source. As a result, HVAC noise levels would attenuate by the distance to approximately 42.9 dBA at the residences to the west and 39.5 dBA at the residences to the south. The parapets would also provide additional attenuation, which would reduce HVAC noise levels to 34.9 dBA and 31.5 dBA to the west and south, respectively.

Therefore, HVAC noise would not exceed the City’s daytime (50 dBA) or nighttime (45 dBA) exterior noise standards for residential uses. Impacts from mechanical equipment would be less than significant.

Car Wash Operations. The automated drive‐thru car wash would include a conveyor wash tunnel with one vacuum and one dryer system and would not include speakers or intercoms. Car wash operations would occur during daytime hours (7:00 AM to 9:00 PM). The Project would use one AquaDri FS‐40 dryer system and a standard  car wash vacuum  unit.  The  AquaDri FS‐40 dryer system  generates  89 dBA at a distance of 10 feet from the source. Because the drying cycle represents a small portion of the overall wash,  the  dryers  are  anticipated  to  operate  for  no  more  than  30  minutes  during  any  given  hour.  The calculated hourly Leq given 30 minute usage of the dryer cycle at the exit would be 86 dBA at a reference distance  of  10  feet.  A  standard  car  wash  vacuum  unit  generates  72  dBA  at  a  distance  of  10  feet.  The nearest sensitive receptors are the multi‐family residential uses to the west and single‐family residential Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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uses to the south. The dryers would be located in the eastern portion of the car wash and the car wash vacuum  would  be  located  along  Clinton  Keith  Road.  Table  8:  Car  Wash  Noise  Levels  identifies  the combined car wash noise level at the nearest sensitive receptors. The car wash operations would generate a combined noise level of 48.6 dBA at the multi‐family residential uses to the west and 49.1 dBA at the single‐family residential uses to the south, which would not exceed the City’s daytime (7:00 AM to 10:00 PM) exterior noise standard (50 dBA) for residential uses. The car wash would not operate after 9:00 PM and would not exceed the City’s nighttime (10:00 PM to 7:00 AM) noise standards. Therefore, noise levels generated by car wash operations would be less than significant.

Table 8: Car Wash Noise Levels
Receptor  Source
Reference
Noise Level1
Reference
Distance
Nearest
Receptor
Distance
from Source
(feet)2
Building Row
Attenuation3
Modeled
Exterior Noise
Level at
Nearest
Sensitive
Receptor (dBA)
Multi‐family
Residential
Uses to the
West
Dryers  86 dBA  10 Feet  238 Feet  15  43.5
Vacuum  72 dBA  10 Feet  178 Feet  NA  47.0
Car Wash Combined Noise Level  48.6
Noise Threshold (dBA)4  50
Threshold Exceeded?  No
Single‐family
Residential
Uses to the
South
Dryers  86 dBA  10 Feet  369 Feet  15  39.6
Vacuum  72 dBA  10 Feet  148 Feet  NA  48.6
Car Wash Combined Noise Level  49.1
Noise Threshold (dBA)4  50
Threshold Exceeded?  No
NA = Not Applicable

1.  Noise level specifications for the dryer system and vacuum were provided by the Applicant. Refer to Appendix D.

2.  The nearest sensitive receptors are the multi‐family residential uses to the west.

3.   Building row attenuation assumes partial obstruction as the dryers would be inside the car wash building. Refer to Appendix D for barrier calculations.

4.   The car wash would operate during daytime hours, between 7:00 a.m. to 9:00 p.m. Therefore, the City’s daytime exterior noise standard for residential uses (50 dBA) was applied.

Drive‐Thru Operations. The proposed drive‐thru coffee shop would not use a drive‐thru speakerphone.

Instead, staff would take orders with tablets at various points throughout the drive‐thru queue. Sound levels of speech typically range from 33 dBA at 50 feet for normal speech to 50 dBA at 50 feet for very loud speech. The nearest sensitive receptors (single‐family residential uses to the south) would be located approximately 210 feet, and the sensitive receptors to the west would be 320 feet from the end of the drive‐thru. At this distance, drive‐thru operation noise levels would be approximately 37.5 dBA and 33.9 dBA at the south and the west, respectively. Therefore, drive‐thru operations would not exceed the City’s daytime (50 dBA) or nighttime (45 dBA) exterior noise standards for residential uses and impacts would be less than significant.

Truck Deliveries and Trash/Recycling Collection. It is anticipated that the proposed Project would involve occasional deliveries (i.e., deliveries of gasoline, diesel, and supplies for the convenience store and coffee shop)  and  trash/recycling  collection  from  slow‐moving  trucks  during  daylight  hours.  However,  this Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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Addendum considers potential nighttime truck deliveries to provide a conservative analysis. The primary noise source associated with trucks are the air brakes, engine idling, back up alarms, engine ignition, and acceleration. Once the trucks have pulled in to the parking lot, they are unloaded using a hand cart, and most of that unloading noise would be contained within the truck trailer. It should be noted that per the California Code of Regulations, Title 13, Section 2485, trucks are prohibited from idling more than five minutes.

Delivery truck noise levels were calculated for the Project based on reference truck noise levels and the inverse square law of sound propagation. Truck unloading related noises would occur for brief periods during the delivery process. For example, air brake and backup alarm noises last a few seconds and idling would be limited to five minutes. Truck unloading would have the longest duration and would make up the majority of the time during each delivery event. The combined delivery truck noise levels would range from 32.8 to 43.4 dBA Leq at the nearest sensitive receptors. Therefore, delivery truck noise levels would not exceed the City’s daytime (50 dBA) or nighttime (45 dBA) exterior noise standards for residential uses.

Delivery  times  are  currently  unknown;  however,  Project  noise  levels  would  not  exceed  daytime  or nighttime  standards.  In  addition,  truck  deliveries  and  trash/recycle  collection  activities  occur  at  the adjacent  commercial  uses  under  existing  conditions,  and  traffic  noise  along  Clinton  Keith  Road  and Mitchell Road would act as a buffer from on‐site truck noise levels. Therefore, potential noise impacts associated  with  deliveries  and  trash/recycling  would  be  less  than  significant  impact  and  no  mitigation would be required.

Parking Lot Noise. The Project would provide 33 parking stalls, located throughout the project site. Traffic associated with parking lots is typically not of sufficient volume to exceed community noise standards, which are based on a time‐averaged scale such as the CNEL scale. The instantaneous maximum sound levels generated by a car door slamming, engine starting up, and car pass‐bys range from 53 to 61 dBA.

Conversations in parking areas may also be an annoyance to adjacent sensitive receptors. Sound levels of speech typically range from 33 dBA at 50 feet for normal speech to 50 dBA at 50 feet for very loud speech.

It should be noted that parking lot noises are instantaneous noise levels compared to noise standards in the hourly Leq or 24‐hour CNEL metrics, which are averaged over the entire duration of a time period. As a result, actual noise levels over time resulting from parking lot activities would be far lower than the reference levels identified above.

For  the  purpose  of  providing  a  conservative,  quantitative  estimate  of  the  noise  levels  that  would  be generated from the vehicles entering and exiting the parking lot, the methodology recommended by FTA for  the  general  assessment  of  stationary  transit  noise  sources  is  used.  Based  on  the  peak  hour  trip generation  rates  in  the  Focused  Traffic  Analysis  for  the  Proposed  Clinton  Keith  Road  Project  (Traffic Analysis), prepared by Kimley‐Horn (dated October 11, 2022), approximately 344 trips during peak hours would be made to the project site each day. Using the FTA’s reference noise level of 92 dBA SEL at 50 feet from  the  noise  source,  the  Project’s  highest  peak  hour  vehicle  trips  would  generate  noise  levels  of approximately  51.8  dBA  Leq  at  50  feet  from  the  parking  lot.  The  nearest  parking  spaces  would  be approximately 140 feet from the nearest noise sensitive receptors (multi‐family residential uses to the west). Based strictly on distance attenuation, parking lot noise at the nearest sensitive receptor (multi‐ family residential uses to the west) would be approximately 42.9 dBA, which is below the City’s daytime (50 dBA) and nighttime (45 dBA) exterior noise standards for residential uses. Therefore, noise impacts from parking lots would be less than significant.

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Combined  Operational  Noise  Levels.  Project  operational  noise  was  modeled  with  the  SoundPLAN software. SoundPLAN allows computer simulations of noise situations, and creates noise contour maps using  reference  noise  levels,  topography,  point  and  area  noise  sources,  mobile  noise  sources,  and intervening structures. Modeled noise levels are based on reference data (see Exhibit 3: Project Daytime Noise Contours and Exhibit 4: Project Nighttime Noise Contours in Appendix D.

Table  9:  Noise  Level  Contributions  shows  the  individual  noise  contributions  from  the  various  on‐site sources at the sensitive receptors to the west and to the south. The worst‐case combined daytime noise levels  would  be  49.7  dBA  at  the  receptors  to  the  west  and  48.8  dBA  at  the  receptors  to  the  south, respectively.  The  worst‐case  combined  nighttime  noise  levels  would  be  44.6  dBA  and  43.9  dBA  at  the receptors to the west and south, respectively. Accounting for a 24 dBA exterior‐to‐interior attenuation factor,  the  interior  noise  levels  generated  by  the  combined  operational  noise  sources  would  be approximately 21 dBA at  the multi‐family residential uses to the  west and 20  dBA at the single‐family residences to the south.10 Therefore, the combined operational noise levels would not exceed the City’s exterior daytime (50 dBA), exterior nighttime (45 dBA), or interior nighttime (40 dBA)11 noise standards for  residential  uses.  As  set  forth  in  the  Murrieta  Municipal  Code  Section  16.30.090.B,  the  City’s  noise standard for commercial uses is 60 dBA (daytime) and 55 dBA (nighttime) at the property line (commercial standards are higher than the 50 dBA and 45 dBA residential standards). Internal to the project site and for off‐site land uses, the Project would not exceed City noise standards.

Table 9: Noise Level Contributions
Source
Noise Level (dBA)
West Receptor  South Receptor
7:00 AM to
10:00 PM
10:00 PM to
7:00 AM
7:00 AM to
10:00 PM
10:00 PM to
7:00 AM
Car Wash  39.7  NA  33.8  NA
Mechanical Equipment (HVAC)  39.7  39.7  35.1  35.1
Gas Station and Convenience Store  45.0  41.5  44.0  40.4 Drive‐Thru/Walk‐Up Window  42.9  42.9  41.6  41.6
Parking  39.8  30.3  39.6  33.9
Vacuum Space  41.3  NA  43.4  NA
HVAC = heating, ventilation, and air conditioning; NA = not applicable (i.e., the noise source would not operate during the specified time)

1. The car wash would not operate during the 10:00 PM to 7:00 AM period.

Source: Kimley‐Horn, 2023. Appendix D.

Therefore,  noise  levels  from  on‐site  project  operations  would  also  be  less  than  significant  and  the proposed Project would not result in new significant impacts or increase the severity of known significant impacts.

Off‐Site Traffic Noise. The proposed Project would result in additional traffic on adjacent roadways from daily activities, thereby increasing vehicular noise in the vicinity  of existing and proposed  land uses. A traffic noise level increase is considered substantial if:
 The  “Opening  Year  With  Project”  noise  level  exceeds  the  normally  acceptable  land  use compatibility standards (60 dBA for residential and 77.5 for commercial) and the proposed Project

10   U.S. Environmental Protection Agency, Protective Noise Levels (EPA 550/9‐79‐100), November 1979. 11    MMC Section 16.30.100, Interior Noise Standards for Multi‐Family Residential.

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would increase this noise level by 3 dBA CNEL (barely noticeable in an exterior environment) or more.

Traffic  noise  levels  for  roadways  primarily  affected  by  the  Project  were  calculated  using  the  FHWA’s Highway Noise Prediction Model (FHWA‐RD‐77‐108). Traffic noise modeling was conducted for conditions with  and  without  the  Project,  based  on  traffic  volumes  obtained  from  the  Traffic  Analysis.  For  the “Opening Year Without Project” scenario, noise levels would range from approximately 48.2 dBA to 69.6 dBA, with the highest noise levels occurring along the Clinton Keith Road segment from Mitchell Road to McElwain Road. The “Opening Year With Project” scenario noise levels would range from approximately

48.2 dBA to 69.7 dBA, with the highest noise levels also occurring along the Clinton Keith Road segment from Mitchell Road to McElwain Road. The proposed Project’s traffic noise levels would not exceed the

3.0 dBA increase significance threshold along any of the surrounding roadways, with the exception of the Mitchell Road segment from the Project Driveway to Clinton Keith Road. However, the noise level along this  roadway  segment  would  be  59.0  dBA,  which  would  not  exceed  the  normally  acceptable  land  use compatibility standard for residential uses (60 dBA). Therefore, the Project would not exceed both the 3 dBA CNEL threshold and normally acceptable land use compatibility standards. As a result, the Project would not result in a perceptible increase in traffic noise levels and impacts would be less than significant.

Vibration. The proposed Project would also result in less than significant impacts related to groundborne vibration. The Noise Analysis found that the closest structure to any construction activity is a commercial building  located  approximately  50  feet  east  of  the  construction  activity.  Vibration  velocities  from construction  equipment  would  range  from  0.001  to  0.074  in/sec  PPV  at  the  nearest  structure,  which would not exceed the structural damage criteria (0.2 in/sec PPV) or human annoyance criteria (0.4 in/sec PPV).  It  is  also  acknowledged  that  construction  activities  would  occur  throughout  the  project  site  and would not be concentrated at the point closest to the nearest structure or sensitive receptor. Therefore, vibration impacts associated with the proposed Project would be less than significant.

Through completion of the Noise Study, the Project has complied with MM NOI‐1. MMs NOI‐2 and NOI‐3 are applicable.

Conclusions
Accordingly,  no  new  impacts  relative  to  noise  or  a  substantial  increase  in  the  severity  of  a  previously identified significant impact evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section  21166  and  State  CEQA  Guidelines  Section  15162(a),  the  Project  would  not  result  in  any  new impacts, or increase the severity of the previously identified impacts. Additionally, no new information of substantial  importance  that  was  not  known  and  could  not  have  been  known  at  the  time  the  Mitchell Crossing IS/MND was adopted is available that would impact the prior finding of less than significant with mitigation. Therefore, preparation of a subsequent environmental analysis is not warranted.

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3.13  Population and Housing
Initial Study Findings
Significance  Determination:  Less  Than  Significant  Impact.  The  adopted  Mitchell  Crossing  IS/MND evaluated the future buildout of the property with 354 multi‐family residential dwelling units and 30,000 sf of commercial uses. The IS/MND identified that the project would not result in substantial unplanned population growth and would not displace people or housing. The original project’s forecast population growth of 1,065 persons would be 1.1 percent of the City’s overall population of 100,173 persons in 2008.

Additionally, the original project would be consistent with SCAG growth projections for the City and would provide 354 multi‐family residential dwelling units to the City’s housing inventory. No significant impacts were identified and no mitigation was required.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

In 2015, the City approved Development Plan 2014‐364 with a Tentative Map for 80 condominium units and Development Plan 2014‐301 for 230‐multi‐family units. No commercial uses were proposed in 2015.

Mass  grading  of  the  entire  project  site  occurred  in  late  2015  to  early  2016  associated  with  initial development of the project site for residential uses west of Mitchell Road and north of Sierra Lane.

The  proposed  Project  does  not  include  a  residential  component  but  proposes  the  construction  of  a convenience store with gasoline pumping and an automated car wash, and a drive‐thru coffee within shop on a portion of the original project site. Therefore, it would not change the number of proposed housing units or impact the estimated residential population growth. The proposed Project introduces additional commercial retail uses, which would provide employment opportunities. Future employees would likely come from the local workforce and would not generate unplanned population growth. Additionally, the proposed Project does not include the extension of roads or other infrastructure to unserved areas, which could  induce  indirect  growth.  The  proposed  Project  would  still  be  consistent  with  the  City’s  growth projections and SCAG’s regional growth assumptions.

Conclusion
Accordingly,  no  new  impacts  relative  to  population  and  housing  as  evaluated  in  the  Mitchell  Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts. Additionally, no new information of substantial importance that  was  not  known  and  could  not  have  been  known  at  the  time  the  Mitchell  Crossing  IS/MND  was adopted is available that would impact the prior finding of less than significant. Therefore, preparation of a subsequent environmental analysis is not warranted.

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3.14  Public Services
Initial Study Findings
Significance  Determination:  Less  than  Significant  Impact.  The  adopted  Mitchell  Crossing  IS/MND identified that the project would have a less than significant impact to fire and police protection services and  facilities,  schools,  parks,  and  other  public  facilities.  The  adopted  IS/MND  determined  that  the compliance with goals and policies in the Murrieta General Plan and payment of development fees, law enforcement fees, and school fees (Senate Bill 50) would preclude any adverse impacts and no mitigation was required.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

With respect to the proposed Project, development would occur within the property boundaries of the larger development site evaluated in the Mitchell Crossing IS/MND. Commercial uses are proposed on 2.3 acres  of  the  remaining  5.24  acres.  The  proposed  Project  is  a  commercial  development  and  would  be subject to the applicable goals and policies in the Murrieta General Plan and payment of development fees,  law  enforcement  fees,  and  school  fees.  The  proposed  Project  would  not  substantially  increase demand for public services and no significant impacts would occur. Therefore, the findings of the adopted Mitchell Crossing IS/MND would be applicable to the proposed Project.

Conclusion
Accordingly,  no  new  impacts  relative  to  public  services  as  evaluated  in  the  Murrieta  Crossing  IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts. Additionally, no new information of substantial importance that was not  known and  could  not have been known at  the  time the Mitchell Crossing IS/MND was adopted  is available  that  would  impact  the  prior  finding  of  less  than  significant.  Therefore,  preparation  of  a subsequent environmental analysis is not warranted.

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3.15  Recreation
Initial Study Findings
Significance Determination: Less than Significant Impact. The Mitchell Crossing IS/MND found that the project would have a less than significant impact related to accelerated physical deterioration of existing parks and the need to construct or expand existing recreational facilities which would result in an adverse physical effect on the environment. The project was expected to generate 1,065 residents which would impact  the  existing  neighborhood  and  regional  parks  and  existing  facilities;  payment  of  development impact  fees  would  offset  these  impacts.  No  significant  impacts  were  identified  and  no  mitigation  was required.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

The Project proposes the construction of a convenience store and drive‐thru coffee shop on a portion of the larger development site evaluated in the Mitchell Crossing IS/MND. The proposed Project introduces additional  commercial  retail  uses,  which  would  provide  employment  opportunities.  Future  employees would likely come from the local workforce and would not generate any unplanned population growth.

Therefore, the proposed Project would not increase the use of existing neighborhood or regional parks or other recreational facilities, nor does is require the construction or expansion of recreational facilities, which might have an adverse physical effect on the environment. The findings of the adopted Mitchell Crossing IS/MND would therefore be applicable to the proposed Project.

Conclusion
Accordingly, no new impacts relative to recreation as evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that  would  impact  the  prior  finding  of  less  than  significant.  Therefore,  preparation  of  a  subsequent environmental analysis is not warranted.

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3.16  Transportation
Initial Study Findings
Significance Determination: Less Than Significant Impact With Mitigation. The Focused Traffic Impact Analysis (TIA) in the adopted Mitchell Crossing IS/MND evaluated 307 multi‐family residences and 60,000 sf of commercial uses on the 28‐acre project site. The TIA determined that the originally proposed project would  have  a  less  than  significant  impact  on  transportation  resources  with  the  implementation  of mitigation. The following mitigation measures were identified in the adopted IS/MND:

MM T‐1  Site Access: Prior to occupancy of the project, the proposed project will have access to Mitchell Road (Pahl Road), Duster Road, and Sierra Lane.

MM T‐2  Alignment  Study:  Prior  to  any  development  approval,  an  alignment  study  shall  be submitted for City approval for Mitchell (Pahl) Road, from Clinton Keith Road to Linnel Lane.

MM T‐3  Roadway Improvements:

On‐Site: Prior to occupancy of the project, the following site‐specific circulation and access improvements shall be constructed (see Figure 22 of the TIA).

1. Construct Mitchell Road (Pahl Road) from the north project boundary to Clinton Keith Road at its ultimate cross‐section width including landscaping and parkway improvements in conjunction with development.

2. Construct  Sierra  Lane  from  Mitchell  Road  (Pahl  Road)  to  the  east  project boundary at its ultimate cross‐section width including landscaping and parkway improvements in conjunction with development.

3. Sufficient on‐site parking shall be provided to meet City of Murrieta parking code requirements.

4. Sight  distance  at  the  project  accesses  should  be  reviewed  with  respect  to California  Department  of  Transportation  City  of  Murrieta  standards  in conjunction  with  the  preparation  of  final  grading,  landscape,  and  street improvement plans.

5. On‐site  traffic  signing  and  striping  should  be  implemented  in  conjunction  with detailed construction plans for the project.

Off‐Site: The City of Murrieta shall periodically review traffic operations in the area of the project once the project is constructed to assure that the traffic operations are satisfactory.

The Mitchell Crossing IS/MND also noted that prior to occupancy, the project would participate in the funding  or  construction  of  off‐site  improvements  through  the  payment  of  Western  Riverside  County Transportation  Uniform  Mitigation  Fees  and  the  City  of  Murrieta  Development  Impact  Fees  for transportation.

In 2015, the Mitchell Crossing Traffic Impact Analysis (Kunzman Associates, 2015) subsequent traffic study was prepared to evaluate 331 multi‐family residences and 50,000 sf of specialty retail uses. The traffic study identified that the development would generate 4,417 average daily trips (ADT) with 236 morning Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

City of Murrieta  57  February 2024
peak  hour  trips  and  341  evening  peak  hour  trips.  The  following  updated  mitigation  measures  were recommended to mitigate impacts to a less than significant level:

1. Site‐specific circulation and access recommendations are depicted on Figure 40 of the updated Traffic Study

2. Construct Mitchell Road from the north project boundary to Clinton Keith Road at its ultimate cross‐section  width,  including  landscaping  and  parkway  improvements  in  conjunction  with development.

3. Construct Sierra Lane from Mitchell Road to the east project boundary at its ultimate cross‐section width including landscaping and parkway improvements in conjunction with development.

4. Sufficient on‐site parking shall be provided to meet City of Murrieta parking code requirements.

5. Sight distance at the project accesses should be revisited with respect to California Department of Transportation/City of Murrieta standards in conjunction with the preparation of final grading and landscaping improvement plans.

6. As  is  the  case  for  any  roadway  design,  the  City  of  Murrieta  should  periodically  review  traffic operations in the vicinity of the project once the project is constructed to assure that the traffic operations are satisfactory.

7. On‐site  traffic  signing  and  striping  should  be  implemented  in  conjunction  with  detailed construction plans for the project.

8. Participate  in  the  funding  or  construction  of  off‐site  improvements  through  the  payment  of Western  Riverside  County  Transportation  Uniform  Mitigation  Fees  and  the  City  of  Murrieta Development Impact Fees.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact With Mitigation; no substantial change from previous analysis.

A focused traffic analysis was prepared (Kimley‐Horn, 2022) for the proposed Project, which is provided as Appendix E. The focused traffic analysis was prepared in accordance with the City of Murrieta Traffic Impact  Analysis  Preparation  Guidelines  (March  2021)  in  coordination  with  the  City’s  Public  Works Department. Assuming internal trip capture and pass‐by reductions set forth in the ITE Trip Generation Manual (11th Edition), the proposed Project would generate 2,445 more daily weekday trips, 74 more AM peak hour weekday trips (36 inbound and 38 outbound), and 86 more PM peak hour weekday trips (51 inbound  and  35  outbound)  compared  to  the  2015  approved  traffic  impact  analysis.  As  a  result,  the proposed Project would generate 100 or less trips in peak hours. The City has determined that a traffic impact analysis is not required.

With respect to the identified traffic mitigation measures, MM 1 is addressed through the preparation of the focused traffic analysis (Appendix E). MM 2 and MM 3 have been implemented. The proposed Project exceeds the required parking (MM 4). MMs 5 through 8 are applicable.

The  proposed  Project  would  not  substantially  increase  traffic  in  relation  to  existing  traffic  load  and capacity of the street system; it does not include the use of any incompatible vehicles or equipment on the site; it does not change to the impact conclusions related to increase in hazards due to geometric designs or inadequate emergency access; it would not result in inadequate parking capacity nor would it Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

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conflict with adopted plans, policies, plans, or programs supporting alternative transportation. Therefore, the findings of the adopted Mitchell Crossing IS/MND and compliance with noted mitigation measures would also be applicable to the proposed Project.

Conclusion
Accordingly,  no  new  impacts  relative  to  transportation  or  a  substantial  increase  in  the  severity  of  a previously  identified  significant  impact  evaluated  in  the  Mitchell  Crossing  IS/MND  would  occur.  With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any  new  impacts,  or  increase  the  severity  of  the  previously  identified  impacts.  Additionally,  no  new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND was adopted is available that would impact the prior finding of less than significant  with  mitigation.  Therefore,  preparation  of  a  subsequent  environmental  analysis  is  not warranted.

Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

City of Murrieta  59  February 2024

3.17  Utilities and Service Systems
Initial Study Findings
Significance  Determination:  Less  than  Significant  Impact.  The  adopted  Mitchell  Crossing  IS/MND determined that impacts associated with the construction or expansion of existing water, wastewater, storm water drainage, water supply, wastewater treatment capacity, and solid waste generation would be less than significant. The original project would have increased water demand by 71,592.5 gallons per day (gpd) or 80.3 acre‐feet (AF) per year. Based on the 2005 Eastern Municipal Water District (EMWD) Urban Water Management Plan, EMWD has sufficient water supplied to meet the current and projected demands and no new water facilities would need to be constructed or expanded to serve the project.

The  projected  wastewater  generation  rate  for  the  original  project  was  estimated  to  be  70  gallons  per resident per day and approximately 100 gallons per employee per day. Based on the demand rates, the project  would  generate  86,550  gallons  of  wastewater  per  day.  The  project’s  potential  increase  in wastewater treatment would be 5 percent of the reclamation facility treatment capacity of 1.5 million gallons per day. Impacts associated with wastewater would be considered less than significant and no mitigation was required.

The original project would result in an incremental increase in storm water because the infiltration of the presently undeveloped site would decrease due to the construction of impervious surfaces on the site. At the time of preparation of the Mitchell Crossing IS/MND, the site had no storm water drainage facilities, and  the  project  would  be  required  the  expansion  of  the  existing  local  storm  water  drainage  system.

Development would also require coverage under the SWRCB and NPDES Permit General Permit for Storm Water  Discharges  Associated  with  Construction  Activity.  Following  compliance  with  the  established regulatory framework, the proposed drainage improvements’ environmental effects would be considered less than significant, and no mitigation was identified in the adopted Mitchell Crossing IS/MND.

The original project would increase solid waste generation and disposal at local landfills. However, the adopted  Mitchell  Crossing  IS/MND  concluded  that  the  project’s  solid  waste  generation  was  nominal compared to the overall capacity at landfills and that impacts were considered less than significant.

Proposed Project
Project‐Specific Analysis and Significance Determination: Less Than Significant Impact; no substantial change from previous analysis.

Under the proposed Project, this Addendum addresses approximately 5.24 acres of the  larger 28‐acre development site evaluated in the adopted Mitchell Crossing IS/MND. Development is proposed on 2.3 acres of the 5.24‐acre area. The water demand would be an increment of the original project because it is  a  smaller  development  with  solely  commercial  uses.  The  EMWD  has  available  capacity  to  serve  the proposed  Project  without  requiring  the  construction  of  new  water  facilities.  Therefore,  Project implementation  would  not  result  in  a  significant  environmental  effect  related  to  the  relocation  or construction of new or expanded water facilities. No significant impacts to would occur and the findings of the adopted Mitchell Crossing IS/MND would still be applicable to the proposed Project.

Wastewater service would be also be provided by the EMWD. Like the original project addressed in the adopted Mitchell Crossing IS/MND, the proposed Project’s wastewater generation would be considered less than significant. The EMWD treats wastewater at five regional water reclamation facilities, including the Temecula Valley Regional Water Reclamation Facility (TVRWF) which treats approximately 14 million Clinton Keith at Mitchell Street Retail Development     Section 3 Addendum to the Mitchell Crossing IS/MND     Evaluation of Environmental Impacts

City of Murrieta  60  February 2024
gallons  per  day  and  has  a  treatment  capacity  of  23  million  gallons  per  day.  The  Project’s  wastewater generation  would  represent  a  nominal  amount  of  the  treatment  capacity  of  the  TVRWF.  Therefore, impacts concerning wastewater would be considered less than significant and the findings of the adopted Mitchell Crossing IS/MND would still be applicable to the proposed Project.

The proposed Project would also result in an incremental increase in storm water because the infiltration of the presently undeveloped site would decrease due to the construction of impervious surfaces on the site.  The  site  would  require  the  expansion  of  the  existing  local  storm  water  drainage  system  and development  would  require  coverage  under  the  SWRCB  and  NPDES  Permit  General  Permit  for  Storm Water  Discharges  Associated  with  Construction  Activity.  However,  the  proposed  Project  would  also comply  with  the  established  regulatory  framework  and  the  proposed  drainage  improvements’ environmental effects would be considered less than significant. Therefore, the findings of the adopted Mitchell Crossing IS/MND would still be applicable to the proposed Project.

The proposed Project would also increase solid waste generation and disposal at local landfills. However, the solid waste generation would be the similar if not less than the original project because it is a smaller development with solely commercial uses. The solid waste in the City is collected by Waste Management and routed to El Sobrante Landfill, which has a maximum permitted capacity of 16,054 tons per day, and the Badlands Sanitary Landfill in Moreno Valley, which has a maximum permitted capacity of 4,800 tons per day. The solid waste generation would remain nominal compared to the overall capacity of landfills that service the City. Further, the proposed Project would also be subject to comply with all applicable federal, State, and local statutes and regulations for solid waste, including those identified under the most recent  CALGreen  Code.  Therefore,  impacts  concerning  solid  waste  would  be  considered  less  than significant  and  the  findings  of  the  adopted  Mitchell  Crossing  IS/MND  would  still  be  applicable  to  the proposed Project.

Conclusion
Accordingly, no new impacts relative to utilities and service systems as evaluated in the Mitchell Crossing IS/MND would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Mitchell Crossing IS/MND is available that  would  impact  the  prior  finding  of  less  than  significant.  Therefore,  preparation  of  a  subsequent environmental analysis is not warranted.

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4  DETERMINATION OF APPROPRIATE CEQA DOCUMENTATION
The following discussion lists the appropriate subsections of Sections 15162 and 15164 of the State CEQA Guidelines and provides justification for the City of Murrieta to make a determination of the appropriate CEQA document for the proposed Project, based on the environmental analysis provided above.

Section 15162 ‒ Subsequent EIRs and Negative Declarations (a) When an EIR has been certified or a negative declaration adopted for a project, no subsequent EIR  shall  be  prepared  for  that  project  unless  the  lead  agency  determines,  on  the  basis  of substantial evidence in light of the whole record, one or more of the following:
(1) Substantial  changes  are  proposed  in  the  project  which  will  require  major  revisions  of  the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.

The  City  of  Murrieta  proposes  to  implement  the  Project  within  the  context  of  the  Mitchell  Crossing project, as described in this Addendum. As discussed in the Environmental Impact Analysis section of this Addendum,  no  new  or  substantially  more  severe  significant  environmental  effects  beyond  what  was evaluated in the Mitchell Crossing IS/MND would occur that would require substantive revisions to the IS/MND.  The  proposed  Project  would  not  result  in  substantially  increased  impacts  above  what  was evaluated in the Mitchell Crossing IS/MND with regard to environmental factors. (2) Substantial  changes  occur  with  respect  to  the  circumstances  under  which  the  project  is undertaken which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.

As documented herein, there have been no changes in circumstances under which the Project is being implemented since adoption of the Mitchell Crossing IS/MND; and none of the proposed Project elements would  result  in  new  or  substantially  more  severe  significant  environmental  effects  than  previously identified.
(3) New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the negative declaration was adopted, shows any of the following:
(A) The project will have one or more significant environmental effects not discussed in the previous EIR or negative declaration;
(B) Significant effects previously examined will be substantially more severe than shown in the previous EIR;
No new information that was not known at the time the Mitchell Crossing IS/MND was prepared is now available that demonstrates that the proposed Project will result in a new or increased significant impact.

Based  on  the  analysis  prepared  for  the  proposed  Project,  the  project‐related  effects  would  not  be substantially more severe than were disclosed in the Mitchell Crossing IS/MND as a result of the proposed Project.

Clinton Keith at Mitchell Street Retail Development     Section 4 Addendum to the Mitchell Crossing IS/MND     Determination

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(C) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible, and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or No mitigation measures found infeasible in the Mitchell Crossing IS/MND are now feasible. (D) Mitigation measures or alternatives which are considerably different from those analyzed in  the  previous  EIR  would  substantially  reduce  one  or  more  significant  effects  on  the environment,  but  the  project  proponents  decline  to  adopt  the  mitigation  measure  or alternative.

Applicable mitigation would be adopted as a part of the proposed Project.

Additional  technical  analyses  were  performed  for  the  proposed  Project  and  are  the  subject  of  this Addendum. Based on the analysis in this document, the proposed Project would not result in any new significant  environmental  effects  that  are  substantially  different  from  those  identified  in  the  Mitchell Crossing IS/MND nor would it substantially increase the severity of significant effects previously identified in  the  IS/MND.  None  of  the  conditions  listed  under  subsection  (a)  would  occur  that  would  require preparation of a subsequent environmental analysis.
(b) Once a project has been approved, the lead agency’s role in project approval is completed, unless further discretionary approval on that project is required. Information appearing after an approval does not require reopening of that approval. If after the project is approved, any of the conditions described in subsection (a) occurs, a subsequent EIR or negative declaration shall only be prepared by the public agency which grants the next discretionary approval for the project, if any. In this situation no other Responsible Agency shall grant an approval for the project until the subsequent EIR has been certified or subsequent negative declaration adopted.

None of the conditions listed in subsection (a) would occur as a result of the proposed Project. Therefore, no subsequent environmental analysis is required.

Section 15164 ‒ Addendum to an EIR or Negative Declaration (a) The lead agency or responsible agency shall prepare an addendum to a previously certified EIR if some changes or additions are necessary, but none of the conditions described in Section 15162 calling for preparation of a subsequent EIR have occurred.

As described above, none of the conditions described in the State CEQA Guidelines Section 15162 calling for the preparation of a subsequent EIR or Negative Declaration have occurred. (b) An  addendum  to  an  adopted  negative  declaration  may  be  prepared  if  only  minor  technical changes or additions are necessary or none of the conditions described in Section 15162 calling for the preparation of a subsequent EIR or negative declaration have occurred.

None of the conditions described in Section 15162 calling for preparation of subsequent EIR or Negative Declaration would occur as a result of the proposed Project. Therefore, an Addendum to the adopted Mitchell Crossing IS/MND is the appropriate CEQA document for the proposed Project. (c) An addendum need not be circulated for public review but can be included in or attached to the EIR or adopted negative declaration.

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City of Murrieta  63  February 2024
This Addendum will be attached to the Mitchell Crossing IS/MND and maintained in the administrative record files at the City of Murrieta.
(d) The decision‐making body shall consider the Addendum with the EIR prior to making a decision on the project.

The City of Murrieta would consider this Addendum with the Mitchell Crossing IS/MND prior to making a decision on the proposed Project.
(e) A brief explanation of the decision not to prepare a subsequent EIR pursuant to Section 15162 should be included in an addendum to an EIR, the lead agency’s required findings on the project, or elsewhere in the record. The explanation must be supported by substantial evidence.

This document provides substantial evidence for City of Murrieta records to support the preparation of this Addendum for the proposed Project.

Therefore, preparation of subsequent environmental analysis is not required and the appropriate CEQA document  for  the  proposed  Project  is  this  Addendum  to  the  Mitchell  Crossing  IS/MND.  No  additional environmental analysis or review is required for the proposed Project. This document will be maintained in the administrative record files at City of Murrieta offices.

Appendix A
AIR QUALITY ANALYSIS

kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030

MEMORANDUM
To: Dana Privitt, Kimley-Horn and Associates, Inc.

From: Danielle Millar, Kimley-Horn and Associates, Inc.

Date: November 20, 2023
Subject:

Clinton Keith Road and Mitchell Road Shopping Center Project – Murrieta , CA – Air Quality Analysis

Purpose

The purpose of this memorandum is to identify the air quality emissions associated with construction and operations of the proposed Clinton Keith Road and M itchell Road Shopping Center Project (Project), located in the City of Murrieta, California.

Project Location

The Project site is generally located north of Clin ton Keith Road and east of Mitchell Road in the Cit y of Murrieta, County of Riverside. The Project site enc ompasses approximately 5.24 acres and is currently vacant. The Project site is approximately 0.3 mile west of Interstate 215 (I-215) and approximately 2. 7 miles northeast of Interstate 15 (I-15).

Project Description

The proposed Project assumes the subdivision of approximately 5.24 acres into three parcels to allow for the development of the two southernmost parcels for commercial uses. Therefore, the development area assumed in this analysis is 2.3 acres. The proposed Project is a commercial development composed of a convenience store and gasoline station, automated car wash, and drive-thru coffee store; refer to Exhibit 1: Site Plan .

Convenience Store and Gasoline Station

The convenience store would consist of approximatel y 3,700 square feet (sf), generally located on the northwestern portion of the Project site. The gas s tation would include 12 fueling pumps, located to t he south of the convenience store.

Car Wash

The approximate 1,458-sf automated drive-thru car w ash would be located directly north of the convenience store. The car wash would include a con veyor wash tunnel with one vacuum and one dryer system. Overall, the car wash is anticipated to consume approximately 150,000 gallons of water per year.

kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030

Drive-thru Coffee Store

The proposed drive-thru coffee store would consist of approximately 886 square feet. The coffee store would be located on the southeastern portion of the Project site. The drive-thru entrance would be located to the northeast of the building and the dr ive-thru exit would be located on the western side of the building. An approximate 336 square foot outdoo r seating area would be situated to the east of the coffee store.

Project Parking and Circulation

The Project would provide 33 parking stalls, with vehicle parking located throughout the Project site. The property owner has an existing reciprocal access ag reement with the property owner to the east of the project site (the location of the Del Taco restaura nt). Vehicular access for the project site would be provided via one existing driveway on Clinton Keith Road associated with the Del Taco restaurant east of the project site that would continue to be a right- in-right-out only driveway; one proposed driveway o n Clinton Keith Road; one proposed driveway on Mitchell Road; and one proposed driveway on Sierra Lane.

The proposed driveway on Clinton Keith Road would b e an “Entrance Only” driveway. The proposed driveways on Mitchell Road and Sierra Lane would be full access driveways. All proposed driveways would be unsignalized.

Project Construction

Construction of the proposed Project is expected to commence in 2024 with a construction duration of approximately 12 months and would be completed in o ne phase. Total grading for the proposed Project is estimated to require approximately 12,252 cubic yards of cut and approximately 12,252 cubic yards of fill; earthwork is expected to be balance on site.

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Exhibit 1: Site Plan

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Air Quality Impacts

South Coast Air Quality Management District Thresholds

The South Coast Air Quality Management District (SC AQMD) CEQA Air Quality Handbook provides significance thresholds for volatile organic compou nds (VOC) (also referred to as reactive organic gas es [ROG]), nitrogen oxides (NO
X), carbon monoxide (CO), sulfur oxides (SO X), particulate matter 10 microns or less in diameter (PM 10 ), and particulate matter 2.5 microns or less in di ameter (PM 2.5 ). The thresholds apply to both project construction and operation wi thin the SCAQMD jurisdictional boundaries. If the SCAQMD thresholds are exceeded, a potentially signi ficant impact could result. However, ultimately the lead agency determines the thresholds of significan ce for impacts. If a project proposes development i n excess of the established thresholds, as outlined in Table 1: South Coast Air Quality Management District Significance Thresholds , a significant air quality impact may occur, and additional analysis is warranted to fully assess the significance of impacts.

Table 1: South Coast Air Quality Management District Significance Thresholds Pollutant Mass Daily Thresholds (pounds per day)
Construction Operations
Nitrogen Oxides (NO X) 100 55
Volatile Organic Compounds (VOC) 1 75 55
Particulate Matter up to 10 Microns (PM 10 ) 150 150
Particulate Matter up to 2.5 Microns (PM 2.5 ) 55 55
Sulphur Oxides (SO X) 150 150
Carbon Monoxide (CO) 550 550

1. VOCs and reactive organic gases (ROGs) are subse ts of organic gases that are emitted from the incom plete combustion of hydrocarbons or other carbon-based fuels. Although they represent slightly different subsets of organi c gases, they are used interchangeably for the purposes of this analysis.

Source: South Coast Air Quality Management District, SCAQMD Air Quality Significance Thresholds , March 2023.

Potential Impacts

Plan Consistency

Under the Federal Clean Air Act (FCAA), the U.S. En vironmental Protection Agency (EPA) requires each state with nonattainment areas to prepare and submi t a State Implementation Plan that demonstrates the means to attain the federal standards. The Stat e Implementation Plan must integrate federal, state , and local plan components and regulations to identi fy specific measures to reduce pollution in nonattainment areas, using a combination of perform ance standards and market-based programs.

Similarly, under State law, the California Clean Air Act (CCAA) requires an air quality attainment plan to be prepared for areas designated as nonattainment rega rding the California Ambient Air Quality Standards (CAAQS) and National Ambient Air Quality Standards (NAAQS). Air quality attainment plans outline emissions limits and control measures to achieve an d maintain these standards by the earliest practica l date.

The Project is located within the South Coast Air B asin (Basin), which is under the jurisdiction of th e SCAQMD. The SCAQMD is required, pursuant to the FCA A, to reduce emissions of criteria pollutants for

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which the Basin is in nonattainment. To reduce such emissions, the SCAQMD drafted the 2022 Air Quality Management Plan (2022 AQMP). The 2022 AQMP establishes a program of rules and regulations directed at reducing air pollutant emissions and achieving C AAQS and NAAQS. The 2022 AQMP is a regional and multi-agency effort including the SCAQMD, the Calif ornia Air Resources Board (CARB), the Southern California Association of Governments (SCAG), and the EPA. The AQMP’s pollutant control strategies are based on the latest scientific and technical information and planning assumptions, including SCAG’s 2020 Regional Transportation Plan/Sustainable Communitie s Strategy (RTP/SCS) (Connect SoCal), updated emission inventory methodologies for various source categories, and SCAG’s latest growth forecasts.

SCAG’s latest growth forecasts were defined in cons ultation with local governments and with reference to local general plans. The Project is subject to the SCAQMD’s AQMP.

Criteria for determining consistency with the AQMP are defined by the following indicators:

• Consistency Criterion No. 1 : The project will not result in an increase in the frequency or severity of existing air quality violations, or cause or contribute to new violations, or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQMP.
• Consistency Criterion No. 2 : The project will not exceed the assumptions in th e AQMP or increments based on the years of the project build-out phase.

According to the SCAQMD’s CEQA Air Quality Handbook , the purpose of the consistency finding is to determine if a project is inconsistent with the assumptions and objectives of the regional air quality plans, and thus if it would interfere with the region’s ab ility to comply with California Ambient Air Quality Standards (CAAQS) and National Ambient Air Quality Standards (NAAQS).

The violations to which Consistency Criterion No. 1 refers are CAAQS and NAAQS. As shown in Table 2:

Project Construction Emissions and Table 3: Operational Emissions , the Project would not exceed construction or operational emission standards. Therefore, the Project would not contribute to an existing air quality violation. Thus, the Project is consistent with the first criterion.

Concerning Consistency Criterion No. 2, the AQMP co ntains air pollutant reduction strategies based on SCAG’s latest growth forecasts, and SCAG’s growth f orecasts were defined in consultation with local governments and with reference to local general plans. The site has a Commercial Retail General Plan land use designation and is in the Neighborhood Commerci al zoning district. Car wash uses are conditionally permitted. The Project is consistent with the land use designation and development density presented in the City’s General Plan and therefore would not exceed the population or job growth projections used by the SCAQMD to develop the AQMP. Thus, the Project is consistent with the second criterion.

Based on these criteria, the Project would not conflict with or obstruct implementation of the AQMP and impacts would be less than significant.

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Construction Emissions

Construction associated with the proposed Project w ould generate short-term emissions of criteria air pollutants. The criteria pollutants of primary conc ern within the Project area include ozone-precursor pollutants (i.e., ROG and NO
X), PM 10 , and PM 2.5 . Construction-generated emissions are short term and of temporary duration, lasting only as long as constru ction activities occur, but would be considered a significant air quality impact if the volume of pol lutants generated exceeds the SCAQMD’s thresholds o f significance.

Construction results in the temporary generation of emissions resulting from demolition, site preparation, site grading, road paving, motor vehicle exhaust associated with construction equipment and worker trips, and the movement of construction equipment, especia lly on unpaved surfaces. Emissions of airborne particulate matter are largely dependent on the amo unt of ground disturbance associated with site preparation activities as well as weather conditions and the appropriate application of water.

The duration of construction activities for the Pro ject is estimated to be approximately 12 months, beginning in early 2024.
1 Construction-generated emissions associated with t he proposed Project were calculated using the CARB-approved California Emiss ions Estimator Model version 2022 (CalEEMod), which is designed to model emissions for land use d evelopment projects, based on typical construction requirements. See Appendix A: Air Quality Data for more information regarding the construction assumptions used in this analysis. Predicted maximu m daily construction-generated emissions for the proposed Project are identified in Table 2: Project Construction Emissions .

Table 2: Project Construction Emissions
Construction Year Emissions (pounds per day) 1
ROG NO X CO SO 2 PM 10 PM 2.5
2024 9.32 17.81 21.30 0.04 2.72 1.60
SCAQMD Threshold 75 100 550 150 150 55
SCAQMD Threshold Exceeded? No No No No No No
ROG = Reactive Organic Gases; NO X = Nitrogen Oxides; CO = Carbon Monoxide; SO 2 = Sulfur Dioxide; PM 10 = Particulate Matter 10 microns in diameter or less; PM 2.5 = Particulate Matter 2.5 microns in diameter or less

1. SCAQMD Rule 403 Fugitive Dust applied. The Rule 4 03 reduction/credits include the following: properl y maintain mobile and other construction equipment; replace ground co ver in disturbed areas quickly; water exposed surfa ces three times daily; water all haul roads twice daily; and limit speeds on unpaved roads to 15 miles per hour. Reduc tions percentages from the SCAQMD CEQA Handbook (Tables XI-A through X I-E) were applied. No mitigation was applied to con struction equipment. Refer to Appendix A for Model Data Outputs.

Source: CalEEMod version 2022. Refer to Appendix A for model outputs.

1 The earliest feasible construction start date has been modeled. Emissions in future years (i.e., due to a later construction start date or operational opening year) would be lo wer due to phased-in emissions standards, inspection and maintenance requirements, and fleet turnover). Specifically, pr oject construction was modeled to start in 2024. If construction commences at a later date, construction impacts would be less than those analyzed due to the use of more energy-efficient and cleaner burning construction vehicle fleet mix, pursuant to state regulations that require vehicle fleet operators to phase-in less polluting heavy-duty equipment. For e missions modeling purposes, conservatively analyzin g the emissions using the earliest feasible construction start date (i.e., 2024), provides for a worst-case analysis a nd full disclosure of potential air quality impacts, as required by CEQA.

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Table 2 shows that construction pollutant emissions would remain below their respective thresholds with implementation of SCAQMD Rule 403 (required for all projects). The Project would also be required to comply with SCAQMD Rules 402 and 1113, which prohib it nuisances and limit VOC content in paints, respectively. Compliance with SCAQMD rules 402 and 1113 would further reduce specific construction- related emissions. As shown above, all criteria pol lutant emissions would be below their respective thresholds and impacts would be less than significant.

Cumulative Construction Emissions

The South Coast Air Basin (SCAB) is designated nona ttainment for ozone (O 3), PM 10 , and PM 2.5 for State
standards, partial nonattainment for lead, and nonattainment for O 3 and PM 2.5 for Federal standards. As discussed above, the Project’s construction-related emissions by themselves would not exceed the SCAQMD significance thresholds for criteria polluta nts. Appendix D of the SCAQMD White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution (2003) notes that projec ts that result in emissions that do not exceed the pro ject-specific SCAQMD regional thresholds of significance should result in a less than significa nt impact on a cumulative basis unless there is oth er pertinent information to the contrary. Therefore, i f a project is estimated to result in emissions tha t do not exceed the thresholds, the project’s contribution to the cumulative impact on air quality in the SCAB would not be cumulatively considerable. Table 2 shows that Project construction-related emissions by themselves would not exceed the SCAQMD significance thresholds for criteria pollutants. Since these thresholds indicate whether individual Project emissions have the potential to affect cumulative regional air quality, Project-related construction emissions would not be cumulatively considerable.

The SCAQMD has developed strategies to reduce crite ria pollutant emissions outlined in the AQMP pursuant to the FCAA mandates. The analysis assumed fugitive dust controls would be utilized during construction, including frequent water applications . SCAQMD rules, mandates, and compliance with adopted AQMP emissions control measures would also be imposed on construction projects throughout SCAB, which would include related cumulative projec ts. As concluded above, the Project’s construction- related impacts would be less than significant. Com pliance with SCAQMD rules and regulations would further minimize the proposed Project’s constructio n-related emissions. Therefore, Project-related construction emissions, in combination with those from other projects in the area, would not substantially deteriorate the local air quality. The Project’s co nstruction-related emissions would not result in a cumulatively considerable contribution to significant cumulative air quality impacts.

Operational Emissions

The Project’s operational emissions would be associated with area sources (e.g., landscape maintenance equipment, architectural coatings, consumer products, etc.), energy sources, mobile sources (i.e., motor vehicle use), and off-road equipment. Primary sourc es of operational criteria pollutants are from moto r vehicle use. Long-term operational emissions attrib utable to the Project are summarized in Table 3:

Operational Emissions . The operational emissions sources are described below.

• Area Source Emissions. Area source emissions would be generated due to consumer products (e.g., fertilizers/pesticides, detergents; cleaning compounds; polishes; floor finishes; cosmetics; personal care products; home, lawn, and garden products; disinfectants;

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sanitizers; aerosol paints, etc.), architectural co ating, and gasoline-powered landscaping equipment.

• Energy Source Emissions. Energy source emissions would be generated due to electricity and natural gas usage associated with the Project. Prim ary uses of electricity and natural gas by the Project would be for space heating and cooling, water heating, ventilation, lighting, appliances, and electronics.

• Mobile Source. Mobile sources are emissions from motor vehicles, i ncluding tailpipe and evaporative emissions. Depending upon the pollutant being discussed, the potential air quality impact may be of either regional or local c oncern. For example, ROG, NO X, PM 10 , and PM 2.5 are all pollutants of regional concern. NO X and ROG react with sunlight to form O 3, known as photochemical smog. Additionally, wind currents readily transport PM 10 and PM 2.5 .

However, CO tends to be a localized pollutant, dispersing rapidly at the source.

Project-generated vehicle emissions are based on th e trip generation within the Focused Traffic Analysis for the Proposed Clinton Keith Roa d Project (Traffic Analysis), prepared by Kimley-Horn and Associates, Inc. (dated October 11, 2022) and incorporated into CalEEMod as recommended by the SCAQMD. Per the Project Traffic Analysis, the Project would generate 3,525 daily vehicle trips when accounting for internal capture and pass-by reduction factors.

Table 3 shows that operational emissions would remain below the SCAQMD criteria pollutant thresholds.

All criteria pollutant emissions would remain below their respective thresholds during Project operations.

Therefore, the Project would result in a less than significant impact.

Table 3: Operational Emissions
Source Emissions (pounds per day) 1, 2
ROG NO X CO SO 2 PM 10 PM 2.5
Mobile Emissions 16.16 18.90 162.82 0.42 34.99 9.09 Area Source Emissions 0.22 0.00 0.28 <0.01 <0.01 <0.01 Energy Emissions <0.01 0.06 0.05 <0.01 <0.01 <0.01 Drive Thru Idling Emissions <0.01 <0.01 0.02 <0.01 <0.01 <0.01 Gasoline VOC Emissions 3 7.15 - - - - -
Total 23.53 16.93 145.62 0.36 31.22 8.11
SCAQMD Threshold 55 55 550 150 150 55
SCAQMD Threshold Exceeded? No No No No No No
ROG = Reactive Organic Gases; NO X = Nitrogen Oxides; CO = Carbon Monoxide; SO 2 = Sulfur Dioxide; PM 10 = Particulate Matter 10 microns in diameter or less; PM 2.5 = Particulate Matter 2.5 microns in diameter or less

1. Emissions were calculated using the California Emis sions Estimator Model version 2022 (CalEEMod), as rec ommended by the SCAQMD. Summer and winter maximum daily emissions are reported.

2. On-site drive through idling emissions were calculated with emissions factors from EMFAC2021.

3. Gasoline VOC emissions calculated using the Environ mental Protection Agency’s Potential to Emit Calculator for Gasoline Dispensing Facilities , 2015.

Source: CalEEMod version 2022. Refer to Appendix A for model outputs.

Additionally, the proposed gasoline station would b e required to incorporate controls to limit gasolin e emissions. In May 1988, CARB adopted the Airborne T oxic Control Measure (ATCM) for Emissions of

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Benzene from Retail Service Stations. The ATCM refl ects the use of best available control technology which requires the installation of CARB-certified P hase I and II vapor recovery control equipment at a ll retail service stations. The ATCM is designed to re duce benzene and total hydrocarbon emissions from uncontrolled stations by 95 percent. All tanks and dispensers shall be equipped with the latest Phase I and Phase II Enhanced Vapor Recovery (EVR) air pollutio n control equipment technology per the CARB regulations.

Criteria Pollutant Health Impacts

On December 24, 2018, the California Supreme Court issued an opinion identifying the need to provide sufficient information connecting a project’s air e missions to health impacts or explain why such information could not be ascertained ( Sierra Club v. County of Fresno [Friant Ranch, L.P.] [2018] Cal.5 th ,
Case No. S219783). The Friant Ranch project was a 9 42-acre Specific Plan that involved a commercial master planned community of approximately 2,500 dwe lling units and extensive commercial supporting development. The anticipated air quality impacts resulting from this development included significant and unavoidable emissions of multiple criteria pollutan ts (including significant emissions of both primary O 3 precursors [NO X and ROGs]) at levels that exceeded the daily thresholds of significance.

The SCAQMD has set its CEQA significance thresholds based on the FCAA, which defines a major stationary source (in extreme ozone nonattainment areas such a s the SCAB) as emitting 10 tons per year. The thresholds correlate with the trigger levels for th e federal New Source Review (NSR) Program and SCAQMD Rule 1303 for new or modified sources. The N SR Program 2 was created by the FCAA to ensure
that stationary sources of air pollution are constr ucted or modified in a manner that is consistent wi th attainment of health-based NAAQS. The NAAQS establi sh the levels of air quality necessary, with an adequate margin of safety, to protect the public he alth. Therefore, projects that do not exceed the SCAQMD’s LSTs and mass emissions thresholds would n ot violate any air quality standards or contribute substantially to an existing or projected air quality violation and no criteria pollutant health impacts would occur.

As noted above and shown in Table 3, the Project’s operational emissions are below SCAQMD’s significance thresholds, resulting in a less than s ignificant impact. Project-related emissions would not exceed the regional thresholds and therefore would not exceed the ambient air quality standards or cause an increase in the frequency or severity of existing violations of air quality standards. Therefore, sensitive receptors would not be exposed to criteria pollutan t levels in excess of the health-based ambient air quality standards.

Cumulative Operational Impacts

The SCAQMD has not established separate significance thresholds for cumulative operational emissions.

The nature of air emissions is largely a cumulative impact. As a result, no single project is sufficient in size to, by itself, result in nonattainment of ambient air quality standards. Instead, individual project emissions contribute to existing cumulatively significant adv erse air quality impacts. The SCAQMD developed the

2 Code of Federal Regulation (CFR) [i.e., PSD (40 CF R 52.21, 40 CFR 51.166, 40 CFR 51.165 (b)), Non-att ainment NSR (40 CFR

52.24, 40 CFR 51.165, 40 CFR part 51, Appendix S)

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operational thresholds of significance based on the level above which individual project emissions would result in a cumulatively considerable contribution to SCAB’s existing air quality conditions. Therefor e, a project that exceeds the SCAQMD operational thresho lds would also be a cumulatively considerable contribution to a significant cumulative impact and , inversely, emission volumes below the SCAQMD operational thresholds are not cumulatively considerable.

Table 3 shows that the Project’s operational emissions would not exceed SCAQMD thresholds. As a result, the Project’s operational emissions would not resul t in a cumulatively considerable contribution to significant cumulative air quality impacts. Additio nally, adherence to SCAQMD rules and regulations would alleviate potential impacts related to cumula tive conditions on a project-by-project basis. Proj ect operations would not contribute a cumulatively cons iderable net increase of any nonattainment criteria pollutant.

Localized Construction Impacts

The nearest sensitive receptors to the Project site are multi-family residential uses located approximately 95 feet (29 meters) to the west of the Project site . Additional sensitive receptors include single fam ily residences located 132 feet to the south, a future childcare facility located 360 feet to the northeas t, multi-family residences located 375 feet to the nor th, Antelope Hills Elementary School located 470 fe et to the south, and the Linden at Murrieta Assisted Living facility located 1,780 feet to the west. To identify impacts to sensitive receptors, the SCAQMD recommen ds addressing Localized Significance Thresholds (LSTs) for construction. LSTs were developed in res ponse to SCAQMD Governing Boards' Environmental Justice Enhancement Initiative (I-4). The SCAQMD pr ovided the Final Localized Significance Threshold Methodology (dated June 2003 [revised 2008]) for guidance. The LST methodology assists lead agencies in analyzing localized impacts associated with project-specific level proposed projects.

Since CalEEMod calculates construction emissions ba sed on the number of equipment hours and the maximum daily soil disturbance activity possible for each piece of equipment, Table 4: Equipment-Specific Grading Rates is used to determine the maximum daily disturbed acreage for comparison to LSTs. For this Project, the appropriate source receptor area (SRA) for the localized significance thresholds is the Temecula Valley (SRA 26) area since this area inclu des the Project site. LSTs apply to NO X, CO, PM 10 , and
PM 2.5 . The SCAQMD produced look-up tables for projects t hat disturb areas less than or equal to 5 acres in size. Based on the daily equipment modeled in CalEEMod, Project construction is anticipated to disturb approximately 2 acres in a single day.

The SCAQMD’s methodology indicates that “off-site m obile emissions from the Project should not be included in the emissions compared to LSTs.” Theref ore, for purposes of the construction LST analysis, only emissions included in the CalEEMod “on-site” emissions outputs were considered. LST thresholds are provided for distances to sensitive receptors of 25, 50, 100, 200, and 500 meters. SCAQMD’s LST guidance recommends using the 25-meter threshold for receptors located 25 meters or less from the Project site.

The nearest sensitive receptors to the Project site are residential units located approximately 95 feet (29 meters) to the west of the Project site. Therefore, the LSTs for 2 acres at 25 meters were conservativ ely used for the construction analysis which is consistent with the SCAQMD LST methodology.

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Table 4: Equipment-Specific Grading Rates
Construction
Phase Equipment Type Equipment
Quantity
Acres Graded
per 8-Hour
Day
Operating
Hours per
Day
Acres Graded per
Day
Grading
Tractor 2 0.5 8 1
Graders 1 0.5 8 0.5
Dozers 1 0.5 8 0.5
Scrapers 0 1 8 0
Total Acres Graded per Day 2
Source: CalEEMod version 2022.

Table 5: Localized Significance of Construction Emi ssions , presents the results of localized emissions during construction activity. Table 5 shows that the emissions of these pollutants on the peak day of construction would not result in significant concen trations of pollutants at nearby sensitive receptor s.

Therefore, localized emissions during construction activities would be less than significant.

Table 5: Localized Significance of Construction Emis sions Source/Activity Emissions (pounds per day) 1,2
NO X CO PM 10 PM 2.5
Grading/Infrastructure Improvements 15.88 15.42 2.58 1.57 Building Construction 11.23 11.94 0.46 0.42
Paving 6.44 8.26 0.31 0.29
Architectural Coating 0.91 1.15 0.03 0.03
Building Construction/Paving (Worst-Case
Overlapping Phases) 17.68 20.20 0.77 0.71
Maximum Daily Emissions 17.68 20.20 2.58 1.57
SCAQMD LST (for 2 acres at 25 meters) 234 1,100 7 4
Maximum Daily Emissions Exceed
SCAQMD Threshold? No No No No
NO X = Nitrogen Oxides; CO = Carbon Monoxide; PM 10 = Particulate Matter 10 microns in diameter or less ; PM 2.5 = Particulate Matter 2.5 microns in diameter or less

1. CalEEMod version 2022. Worst-case seasonal maximum daily emissions are reported.

2. SCAQMD Rule 403 Fugitive Dust applied for construction emissions. The Rule 403 reduction/credits include the following:
properly maintain mobile and other construction equ ipment; replace ground cover in disturbed areas qui ckly; water exposed surfaces three times daily; water all haul roads twice daily; and limit speeds on unpaved road s to 15 miles per hour. Reductions percentages from the SCAQMD CEQA Ha ndbook (Tables XI-A through XI-E) were applied. No mitigation was applied to construction equipment. Refer to Appendix A for Model Data Outputs.

Source: CalEEMod version 2022. Refer to Appendix A for model outputs.

Localized Operational Impacts

According to the SCAQMD localized significance threshold methodology, operational LSTs apply to on-site sources. LSTs for receptors located at 25 meters fo r SRA 26 were utilized in this analysis. The 2-acre LST threshold was conservatively used for the 2.3-acre Project site. The on-site operational emissions wer e calculated using CalEEMod and are compared to the L ST thresholds in Table 6: Localized Significance of Operational Emissions .

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Table 6: Localized Significance of Operational Emissi ons Activity Emissions (pounds per day) 1, 2
NO X CO PM 10 PM 2.5
On-Site Emissions (Area and Energy Sources) 0.06 0.33 0.01 0.00 Mobile (On-Site Drive-Thru) <0.01 0.02 <0.01 <0.01
Total 0.06 0.35 0.01 <0.01
SCAQMD Localized Screening Threshold
(adjusted for 2 acres at 25 meters) 234 1,100 2 1
Exceed SCAQMD Threshold? No No No No
NO X = Nitrogen Oxides; CO = Carbon Monoxide; PM 10 = Particulate Matter 10 microns in diameter or less ; PM 2.5 = Particulate Matter 2.5 microns in diameter or less

1. Emissions were calculated using the California Emis sions Estimator Model version 2022 (CalEEMod), as rec ommended by the SCAQMD. Worst-case seasonal maximum daily emissions are reported.

2. On-site drive through idling emissions were calculated with emissions factors from EMFAC2021.

Source: CalEEMod version 2022. Refer to Appendix A for model outputs.

The operational emissions shown in Table 6 include all on-site Project-related stationary sour ces (i.e., area, energy, and on-site drive-through sources). Table 6 shows that the Project would not generate localized emissions during Project operations. Therefore, the Project would result in a less than significant impact concerning LSTs during operational activities.

Carbon Monoxide Hotspots

An analysis of CO “hot spots” is needed to determin e whether the change in the level of service (LOS) of an intersection from the proposed Project would have the potential to result in exceedances of the CAAQS or NAAQS. It has long been recognized that CO exceedances are caused by vehicular emissions, primarily when vehicles are idling at intersections. Vehicle emissions standards have become increasingly stringent in the last 20 years. Currently, the CO standard in California is a maximum of 3.4 grams per mile for passenger cars (requirements for certain vehicles are more stringent). With the turnover of older vehicles, introduction of cleaner fuels, and implementation o f control technology on industrial facilities, CO concentrations have steadily declined.

Accordingly, with the steadily decreasing CO emissions from vehicles, even very busy intersections do not result in exceedances of the CO standard. An analys is prepared for CO attainment in the South Coast Ai r Basin by the SCAQMD can assist in evaluating the po tential for CO exceedances. CO attainment was thoroughly analyzed as part of the SCAQMD’s 2003 Air Quality Management Plan . The Basin was re- designated as attainment in 2007 and is no longer a ddressed in the SCAQMD’s Air Quality Management Plan (AQMP).

The 2003 Air Quality Management Plan is the most recent AQMP that addresses CO concentra tions. As part of the SCAQMD CO Hotspot analysis, the Wilshire Boulevard/Veteran Avenue intersection, one of the most congested intersections in Southern California with an average daily traffic (ADT) volume of approximately 100,000 vehicles per day, was modeled for CO concentrations. This modeling effort identified a CO concentration high of 4.6 parts per million (ppm), which is well below the 35-ppm federal standard. The proposed Project considered herein wo uld not produce the volume of traffic required to

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generate a CO hot spot in the context of SCAQMD’s 2 003 CO hot-spot analysis. As the CO hotspots were not experienced at the Wilshire Boulevard/Veteran Avenue intersection even as it accommodates 100,000 vehicles daily, it can be reasonably inferred that CO hotspots would not be experienced at any vicinit y intersections from 3,392 daily vehicle trips attrib utable to the Project. Therefore, impacts would be less than significant in this regard.

Odors

Construction

Odors that could be generated by construction activ ities are required to follow SCAQMD Rule 402 to prevent odor nuisances on sensitive land uses. SCAQMD Rule 402, Nuisance, states:

A person shall not discharge from any source whatso ever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the pub lic, or which endanger the comfort, repose, health or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property.

During construction, emissions from construction equipment, such as diesel exhaust, and volatile organic compounds from architectural coatings and paving activities may generate odors. However, these odors would be temporary, are not expected to affect a su bstantial number of people and would disperse rapidly. Therefore, impacts related to odors associ ated with the Project’s construction-related activi ties would be less than significant and no design features or control mechanisms to reduce construction odors are necessary.

Operations

The SCAQMD CEQA Air Quality Handbook identifies certain land uses as sources of odors. These land uses include agriculture (farming and livestock), wastew ater treatment plants, food processing plants, chemical plants, composting facilities, refineries, landfills, dairies, and fiberglass molding. The Pr oject would not include any of the land uses that have be en identified by the SCAQMD as odor sources.

Therefore, the Project would not create objectionable odors.

Conclusion

Project implementation would result in less than si gnificant construction and operational air quality impacts. No mitigation measures would be required. Therefore, the proposed Project would not result in significant effects.

Appendix A
Air Quality Data

Clinton Keith and Mitchell Detailed Report, 10/30/2023
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Clinton Keith and Mitchell Detailed Report
Table of Contents

1. Basic Project Information

1.1. Basic Project Information

1.2. Land Use Types

1.3. User-Selected Emission Reduction Measures by Emissions Sector

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds

2.2. Construction Emissions by Y ear, Unmitigated

2.4. Operations Emissions Compared Against Thresholds

2.5. Operations Emissions by Sector, Unmitigated

3. Construction Emissions Details

3.1. Grading/Infrastructure Improvements (2024) - Unmitigated

3.3. Building Construction (2024) - Unmitigated

3.5. Paving (2024) - Unmitigated

3.7. Architectural Coating (2024) - Unmitigated
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4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.3. Area Emissions by Source

4.3.1. Unmitigated

4.4. Water Emissions by Land Use

4.4.1. Unmitigated

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.8. Stationary Emissions By Equipment Type
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4.8.1. Unmitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated

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

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies

5.5. Architectural Coatings

5.6. Dust Mitigation
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5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources

5.9.1. Unmitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.13. Operational Waste Generation

5.13.1. Unmitigated
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5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated

5.18.2. Sequestration

5.18.2.1. Unmitigated

6. Climate Risk Detailed Report

6.1. Climate Risk Summary
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6.2. Initial Climate Risk Scores

6.3. Adjusted Climate Risk Scores

6.4. Climate Risk Reduction Measures

7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores

7.2. Healthy Places Index Scores

7.3. Overall Health & Equity Scores

7.4. Health & Equity Measures

7.5. Evaluation Scorecard

7.6. Health & Equity Custom Measures

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

1.1. Basic Project Information
Data Field Value
Project Name Clinton Keith and Mitchell
Construction Start Date 1/1/2024
Operational Y ear 2025
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.50
Precipitation (days) 18.6
Location 33.598182640995105, -117.18112500145702
County Riverside-South Coast
City Murrieta
Air District South Coast AQMD
Air Basin South Coast
TAZ 5536
EDFZ 11
Electric Utility Southern California Edison
Gas Utility Southern California Gas
App Version 2022.1.1.20

1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
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Convenience Market
with Gas Pumps

5.16 1000sqft 0.12 5,158 0.00 — — —
Fast Food
Restaurant with
Drive Thru

1.22 1000sqft 0.03 1,222 0.00 — — —
City Park 0.55 Acre 0.55 0.00 23,958 23,958 — —
Parking Lot 35.0 Space 1.60 0.00 0.00 — — —

1.3. User-Selected Emission Reduction Measures by Emissions Sector No measures selected

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 2.02 1.70 15.9 16.3 0.02 0.74 1.97 2.72 0.68 0.92 1.60 — Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 2.56 9.32 17.8 21.3 0.04 0.77 1.97 2.72 0.71 0.92 1.60 — Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 1.28 1.30 9.43 9.94 0.02 0.41 0.49 0.90 0.37 0.23 0.60 — Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.23 0.24 1.72 1.81 < 0.005 0.07 0.09 0.16 0.07 0.04 0.11 — Clinton Keith and Mitchell Detailed Report, 10/30/2023
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2.2. Construction Emissions by Y ear, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Y ear TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2024 2.02 1.70 15.9 16.3 0.02 0.74 1.97 2.72 0.68 0.92 1.60 — Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2024 2.56 9.32 17.8 21.3 0.04 0.77 1.97 2.72 0.71 0.92 1.60 — Average
Daily
— — — — — — — — — — — — — — — — — —
2024 1.28 1.30 9.43 9.94 0.02 0.41 0.49 0.90 0.37 0.23 0.60 — Annual — — — — — — — — — — — — — — — — — —
2024 0.23 0.24 1.72 1.81 < 0.005 0.07 0.09 0.16 0.07 0.04 0.11 —

2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 17.9 16.4 17.7 163 0.41 0.31 34.7 35.0 0.29 8.80 9.09 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 16.8 15.3 19.0 135 0.38 0.31 34.7 35.0 0.29 8.80 9.09 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
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Unmit. 16.7 15.2 19.3 140 0.38 0.31 34.3 34.6 0.29 8.70 8.99 17.7 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 3.05 2.77 3.53 25.6 0.07 0.06 6.25 6.31 0.05 1.59 1.64 2.93

2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 17.8 16.2 17.6 163 0.41 0.30 34.7 35.0 0.28 8.80 9.09 — Area 0.05 0.22 < 0.005 0.28 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Energy 0.01 < 0.005 0.06 0.05 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Water — — — — — — — — — — —
Waste — — — — — — — — — — —
Refrig. — — — — — — — — — — — — — — — —
Total 17.9 16.4 17.7 163 0.41 0.31 34.7 35.0 0.29 8.80 9.09 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 16.8 15.1 18.9 135 0.38 0.30 34.7 35.0 0.28 8.80 9.09 — Area — 0.18 — — — — — — — — — — — — — — — —
Energy 0.01 < 0.005 0.06 0.05 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Water — — — — — — — — — — —
Waste — — — — — — — — — — —
Refrig. — — — — — — — — — — — — — — — —
Total 16.8 15.3 19.0 135 0.38 0.31 34.7 35.0 0.29 8.80 9.09 Clinton Keith and Mitchell Detailed Report, 10/30/2023
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——————————————————Average
Daily
Mobile 16.6 15.0 19.3 140 0.38 0.30 34.3 34.6 0.28 8.70 8.98 — Area 0.03 0.21 < 0.005 0.19 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Energy 0.01 < 0.005 0.06 0.05 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Water — — — — — — — — — — —
Waste — — — — — — — — — — —
Refrig. — — — — — — — — — — — — — — — —
Total 16.7 15.2 19.3 140 0.38 0.31 34.3 34.6 0.29 8.70 8.99 Annual — — — — — — — — — — — — — — — — — —
Mobile 3.04 2.73 3.52 25.5 0.07 0.06 6.25 6.31 0.05 1.59 1.64 — Area 0.01 0.04 < 0.005 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Energy < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Water — — — — — — — — — — —
Waste — — — — — — — — — — —
Refrig. — — — — — — — — — — — — — — — —
Total 3.05 2.77 3.53 25.6 0.07 0.06 6.25 6.31 0.05 1.59 1.64

3. Construction Emissions Details

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

1.96 1.65 15.9 15.4 0.02 0.74 — 0.74 0.68 — 0.68 —
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Dust
From
Material
Movement
— — — — — — 1.84 1.84 — 0.89 0.89 — — — — — — —
Onsite
truck

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

1.96 1.65 15.9 15.4 0.02 0.74 — 0.74 0.68 — 0.68 —
Dust
From
Material
Movement
— — — — — — 1.84 1.84 — 0.89 0.89 — — — — — — —
Onsite
truck

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

0.47 0.39 3.79 3.67 0.01 0.18 — 0.18 0.16 — 0.16 —
Dust
From
Material
Movement
— — — — — — 0.44 0.44 — 0.21 0.21 — — — — — — —
Onsite
truck

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

0.09 0.07 0.69 0.67 < 0.005 0.03 — 0.03 0.03 — 0.03 —
Dust
From
Material
Movement
— — — — — — 0.08 0.08 — 0.04 0.04 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Clinton Keith and Mitchell Detailed Report, 10/30/2023
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06 0.05 0.05 0.83 0.00 0.00 0.13 0.13 0.00 0.03 0.03 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05 0.05 0.06 0.63 0.00 0.00 0.13 0.13 0.00 0.03 0.03 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.16 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 —

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

1.58 1.32 11.2 11.9 0.02 0.46 — 0.46 0.42 — 0.42 —
Onsite
truck

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

1.58 1.32 11.2 11.9 0.02 0.46 — 0.46 0.42 — 0.42 —
Onsite
truck

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

0.76 0.63 5.39 5.72 0.01 0.22 — 0.22 0.20 — 0.20 —
Onsite
truck

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

0.14 0.12 0.98 1.04 < 0.005 0.04 — 0.04 0.04 — 0.04 —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.18 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — Vendor < 0.005 < 0.005 0.04 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.14 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — Clinton Keith and Mitchell Detailed Report, 10/30/2023
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Vendor < 0.005 < 0.005 0.04 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 < 0.005 0.01 0.07 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 —

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

0.89 0.75 6.44 8.26 0.01 0.31 — 0.31 0.29 — 0.29 —
Paving — 0.38 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Average
Daily
— — — — — — — — — — — — — — — — — —
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—0.01—0.010.01—0.01< 0.0050.250.190.020.03Off-Road
Equipment
Paving — 0.01 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.04 0.05 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Paving — < 0.005 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.08 0.07 0.09 0.95 0.00 0.00 0.20 0.20 0.00 0.05 0.05 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Clinton Keith and Mitchell Detailed Report, 10/30/2023
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3.7. Architectural Coating (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.17 0.14 0.91 1.15 < 0.005 0.03 — 0.03 0.03 — 0.03 —
Architect
ural
Coatings
— 7.85 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.02 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Architect
ural
Coatings
— 0.22 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 < 0.005 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Architect
ural
Coatings
— 0.04 — — — — — — — — — — — — — — — —
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0.000.000.000.000.000.000.000.000.000.000.00Onsite
truck
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 —

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Clinton Keith and Mitchell Detailed Report, 10/30/2023
19 / 47
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps

14.9 13.5 14.7 136 0.34 0.25 29.0 29.2 0.24 7.36 7.60 — Fast
Food
Restaurant
with Drive
Thru

2.93 2.65 2.89 26.7 0.07 0.05 5.70 5.75 0.05 1.45 1.49 — City Park 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Parking
Lot

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Total 17.8 16.2 17.6 163 0.41 0.30 34.7 35.0 0.28 8.80 9.09 — Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps

14.0 12.6 15.8 113 0.32 0.25 29.0 29.2 0.24 7.36 7.60 — Fast
Food
Restaurant
with Drive
Thru

2.75 2.48 3.10 22.1 0.06 0.05 5.70 5.75 0.05 1.45 1.49 — City Park 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Parking
Lot

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Total 16.8 15.1 18.9 135 0.38 0.30 34.7 35.0 0.28 8.80 9.09 — Annual — — — — — — — — — — — — — — — — — —
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—1.371.330.045.275.230.050.0621.42.942.282.54Convenie
nce
Fast
Food
Restaurant
with Drive
Thru

0.50 0.45 0.58 4.20 0.01 0.01 1.03 1.04 0.01 0.26 0.27 — City Park 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Parking
Lot

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — Total 3.04 2.73 3.52 25.5 0.07 0.06 6.25 6.31 0.05 1.59 1.64 —

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — —
City Park — — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — — —
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Total — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — —
City Park — — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — — —
Total — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — — —
City Park — — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — —
Total — — — — — — — — — — — —

4.2.3. Natural Gas Emissions By Land Use - Unmitigated
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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
< 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Fast
Food
Restaurant
with Drive
Thru
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — City Park 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — Parking
Lot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 —
Total 0.01 < 0.005 0.06 0.05 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
< 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Fast
Food
Restaurant
with Drive
Thru
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — City Park 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — Parking
Lot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 —
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Total 0.01 < 0.005 0.06 0.05 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Annual — — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Fast
Food
Restaurant
with Drive
Thru
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — City Park 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — Parking
Lot

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 —
Total < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 —

4.3. Area Emissions by Source

4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 0.16 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.02 — — — — — — — — — — — — — — — —
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—< 0.005—< 0.005< 0.005—< 0.005< 0.0050.28< 0.0050.050.05Landsca pe
Equipme
nt
Total 0.05 0.22 < 0.005 0.28 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 0.16 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.02 — — — — — — — — — — — — — — — —
Total — 0.18 — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Consum
er
Products
— 0.03 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— < 0.005 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

0.01 0.01 < 0.005 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — Total 0.01 0.04 < 0.005 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 —

4.4. Water Emissions by Land Use

4.4.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Clinton Keith and Mitchell Detailed Report, 10/30/2023
25 / 47
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — —
City Park — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — —
Total — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — —
City Park — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — —
Total — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
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———————————Convenie
nce
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — —
City Park — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — —
Total — — — — — — — — — — —

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — —
City Park — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — —
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Total — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — —
City Park — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — —
Total — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Convenie
nce
Market
with Gas
Pumps
— — — — — — — — — — —
Fast
Food
Restaurant
with Drive
Thru
— — — — — — — — — — —
City Park — — — — — — — — — — —
Parking
Lot
— — — — — — — — — — —
Total — — — — — — — — — — —
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4.6. Refrigerant Emissions by Land Use

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

4.7. Offroad Emissions By Equipment Type

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

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

4.9. User Defined Emissions By Equipment Type

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

4.10. Soil Carbon Accumulation By Vegetation Type

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

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

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

5. Activity Data

5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Grading/Infrastructure
Improvements
Grading 1/1/2024 4/30/2024 5.00 87.0 —
Building Construction Building Construction 5/1/2024 12/31/2024 5.00 175 — Paving Paving 11/1/2024 11/17/2024 5.00 11.0 —
Architectural Coating Architectural Coating 12/18/2024 12/31/2024 5.00 10.0 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
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Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Grading/Infrastructure
Improvements
Graders Diesel Average 1.00 8.00 148 0.41
Grading/Infrastructure
Improvements
Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40
Grading/Infrastructure
Improvements
Tractors/Loaders/Backh
oes
Diesel Average 2.00 7.00 84.0 0.37
Building Construction Cranes Diesel Average 1.00 8.00 367 0.29 Building Construction Forklifts Diesel Average 2.00 7.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Backh
oes
Diesel Average 1.00 6.00 84.0 0.37
Building Construction Welders Diesel Average 3.00 8.00 46.0 0.45 Paving Cement and Mortar
Mixers
Diesel Average 1.00 8.00 10.0 0.56
Paving Pavers Diesel Average 1.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Paving Rollers Diesel Average 2.00 8.00 36.0 0.38
Paving Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 84.0 0.37
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48

5.3. Construction Vehicles

5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Grading/Infrastructure Improvements — — — —
Grading/Infrastructure Improvements Worker 10.0 18.5 LDA,LDT1,LDT2 Grading/Infrastructure Improvements Vendor — 10.2 HHDT,MHDT Clinton Keith and Mitchell Detailed Report, 10/30/2023
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Grading/Infrastructure Improvements Hauling 0.00 20.0 HHDT Grading/Infrastructure Improvements Onsite truck — — HHDT Building Construction — — — —
Building Construction Worker 2.16 18.5 LDA,LDT1,LDT2
Building Construction Vendor 1.05 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 15.0 18.5 LDA,LDT1,LDT2
Paving Vendor — 10.2 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
Architectural Coating Worker 0.43 18.5 LDA,LDT1,LDT2
Architectural Coating Vendor — 10.2 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies
Control Strategies Applied PM10 Reduction PM2.5 Reduction Sweep paved roads once per month 9% 9%

5.5. Architectural Coatings
Phase Name Residential Interior Area Coated
(sq ft)
Residential Exterior Area Coated
(sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
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Architectural Coating 0.00 0.00 9,570 3,190 4,182

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (Cubic Y ards) Material Exported (Cubic Y ards) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Grading/Infrastructure
Improvements

0.00 0.00 87.0 0.00 —
Paving 0.00 0.00 0.00 0.00 2.30

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 3 74% 74%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Convenience Market with Gas Pumps 0.70 0%
Fast Food Restaurant with Drive Thru 0.00 0%
City Park 0.00 0%
Parking Lot 1.60 100%

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

5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Y ear VMT/Weekday VMT/Saturday VMT/Sunday VMT/Y ear Convenience Market
with Gas Pumps
2,946 2,946 2,946 1,075,346 40,911 40,911 40,911 14,932,496 Fast Food
Restaurant with
Drive Thru
579 579 579 211,353 8,041 8,041 8,041 2,934,891
City Park 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.2. Architectural Coatings
Residential Interior Area Coated (sq ft) Residential Exterior Area Coated (sq ft) Non-Residential Interior Area Coated (sq ft)
Non-Residential Exterior Area Coated
(sq ft)
Parking Area Coated (sq ft)
0 0.00 9,570 3,190 4,182

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 250
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5.11. Operational Energy Consumption

5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Convenience Market with Gas
Pumps
165,467 349 0.0330 0.0040 86,576
Fast Food Restaurant with Drive
Thru
42,910 349 0.0330 0.0040 139,380
City Park 0.00 349 0.0330 0.0040 0.00
Parking Lot 61,054 349 0.0330 0.0040 0.00

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Convenience Market with Gas Pumps 532,214 0.00
Fast Food Restaurant with Drive Thru 370,311 0.00
City Park 0.00 844,158
Parking Lot 0.00 0.00

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Convenience Market with Gas Pumps 15.5 —
Fast Food Restaurant with Drive Thru 14.1 —
City Park 0.05 —
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Parking Lot 0.00 —

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Convenience Market
with Gas Pumps
Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Convenience Market
with Gas Pumps
Supermarket
refrigeration and
condensing units
R-404A 3,922 26.5 16.5 16.5 18.0
Fast Food Restaurant
with Drive Thru
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
Fast Food Restaurant
with Drive Thru
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
Fast Food Restaurant
with Drive Thru
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
City Park Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
City Park Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00

5.15. Operational Off-Road Equipment

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

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

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

5.17. User Defined
Equipment Type Fuel Type
— —

5.18. Vegetation

5.18.1. Land Use Change

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

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres

5.18.2. Sequestration

5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year) Clinton Keith and Mitchell Detailed Report, 10/30/2023
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6. Climate Risk Detailed Report

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

Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 28.6 annual days of extreme heat Extreme Precipitation 3.45 annual days with precipitation above 20 mm Sea Level Rise 0.00 meters of inundation depth
Wildfire 16.5 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

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

Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events.

Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

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

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

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

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

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

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

6.4. Climate Risk Reduction Measures

7. Health and Equity Details

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

Indicator Result for Project Census Tract
Exposure Indicators —
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AQ-Ozone 80.0
AQ-PM 41.2
AQ-DPM 56.1
Drinking Water 69.2
Lead Risk Housing 8.91
Pesticides 62.6
Toxic Releases 13.5
Traffic 75.6
Effect Indicators —
CleanUp Sites 0.00
Groundwater 0.00
Haz Waste Facilities/Generators 43.3
Impaired Water Bodies 0.00
Solid Waste 0.00
Sensitive Population —
Asthma 31.3
Cardio-vascular 83.9
Low Birth Weights 48.8
Socioeconomic Factor Indicators —
Education 26.4
Housing 2.79
Linguistic 34.6
Poverty 14.0
Unemployment 61.5

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

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Indicator Result for Project Census Tract
Economic —
Above Poverty 77.08199666
Employed 47.36301809
Median HI 86.97549083
Education —
Bachelor's or higher 58.10342615
High school enrollment 100
Preschool enrollment 44.5528038
Transportation —
Auto Access 97.49775439
Active commuting 3.746952393
Social —
2-parent households 62.11985115
Voting 63.64686257
Neighborhood —
Alcohol availability 80.6236366
Park access 16.45066085
Retail density 10.56075966
Supermarket access 24.88130373
Tree canopy 11.62581804
Housing —
Homeownership 83.7931477
Housing habitability 86.93699474
Low-inc homeowner severe housing cost burden 86.93699474 Low-inc renter severe housing cost burden 45.78467856
Uncrowded housing 88.2586937
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Health Outcomes —
Insured adults 66.95752598
Arthritis 57.9
Asthma ER Admissions 80.6
High Blood Pressure 59.0
Cancer (excluding skin) 42.8
Asthma 51.9
Coronary Heart Disease 81.5
Chronic Obstructive Pulmonary Disease 71.2
Diagnosed Diabetes 86.4
Life Expectancy at Birth 85.9
Cognitively Disabled 74.6
Physically Disabled 73.0
Heart Attack ER Admissions 44.7
Mental Health Not Good 63.6
Chronic Kidney Disease 85.5
Obesity 49.6
Pedestrian Injuries 19.6
Physical Health Not Good 74.9
Stroke 84.7
Health Risk Behaviors —
Binge Drinking 10.6
Current Smoker 56.8
No Leisure Time for Physical Activity 73.6
Climate Change Exposures —
Wildfire Risk 87.7
SLR Inundation Area 0.0
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Children 25.4
Elderly 78.6
English Speaking 86.3
Foreign-born 8.8
Outdoor Workers 58.7
Climate Change Adaptive Capacity —
Impervious Surface Cover 79.8
Traffic Density 64.7
Traffic Access 23.0
Other Indices —
Hardship 35.1
Other Decision Support —
2016 Voting 72.0

7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 36.0 Healthy Places Index Score for Project Location (b) 68.0 Project Located in a Designated Disadvantaged Community (Senate Bill 535) No Project Located in a Low-Income Community (Assembly Bill 1550) No Project Located in a Community Air Protection Program Community (Assembly Bill 617) No a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

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

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

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

8. User Changes to Default Data
Screen Justification
Land Use Car wash included in Convenience Market with Gas Pumps area. Paved area included in Parking Lot area.

Construction: Construction Phases Schedule per applicant input. Site is vacant, no demo or site prep required.

Operations: Vehicle Data Trips account for internal capture and pass-by.

Operations: Water and Waste Water Convenience Market with Gas Station outdoor water use includes car wash water consumption of 150,000 gallons per year.

Construction: Dust From Material Movement —
Construction: Paving additional paved area included
Drum - Prod.Crit - 10/30/2023
HD truck diesel refueling positions 0
Automotive dispensers with gasoline
or diesel 0
Automotive/Nonroad Diesel Refueling
Positions 0
Gasoline Vehicle Refueling Positions 12
Location - Ozone Attainment Status
Max. Gasoline Throughput If No
Automotive/nonroad Diesel 3,000,000 gallons/year 0 gallons/year Max. Combined Automotive plus HD
Truck Diesel Throughput 0 gallons/year 0 gallons/year
Internally fixed values in calculation -- gasoline and automotive/nonroad diesel Internally fixed values -- HD truck diesel

0.25 hours 0.33 hours
24 hours/day 24 hours/day
365 days/year 365 days/year
7 gal/refueling event 110 gal/refueling event
5 %/year
Gasoline VOC Emissions -- apply these values to GDFs using USTs or ASTs7 Diesel VOC Emissions -- apply these values to GDFs using USTs or ASTs Description 4
VOC Emission
factor
(lb/1,000 gal)
Potential to Emit
VOC (tons/yr)
VOC Emission
factor5 Potential to Emit VOC
Add'l Emissions for Small Volume GDFs 6 12.0 0.000 17.925 (lb/1,000 gal) (ton/yr) Storage Tank Filling 1 0.30 0.450 0.040 0.000
Storage Tank Breathing Losses 2 0.25 0.375 0.028 0.000
Dispensing 3 0.32 0.480 0.040 0.000
Totals 0.870 1.305 0.108 0.000
Methodology
Notes:

Emission factors are from AP 42, Chapter 5.2, Transportation and Marketing of Petroleum Liquids, Table 5.2-7, (June 2008), except where noted. 7 Using these values for an AST assumes a 45% average ullage in a 2000 gal AST

Number of gallons per refueling event
Max. Automotive/Nonroad Diesel
Throughput
Max. HD Truck Diesel
Potential To Emit Calculator for Gasoline Dispensing Facilities 1 Assume Stage 1 controls are in place. 40 CFR 63, Subpart CCCCCC requires that new or modified gasoline dispensing facilities with a monthly throughput greater than 100,000 gallons per month install Stage 1 vapor balance system that achieves a 90% emissions reduction.

Nonattainment Area
Maximum Throughput (gal/yr) = vehicle refueling positions / refueling event time (hrs) x hours of operation (hr/yr) x fuel dispensed (gal/refueling event) Potential to Emit of VOC (tons/yr) = Maximum Throughput (gal/yr) x VOC Emission Factor (lb/1,000 gal) x 1 ton/2,000 lbs Average time between start of refueling events
Number of hours of GDF operation per day
Number of days per year open for business
Number of gallons per refueling event
Storage Tank Filling
Storage Tank Breathing Losses
Dispensing
This sheet calculates the maximum fuel throughput, based on the number of vehicle refueling positions at your GDF. The calculations use fixed values for hours of operation, the time required for each refueling event, and the average amount of fuel dispensed per refueling event.

The sheet than calculates the emissions of VOC from your GDF, based on emissions factors and the attainment status of your location. Note that while this calculator is designed primarily to address emissions of gasoline vapor, it includes algorithms to account for diesel fuel vapor as well and could even be used if the sole fuel dispensed was diesel.

Average time between start of refueling events
Number of hours of GDF operation per day
Number of days per year open for business
3/23/2015
6 GDFs with a gasoline throughput of < 10,000 gallons per month have higher storage tank filling and breathing loss emissions because they are not required to install Stage I vapor recovery controls under 40 CFR 63 CCCCCC.
5 Diesel emission factors were derived using the no.2 diesel true vapor pressure and vapor molecular weight from AP-42 Table 7.1-2 at 70F and equation 1 of section 5.2.2 with an S factor value of 1.45 for storage tank and vehicle tank filling and an S factor of 1.0 for breathing losses.

Percent of refueling events which use automotive diesel dispensers
Totals
4 Even though spillage is a specific category of emissions related to fuel dispensing in AP-42, it is considered a fugitive emission for purposes of NSR permits and thus is not included here.
2 40 CFR 63, Subpart CCCCCC requires that new or modified gasoline dispensing facilities with a monthly throughput greater than 100,000 gallons per month install pressure/vacuum (PV) vent valves on the storage tank vent pipes. This model uses a 75 percent efficiency for PV valves in reducing breathing losses. 3 The displacement VOC emission rate in lbs/1000 gallons depends on the gasoline Reid Vapor Pressure, the dispensed fuel temperature, and the difference between the temperature of the fuel in the tank and the dispensed fuel. For these purposes EPA calculated the uncontrolled displacement VOC emission rate in lbs/1000 gallons. EPA has used 10 psi RVP and national average summer-time temperatures for ozone attainment areas. This yields a value of about 10.8 lbs/1000 gallons. EPA has used 7 psi RVP and temperatures representative of the summer-time western US for ozone non-attainment areas. This yields a value of about 7.5 lbs/1000 gallons. In 76 FR 41723, EPA determined that 80% of the vehicle fleet will have ORVR installed as of 2014, and widespread use will be achieved on a national basis on June 30, 2013. Therefore, this value has been reduced by 80% for 2014 and increases each year subsequent to 2014 as fleet turnover occurs.

See memorandum to Public Docket EPA-HQ-OAR-2010-1076, Updated Data for ORVR Widespread Use Assessment, Glenn Passavant, OTAQ, 2012 and U.S.EPA, Guidance on Removing Stage II Gasoline Vapor Control Programs from State Implementation Plans and Assessing Comparable Measures, EPA-457/B-12-001, August 7, 2012.

Description 4
Drive-Thru On-Site Emissions
Total Trips/Day for Project 3,382
Percent Drive-thru Trips1 0.97
Drive-Thru Trips 3,289
Minutes/Trip 5
Distance (miles/trip) 0.1
ROG NOX CO SO2 PM10 PM2.5
EMFAC Emissions Rate (g/mi) 0.0195110.0235780.3399570.0013710.0017720.001634 Pounds/Day 1.18E-031.42E-032.05E-028.29E-051.07E-049.88E-05 CO2 CH4 N2O CO 2e
EMFAC Emissions Rate (g/mi) 138.77260.0044550.002195 -- MT/year 1.39 0.00 0.00 1.396127
Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Sub-Area, Year 2024, Annual.

Note:

1. Percent drive-thru trips based on Dutch Bros Drive Thru Survey, dated February 1, 2022.

Appendix B
HEALTH RISK ASSESSMENT

Health Risk Assessment
Clinton Keith Road and Mitchell Road Shopping Center
Murrieta, California

Prepared by:

Kimley‐Horn and Associates, Inc.
1100 W. Town and Country Road, Suite 700
Orange, California, 92868
Contact: Mr. Ace Malisos
714.939.1030

November 2023

City of Murrieta  Clinton Keith Road and Mitchell Road Shopping Center Health Risk Assessment
November 2023
Page | i
TABLE OF CONTENTS

1  Introduction

1.1  Project Location ....................................................................................................................................... 1

1.2  Project Description ................................................................................................................................... 1

2  Environmental Setting

2.1  Climate and Meteorology ........................................................................................................................ 4

2.2  Toxic Air Contaminants ............................................................................................................................ 4

2.3  Sensitive Receptors .................................................................................................................................. 6

3  Regulatory Setting

3.1  Federal ..................................................................................................................................................... 7

3.2  State of California ..................................................................................................................................... 8

3.3  Regional .................................................................................................................................................. 12

4  Significance Criteria And Methodology

4.1  Health Risk Analysis Thresholds ............................................................................................................. 14

4.2  Methodology .......................................................................................................................................... 14

5  Potential Health Risk Impacts

5.1  Carcinogenic Risk.................................................................................................................................... 21

5.2  Non‐Carcinogenic Hazards ..................................................................................................................... 23

5.3  Conclusion .............................................................................................................................................. 24

6  References............................................................................................................................... 25

TABLES
Table 1: Sensitive Receptors ......................................................................................................................... 6 Table 2: Exposure Assumptions .................................................................................................................. 18 Table 3: Risk Assessment Results ................................................................................................................ 22 Table 4: Chronic and Acute Hazards Assessment Results ........................................................................... 23

EXHIBITS
Exhibit 1: Site Plan ......................................................................................................................................... 3

APPENDIX
Appendix A: Modeling Data

City of Murrieta  Clinton Keith Road and Mitchell Road Shopping Center Health Risk Assessment
November 2023
Page | ii
LIST OF ABBREVIATED TERMS

A  absorption factor from inhalation
ACES  Advanced Collaborative Emissions Study
ASF  age sensitivity factor
AB  Assembly Bill
APN  Assessor’s Parcel Number
APS  auxiliary power system
AQMD  Air Quality Management District
AT  averaging time
ATCM  Airborne Toxic Control Measure
CAPCOA  California Air Pollution Control Officers Association CARB  California Air Resources Board
CCAA   California Clean Air Act
CEQA  California Environmental Quality Act
CPF  cancer potency factor
Cair  air concentration from model
Ci  air concentration of substance
DBR  daily breathing rate
DOORS  Diesel Off‐Road Reporting System
DPM  Diesel Particulate Matter
DRRP  Diesel Risk Reduction Plan
Dose‐air  dose through inhalation
EMFAC  Emission Factors Model
ED  exposure duration
EF  exposure frequency
°F  degrees Fahrenheit
FCAA  Federal Clean Air Act
GVWR   gross vehicle weight rating
HAP  hazardous air pollutant
HRA  health risk assessment
kg  kilogram
L  liter
MATES  Multiple Air Toxics Exposure Study
MICR  Maximum Individual Cancer Risk
mg  milligrams
gm  micrograms per cubic meter
MSAT  Mobile Source Air Toxic
NAAQS  National Ambient Air Quality Standards
NED  National Elevation Dataset
NESHAP  National Emissions Standards for Hazardous Air Pollutants NO2  nitrogen dioxide
NOX  nitrogen oxides
O3   ozone
OEHHA  Office of Environmental Health Hazard Assessment PM  particulate matter
PM10   particulate matter less than 10 microns in diameter PM2.5   particulate matter less than 2.5 microns in diameter City of Murrieta  Clinton Keith Road and Mitchell Road Shopping Center Health Risk Assessment
November 2023
Page | iii
LIST OF ABBREVIATED TERMS (CONTINUED)

PERP  Portable Equipment Registration Program
REL  Reference Exposure Level
RELi  Reference Exposure Level of substance
Riskinh‐res  residential inhalation cancer risk
SB  Senate Bill
T‐BACT  toxics best available control technology
TAC  Toxic Air Contaminant
U.S. EPA  United States Environmental Protection Agency VMT  vehicle miles traveled
VOC  volatile organic compound

City of Murrieta Clinton Keith Road and Mitchell Road Shopping Cente r Health Risk Assessment
November 2023
Page | 1
1 INTRODUCTION
The purpose of this Health Risk Assessment (HRA) is to evaluate potential health risks associated with Toxic Air Contaminants (TAC) including Diesel Parti culate Matter (DPM) resulting from the implementation of the proposed Clinton Keith Road and Mitchell Road Shopping Center Project (“Project” or “proposed Project”). This HRA was prepared in ac cordance with the guidance from the Office of Environmental Health Hazard Assessment (OEHHA) to d etermine if health risks are likely to occur from the Project. Technical data are included in Appendix A: Modeling Data.

1.1 Project Location
The project site is generally located north of Clin ton Keith Road and east of Mitchell Road in the Cit y of Murrieta, Riverside County. The project site encomp asses approximately 5.24 acres and is currently vacant. The project site is approximately 0.3 mile west of Interstate 215 (I-215) and approximately 2. 7 miles northeast of Interstate 15 (I-15).

1.2 Project Description
The proposed Project assumes the subdivision of approximately 5.24 acres into three parcels to allow for the development of the two southernmost parcels for commercial uses. Therefore, the development area assumed in this analysis is 2.3 acres. The proposed Project is a commercial development composed of a convenience store and gasoline station, automated car wash, and drive-thru coffee store; refer to Exhibit 1: Site Plan .

Convenience Store and Gasoline Station
The convenience store would consist of approximatel y 3,700 square feet (sf), generally located on the northwestern portion of the project site. The gas s tation would include 12 fueling pumps located to th e south of the convenience store.

Car Wash
The approximate 1,458-sf automated drive-thru car w ash would be located directly north of the convenience store. The car wash would include a con veyor wash tunnel with one vacuum and one dryer system. Overall, the car wash is anticipated to consume approximately 150,000 gallons of water per year.

Drive -thru Coffee Store
The proposed drive-thru coffee store would consist of approximately 886 sf. The coffee store would be located on the southeastern portion of the project site. The drive-thru entrance would be located to t he northeast of the building and the drive-thru exit would be located on the western side of the building. An approximate 336-sf outdoor seating area would be situated to the east of the coffee store.

Project Parking and Circulation
The Project would provide 33 parking stalls, with vehicle parking located throughout the Project site. The property owner has an existing reciprocal access ag reement with the property owner to the east of the project site (the location of the Del Taco restaura nt). Vehicular access for the project site would be provided via one existing driveway on Clinton Keith Road associated with the Del Taco restaurant east of the project site that would continue to be a right- in-right-out only driveway; one proposed driveway o n Clinton Keith Road; one proposed driveway on Mitchell Road; and one proposed driveway on Sierra Lane.

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The proposed driveway on Clinton Keith Road would b e an “Entrance Only” driveway. The proposed driveways on Mitchell Road and Sierra Lane would be full access driveways. All proposed driveways would be unsignalized.

Project Construction
Construction of the proposed Project is expected to commence in 2024 with a construction duration of approximately 12 months and would be completed in o ne phase. Total grading for the proposed Project is estimated to require approximately 12,252 cubic yards of cut and approximately 12,252 cubic yards of fill; earthwork is expected to balance on site.

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Exhibit 1: Site Plan

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2  ENVIRONMENTAL SETTING

2.1  Climate and Meteorology
The general region lies in the semi‐permanent high‐pressure zone of the eastern Pacific. The climate is mild and tempered by cool sea breezes. The usually mild climatological pattern is interrupted infrequently by periods of extremely hot weather, winter storms, or Santa Ana winds. The extent and severity of the air  pollution  problem  in  the  South  Coast  Air  Basin  (SCAB)  is  a  function  of  the  area’s  natural  physical characteristics (weather and topography), as well as man‐made influences (development patterns and lifestyle). Factors such as wind, sunlight, temperature, humidity, rainfall, and topography all affect the accumulation and/or dispersion of pollutants throughout the SCAB. These factors along with applicable regulations are discussed below.

The average annual temperature varies little throughout the SCAB, averaging 75 degrees Fahrenheit (°F).

However, with a less‐pronounced oceanic influence, the eastern inland portions of the SCAB show greater variability in annual minimum and maximum temperatures. All portions of the SCAB have had recorded temperatures over 100°F in recent years.

The general region lies in the semi‐permanent high‐pressure zone of the eastern Pacific. The climate is mild and tempered by cool sea breezes. The usually mild climatological pattern is interrupted infrequently by periods of extremely hot weather, winter storms, or Santa Ana winds. The extent and severity of the air  pollution  problem  in  the  South  Coast  Air  Basin  (SCAB)  is  a  function  of  the  area’s  natural  physical characteristics (weather and topography), as well as man‐made influences (development patterns and lifestyle). Factors such as wind, sunlight, temperature, humidity, rainfall, and topography all affect the accumulation and/or dispersion of pollutants throughout the SCAB. These factors along with applicable regulations are discussed below.

The average annual temperature varies little throughout the SCAB, averaging 75 degrees Fahrenheit (°F).

However, with a less‐pronounced oceanic influence, the eastern inland portions of the SCAB show greater variability in annual minimum and maximum temperatures. All portions of the SCAB have had recorded temperatures over 100°F in recent years

2.2  Toxic Air Contaminants
Toxic Air Contaminants (TACs) are airborne substances capable of causing short‐term (acute) and long‐ term (chronic or carcinogenic, i.e., cancer causing) adverse human health effects (i.e. injury or illness).

TACs  include  both  organic  and  inorganic  chemical  substances.  They  may  be  emitted  from  a  variety  of common  sources  including  gasoline  stations,  automobiles,  dry  cleaners,  industrial  operations,  and painting operations. The current California list of TACs includes approximately 200 compounds, including particulate emissions from diesel‐fueled engines.

Hazardous Air Pollutants (HAP) is a term used by the Federal Clean Air Act (FCAA) that includes a variety of  pollutants  generated  or  emitted  by  industrial  production  activities.  Identified  as  TACs  under  the California Clean Air Act (CCAA), ten have been singled out through ambient air quality data as being the most substantial health risk in California. Direct exposure to these pollutants has been shown to cause cancer, birth defects, damage to the brain and nervous system, and respiratory disorders. The California Air Resources Board (CARB) provides emission inventories for only the larger air basins.

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TACs do not have ambient air quality standards because no safe levels of TACs can be determined. Instead, TAC  impacts  are  evaluated  by  calculating  the  health  risks  associated  with  a  given  exposure.  The requirements of the Air Toxic “Hot Spots” Information and Assessment Act (Assembly Bill [AB] 2588) apply to facilities that use, produce, or emit toxic chemicals. Facilities subject to the toxic emission inventory requirements  of  the  act  must  prepare  and  submit  toxic  emission  inventory  plans  and  reports,  and periodically update those reports.

Toxic contaminants often result from fugitive emissions during fuel storage and transfer activities, and from  leaking  valves  and  pipes.  For  example,  the  electronics  industry,  including  semiconductor manufacturing, uses highly toxic chlorinated solvents in semiconductor production processes. Sources of air  toxics  go  beyond  industry,  however.  Automobile  exhaust  also  contains  toxic  air  pollutants  such  as benzene and 1,3‐butadiene.

In California, on‐road diesel‐fueled engines contribute approximately 24 percent of the statewide total DPM, with an additional 71 percent attributed to other mobile sources such as construction and mining equipment, agricultural equipment, and transport refrigeration units. Stationary sources contribute about 5 percent of total DPM. It should be noted that CARB has developed several plans and programs to reduce diesel  emissions  such  as  the  Diesel  Risk  Reduction  Plan  (DRRP),  the  Statewide  Portable  Equipment Registration Program (PERP), and the Diesel Off‐Road Reporting System (DOORS). The PERP and DOORS programs  allow  owners  or  operators  of  portable  engines  and  certain  other  types  of  equipment  can register their units in order to operate their equipment throughout California without having to obtain individual permits from local air districts.

Diesel exhaust and many individual substances contained in it (including arsenic, benzene, formaldehyde, and  nickel)  have  the  potential  to  contribute  to  mutations  in  cells  that  can  lead  to  cancer.  Long‐term exposure to diesel exhaust particles poses the highest cancer risk of any TAC evaluated by OEHHA. CARB estimates that about 70 percent of the cancer risk that the average Californian faces from breathing toxic air pollutants stems from diesel exhaust particles.

In its comprehensive assessment of diesel exhaust, OEHHA analyzed more than 30 studies of people who worked around diesel equipment, including truck drivers, railroad workers, and equipment operators. The studies showed these workers were more likely to develop lung cancer than workers not exposed to diesel emissions. These studies provide strong evidence that long‐term occupational exposure to diesel exhaust increases the risk of lung cancer. Using information from OEHHA’s assessment, CARB estimates that diesel particle levels measured in California’s air in 2000 could cause 540 “excess” cancers in a population of 1 million  people  over  a  70‐year  lifetime.  Other  researchers  and  scientific  organizations,  including  the National Institute for Occupational Safety and Health, have calculated cancer risks from diesel exhaust similar to those developed by OEHHA and CARB.

Exposure to diesel exhaust can have immediate health effects. Diesel exhaust can irritate the eyes, nose, throat,  and  lungs,  and  it  can  cause  coughs,  headaches,  lightheadedness,  and  nausea.  In  studies  with human volunteers, diesel exhaust particles made people with allergies more susceptible to the materials to which they are allergic, such as dust and pollen. Exposure to diesel exhaust also causes inflammation in the lungs, which may aggravate chronic respiratory symptoms and increase the frequency or intensity of asthma attacks.

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The  elderly  and  people  with  emphysema,  asthma,  and  chronic  heart  and  lung  disease  are  especially sensitive  to  fine‐particle  pollution.  Numerous  studies  have  linked  elevated  particle  levels  in  the  air  to increased  hospital  admissions,  emergency  room  visits,  asthma  attacks,  and  premature  deaths  among those  suffering  from  respiratory  problems.  Because  children’s  lungs  and  respiratory  systems  are  still developing, they are also more susceptible than healthy adults to fine particles. Exposure to fine particles is associated with increased frequency of childhood illnesses and can also reduce lung function in children.

In California, diesel exhaust particles have been identified as a carcinogen.

2.3  Sensitive Receptors
Sensitive populations are more susceptible to the effects of air pollution than is the general population.

Sensitive receptors that are in proximity to localized sources of toxics are of particular concern. Land uses considered  sensitive  receptors  include  residences,  schools,  playgrounds,  childcare  centers,  long‐term health care facilities, rehabilitation centers, convalescent centers, and retirement homes. Sensitive land uses surrounding the Project consist mostly of single‐family residential communities. Sensitive land uses nearest to the Project are shown in Table 1: Sensitive Receptors.

Table 1: Sensitive Receptors
Receptor Description  Distance and Direction from the Project Site Multi‐family residential  95 feet to the west
Single‐family residential  132 feet to the south
Multi‐family residential  375 feet to the north
Childcare Center (Currently Under Construction)  400 feet to the east Antelope Hills Elementary School  470 feet to the south The Linden at Murrieta Assisted Living  1,780 feet to the west Source: Google Earth, 2023.

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3  REGULATORY SETTING

3.1  Federal
Federal Clean Air Act
The FCAA was amended in 1990 to address the numerous air pollutants that are known to cause or may reasonably be anticipated to cause adverse effects to human health or adverse environmental effects. 188  specific  pollutants  and  chemical  groups  were  initially  identified  as  HAPs,  and  the  list  has  been modified over time. The FCAA Amendments included new regulatory programs to control acid deposition and for the issuance of stationary source operating permits.

In 2001, the United States Environmental Protection Agency (U.S. EPA) issued its first Mobile Source Air Toxics Rule, which identified 21 mobile source air toxic (MSAT) compounds as being HAPs that required regulation. A subset of six of these MSAT compounds were identified as having the greatest influence on health  and  included  benzene,  1,3‐butadiene,  formaldehyde,  acrolein,  acetaldehyde,  and  DPM.  More recently, the U.S. EPA issued a second MSAT Rule in February 2007, which generally supported the findings in the first rule and provided additional recommendations of compounds having the greatest impact on health. The rule also identified several engine emission certification standards that must be implemented.

Unlike the criteria pollutants, toxics do not have National Ambient Air Quality Standards (NAAQS) making evaluation of their impacts more subjective.

National Emissions Standards for Hazardous Air Pollutants (NESHAPs) were incorporated into a greatly expanded program for controlling toxic air pollutants. The provisions for attainment and maintenance of the  NAAQS  were  substantially  modified  and  expanded.  Other  revisions  included  provisions  regarding stratospheric ozone protection, increased enforcement authority, and expanded research programs.

Section 112 of the FCAA Amendments governs the federal control program for HAPs. NESHAPs are issued to limit the release of specified HAPs from specific industrial sectors. These standards are technology‐ based, meaning that they represent the best available control technology an industrial sector could afford.

The level of emissions controls required by NESHAPs are not based on health risk considerations because allowable  releases  and  resulting  concentrations  have  not  been  determined  to  be  safe  for  the  general public.  The  FCAA  does  not  establish  air  quality  standards  for  HAPs  that  define  legally  acceptable concentrations of these pollutants in ambient air.

Federal Emissions Standards for On‐Road Trucks
To  reduce  emissions  from  on‐road,  heavy‐duty  diesel  trucks,  the  U.S.  EPA  established  a  series  of increasingly strict emission standards for new engines, starting in 1988. The U.S. EPA promulgated the final  and  cleanest  standards  with  the  2007  Heavy‐Duty  Highway  Rule.1  The  particulate  matter  (PM) emission standard of 0.01 gram per horsepower‐hour (g/hp‐hr) is required for new vehicles beginning with model year 2007. Also, the nitrogen oxides (NOX) and nonmethane hydrocarbon (NMHC) standards of 0.20 g/hp‐hr and 0.14 g/hp‐hr, respectively, were phased in together between 2007 and 2010 on a percent of sales basis: 50 percent from 2007 to 2009 and 100 percent in 2010.

1  United States Environmental Protection Agency (U.S. EPA), Control of Air Pollution from New Motor Vehicles: Heavy‐Duty Engine and Vehicle Standards and Highway Diesel Fuel Sulfur Control Requirements, Final Rule. 40 Code of Federal Regulations, Parts 69, 80, and 86. January 18, 2001.

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Emission Standards for Off‐Road Diesel Engines
To reduce emissions from off‐road diesel equipment, the U.S. EPA established a series of cleaner emission standards for new off‐road diesel engines. Tier 1 standards were phased in from 1996 to 2000 (year of manufacture), depending on the engine horsepower category. Tier 2 standards were phased in from 2001 to 2006. Tier 3 standards were phased in from 2006 to 2008. Tier 4 standards, which generally require add‐on emission control equipment to attain them were phased in from 2008 to 2015.

3.2  State of California
California Air Resources Board
CARB’s statewide comprehensive air toxics program was established in 1983 with AB 1807 the Toxic Air Contaminant Identification and Control Act (Tanner Air Toxics Act of 1983). AB 1807 created California's program  to  reduce  exposure  to  air  toxics  and  sets  forth  a  formal  procedure  for  CARB  to  designate substances as TACs. Once a TAC is identified, CARB adopts an airborne toxics control measure (ATCM) for sources that emit designated TACs. If there is a safe threshold for a substance at which there is no toxic effect, the control measure must reduce exposure to below that threshold. If there is no safe threshold, the measure must incorporate toxics best available control technology (T‐BACT) to minimize emissions.

CARB  also  administers  the  state’s  mobile  source  emissions  control  program  and  oversees  air  quality programs established by state statute, such as AB 2588. Under AB 2588, TAC emissions from individual facilities  are  quantified  and  prioritized  by  the  air  quality  management  district  or  air  pollution  control district. High priority facilities are required to perform a health risk assessment and, if specific thresholds are  exceeded,  required  to  communicate  the  results  to  the  public  in  the  form  of  notices  and  public meetings. In September 1992, AB 2588 was amended by Senate Bill (SB) 1731 which required facilities that pose a significant health risk to the community to reduce their risk through a risk management plan.

Diesel Risk Reduction Plan
The identification of DPM as a TAC in 1998 led CARB to adopt the Risk Reduction Plan to Reduce Particulate Matter  Emissions  from  Diesel‐Fueled  Engines  and  Vehicles  (DRRP)  in  October  2000.  The  DRRP's  goals include an 85 percent reduction in DPM by 2020 from the 2000 baseline.2 CARB estimates that emissions of DPM in 2035 will be less than half those in 2010, further reducing statewide cancer risk and non‐cancer health  effects.3  The  DRRP  includes  regulations  to  establish  cleaner  new  diesel  engines,  cleaner  in‐use diesel engines (retrofits), and cleaner diesel fuel.

Truck and Bus Regulation Reducing Emissions from Existing Diesel Vehicles On December 12, 2008, CARB approved the Truck and Bus Regulation to significantly reduce PM and NOX emissions from existing diesel vehicles operating in California. The regulation requires diesel trucks and buses that operate in California to be upgraded to reduce emissions. Heavier trucks were required to be retrofitted  with  PM  filters  beginning  January  1,  2012,  and  older  trucks  were  required  to  be  replaced starting January 1, 2015. By January 1, 2023, nearly all trucks and buses would need to have 2010 model year engines or equivalent.

2  California Air Resources Board, Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel‐Fueled Engines and Vehicles, October 2000.
3  California Air Resources Board, Overview: Diesel Exhaust & Health, available at: https://ww2.arb.ca.gov/resources/overview‐diesel‐exhaust‐ and‐health, accessed June 26, 2023.

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The  regulation  applies  to  most  privately  and  federally  owned  diesel  fueled  trucks  and  buses  and  to privately and publicly owned school buses with a gross vehicle weight rating (GVWR) greater than 14,000 pounds. Small fleets with three or fewer diesel trucks can delay compliance for heavier trucks and there are  several  extensions  for  low‐mileage  construction  trucks,  early  PM  filter  retrofits,  adding  cleaner vehicles, and other situations. Privately and publicly owned school buses have different requirements.

Heavy‐Duty Vehicle Idling Emission Reduction Program
The purpose of the CARB ATCM to Limit Diesel‐Fueled Commercial Motor Vehicle Idling is to reduce public exposure  to  diesel  particulate  matter  and  criteria  pollutants  by  limiting  the  idling  of  diesel‐fueled commercial vehicles. The driver of any vehicle subject to this ATCM is prohibited from idling the vehicle’s primary diesel engine for greater than five minutes at any location and is prohibited from idling a diesel‐ fueled auxiliary power system (APS) for more than five minutes to power a heater, air conditioner, or any ancillary equipment on the vehicle if it has a sleeper berth and the truck is located within 100 feet of a restricted area (homes and schools).

CARB  Final  Regulation  Order,  Requirements  to  Reduce  Idling  Emissions  from  New  and  In‐Use  Trucks, beginning  in  2008,  requires  that  new  2008  and  subsequent  model‐year  heavy‐duty  diesel  engines  be equipped with an engine shutdown system that automatically shuts down the engine after 300 seconds of continuous idling operation once the vehicle is stopped, the transmission is set to “neutral” or “park”, and the parking brake is engaged.

Section 2485 and Section 2449 of Title 13 of the California Code of Regulations limits diesel‐fueled motor vehicle idling to no more than five minutes. Section 2485 limits idling for diesel‐fueled commercial motor vehicles with gross vehicle weight ratings of greater than 10,000 pounds that are or must be licensed to operate on publicly maintained highways and streets within California. Section 2449 limits idling for off‐ road diesel‐fueled fleets.

CalEnviroScreen
OEHHA  has  developed  CalEnviroScreen  4.0,  which  is  a  mapping  tool  that  helps  identify  California communities that are most affected by many sources of pollution, and where people are often especially vulnerable  to  pollution’s  effects.  CalEnviroScreen  uses  environmental,  health,  and  socioeconomic information to produce scores for every census tract in the State. The scores are mapped so that different communities can be compared. An area with a high score is one that experiences a much higher pollution burden than areas with low scores.

According to CalEnviroScreen, the project site and the nearest residences to the northeast are located within Census Tract 6065043278, which is within the 36th percentile relative to other census tracts.4 It should  be  noted  that  the  CalEnviroScreen  scores  are  relative  to  other  census  tracts  and  are  not  an expression of health risk, and do not provide quantitative information on increases in cumulative impacts for specific sites or projects. Further, as a comparative screening tool, the results do not provide a basis for  determining  when  differences  between  scores  are  significant  in  relation  to  public  health  or  the environment.

4  California  Office  of  Environmental  Health  Hazard  Assessment,  CalEnviroScreen  4.0  Results  (October  2021  Update), https://oehha.ca.gov/calenviroscreen/report/calenviroscreen‐40. Accessed June 2023.

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Senate Bill 535
Senate Bill (SB) 535 directs 25 percent of the proceeds from the Greenhouse Gas Reduction Fund (i.e., funds from the AB 32 cap‐and‐trade program) to go to projects that provide a benefit to disadvantaged communities (DACs) (as identified by the OEHHA mapping). These funds must be used for programs that further reduce greenhouse gas emissions. Funding programs that reduce greenhouse gas emissions would also potentially reduce exposure to other emissions including TACs. Based on OEHHA mapping, the closest SB 535 designated disadvantaged community is located approximately 8.5 miles north of the project site (Census  Tract  6065042901).5  SB  535  does  not  include  project  specific  requirements  or  prohibit developments in proximity to the designated communities.

CARB Advanced Clean Truck Regulation
CARB  adopted  the  Advanced  Clean  Truck  Regulation  in  June  2020  requiring  truck  manufacturers  to transition from diesel trucks and vans to electric zero‐emission trucks beginning in 2024. By 2045, every new truck sold in California is required to be zero‐emission. This rule directly addresses disproportionate risks and health and pollution burdens and puts California on the path for an all zero‐emission short‐haul drayage fleet in ports and railyards by 2035, and zero‐emission “last‐mile” delivery trucks and vans by 2040.  The  Advanced  Clean  Truck  Regulation  accelerates  the  transition  of  zero‐emission  medium‐and heavy‐duty vehicles from Class 2b to Class 8. The regulation has two components including a manufacturer sales requirement, and a reporting requirement:
 Zero‐Emission  Truck  Sales:  Manufacturers  who  certify  Class  2b  through  8  chassis  or  complete vehicles  with  combustion  engines  are  required  to  sell  zero‐emission  trucks  as  an  increasing percentage  of  their  annual  California  sales  from  2024  to  2035.  By  2035,  zero‐emission truck/chassis sales need to be 55 percent of Class 2b – 3 truck sales, 75 percent of Class 4 – 8 straight truck sales, and 40 percent of truck tractor sales.  Company and Fleet Reporting: Large employers including retailers, manufacturers, brokers and others  would  be  required  to  report  information  about  shipments  and  shuttle  services.  Fleet owners, with 50 or more trucks, would be required to report about their existing fleet operations.

This  information  would  help  identify  future  strategies  to  ensure  that  fleets  purchase  available zero‐emission trucks and place them in service where suitable to meet their needs.

Executive Order N‐79‐20
Signed in September 2020, Executive  Order  N‐79‐20 establishes as a  goal that where feasible, all new passenger cars and trucks, as well as all drayage/cargo trucks and off‐road vehicles and equipment, sold in  California,  will  be  zero‐emission  by  2035.  The  executive  order  sets  a  similar  goal  requiring  that  all medium and heavy‐duty vehicles will be zero‐emission by 2045 where feasible. It also directs CARB to develop and propose rulemaking for passenger vehicles and trucks, medium‐and heavy‐duty fleets where feasible, drayage trucks, and off‐road vehicles and equipment “requiring increasing volumes” of new zero emission vehicles (ZEVs) “towards the target of 100 percent.” The executive order directs the California Environmental Protection Agency, the California Geologic Energy Management Division (CalGEM), and the California  Natural  Resources  Agency  to  transition  and  repurpose  oil  production  facilities  with  a  goal

5  California  Office  of  Environmental  Health  Hazard  Assessment,  SB  535  Disadvantaged  Communities  (2022  Update), https://oehha.ca.gov/calenviroscreen/sb535. Accessed June 2023.

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toward  meeting  carbon  neutrality  by  2045.  Executive  Order  N‐79‐20  builds  upon  the  CARB  Advanced Clean Trucks regulation, which was adopted by CARB in July 2020.

Gasoline Dispensing Facility Vapor Recovery Regulations Since  2001,  CARB  has  adopted  a  number  of  significant  enhancements  to  gasoline  dispensing  facilities' (GDFs') vapor recovery systems. These efforts are necessary to ensure the continued effective operation of the vapor recovery systems during the transfer and dispensing of gasoline at these facilities.

Vapor recovery systems collect gasoline vapors that would otherwise escape into the atmosphere during fuel delivery to the underground storage tanks (Phase I) or fuel storage and vehicle fueling (Phase II). The Enhanced Vapor Recovery (EVR) regulations became state law on April 1, 2001. These regulations provide more stringent requirements for vapor recovery systems in order to reduce gasoline vapor emissions.6 CARB Air Quality and Land Use Handbook – Gasoline Dispensing Facilities The CARB Air Quality and Land Use Handbook (2005) recommends avoiding siting new sensitive land uses within 300 feet of a large gas station (defined as a facility with a throughput of 3.6 million gallons per year or greater).7 A 50‐foot separation is recommended for typical gas dispensing facilities. CARB notes that a typical gasoline dispensing facility in California dispenses under 3.6 million gallons of gasoline per year.

The cancer risk for a typical facility is likely to be less than 10 in a million at the fence line under urban air dispersion conditions.

Gasoline Service Station Industrywide Risk Assessment Technical Guidance CARB and the California Air Pollution Control Officers Association (CAPCOA) developed the 2021 Gasoline Service Station Industrywide Risk Assessment Technical Guidance Manual (Technical Guidance) based on health  analyses  conducted  to  evaluate  the  health  impacts  of  emissions  from  gasoline  service  stations operating throughout the state. The Technical Guidance provides an update to the CAPCOA Air Toxics “Hot  Spots”  Program  Gasoline  Service  Station  Industrywide  Risk  Assessment  Guidelines  (1997).  The Technical  Guidance  also  provides  recommended  procedures  for  preparing  gas  station  emission inventories and HRAs to meet the requirements of individual facilities subject to AB 2588.

Gasoline Service Station Industrywide Risk Assessment Supplemental Policy Guidance Document CARB  developed  the  2022  Gasoline  Service  Station  Industrywide  Risk  Assessment  Supplemental  Policy Guidance Document (Supplemental Policy Guidance or Guidance) to provide recommendations regarding public policy for gas stations and discuss potential community‐scale health impacts caused by gas station emissions. In addition to discussing community‐scale health impacts, the Supplemental Policy Guidance provides  considerations  and  recommendations  for  the  siting  and  permitting  of  new  and  modified  gas stations.  The  Guidance  also  outlines  the  significant  challenges  in  addressing  cumulative  impacts  from multiple sources of gas stations and other sources.

6  The project would be required to comply with the State’s Gasoline Dispensing Facility Vapor Recovery Regulations. 7  The proposed Project would have a maximum anticipated throughput of approximately 3.0 million gallons per year.

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3.3  Regional
South Coast Air Quality Management District
The CCAA provides the SCAQMD with the authority to manage transportation activities at indirect sources and regulate stationary source emissions. Indirect sources of pollution are generated when minor sources collectively emit a substantial amount of pollution. An example of this would be the motor vehicles at an intersection, a mall, and on highways. As a State agency, CARB regulates motor vehicles and fuels for their emissions.

Air Toxics Control Plan
The Air Toxics Control Plan (March 2000, revised March 26, 2004) is a planning document designed to examine the overall direction of the SCAQMD’s air toxics control program. It includes development and implementation of strategic initiatives to monitor and control air toxics emissions. Control strategies that are deemed viable and are within the SCAQMD’s jurisdiction will each be brought to the SCAQMD Board for further consideration through the normal public review process. Strategies that are to be implemented by other agencies will be developed in a cooperative effort, and the progress is reported back to the Board periodically.

Multiple Air Toxics Exposure Study
The SCAQMD conducted an in‐depth analysis of the toxic air contaminants and their resulting health risks for all of Southern California. The Multiple Air Toxics Exposure Study in the SCAB (MATES V) (August 2021) shows that carcinogenic risk from air toxics in the SCAB, based on the average concentrations at the 10 monitoring  sites,  is  approximately  40  percent  lower  than  the  monitored  average  in  MATES  IV  and  84 percent lower than the average in MATES II.

MATES  V  also  evaluated  the  population‐weighted  cancer  risk  within  Environmental  Justice  (EJ) communities using the SB 5358 definition of disadvantaged communities. Between MATES IV and MATES V,  air  toxics  cancer  risk  decreased  by  57  percent  in  Environmental  Justice  (EJ)  communities  overall compared to a 52 percent reduction in non‐EJ communities.9 MATES V is the most comprehensive dataset documenting the ambient air toxic levels and health risks associated with the SCAB emissions. Therefore, MATES V study represents the baseline health risk for a cumulative analysis. MATES V estimates the average excess cancer risk level from exposure to TACs is 424 in one  million  basin wide. In  comparison, the MATES IV basin average risk was 897 per  million.  These model estimates were based on monitoring data collected at ten fixed sites within the SCAB. None of the fixed monitoring sites are near the project site. However, MATES V has extrapolated the excess cancer risk levels throughout the SCAB by modeling the specific grids. MATES V modeling predicted an excess cancer risk of 291 in one million for zip code 92562 (i.e., the zip code for the project area)10. SCAQMD’s data is provided at the zip code level and not specific to the exact Project location. DPM is included in this

8   SB  535  established  initial  requirements  for  minimum  funding  levels  to  “Disadvantaged  Communities”  (DACs).  The  legislation  also  gives California EPA the responsibility for identifying those communities, stating that the designation of disadvantaged communities must be based on “geographic, socioeconomic, public health, and environmental hazard criteria”. 9   South Coast Air Quality Management District, MATES V, Page 4‐26, August 2021. 10   South Coast Air Quality Management District, MATES V Estimated Risk, https://experience.arcgis.com/experience/79d3b6304912414bb21ebdde80100b23/page/home/?data_id=dataSource_105‐ a5ba9580e3aa43508a793fac819a5a4d%3A395&views=view_38%2Cview_1.  Accessed June 2023.

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cancer risk along with all other TAC sources. DPM accounts for a majority of the total risk shown in MATES V in this area.

SCAQMD Rule 461, Gasoline Transfer and Dispensing
This rule requires testing of vapor recovery systems for gasoline dispensing facilities from certified vapor recovery testing companies and contractors. This rule applies to the transfer of gasoline from any tank truck, trailer, or railroad tank car into any stationary storage tank or mobile fueler, and from any stationary storage tank or mobile fueler into any mobile fueler or motor fuel tank. A vapor recovery system must be tested  within  10  calendar  days  after  initial  operation  of  dispensing  fuel.  Additionally,  vapor  recovery systems  must  be  tested  annually  (throughput  less  than  100,000  gallons  per  month)  or  semi‐annually (throughput more than or equal to 100,000 gallons per month).

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4  SIGNIFICANCE CRITERIA AND METHODOLOGY

4.1  Health Risk Analysis Thresholds
Project  health  risks  are  determined  by  examining  the  types  and  levels  of  air  toxics  generated  and  the associated  impacts  on  factors  that  affect  air  quality.  While  the  final  determination  of  significance thresholds is within the purview of the lead agency pursuant to the State CEQA Guidelines, the SCAQMD recommends that the following air pollution thresholds be used by lead agencies in determining whether the impacts from the Project are significant. If the lead agency finds that the Project has the potential to exceed the air pollution thresholds, the Project should be considered significant. The thresholds for air toxic emissions are as follows:
 Cancer Risk: Emit contaminants that equal or exceed the maximum individual cancer risk of 10 in one million.
 Non‐Cancer Risk: Emit contaminants that equal or exceed the maximum hazard index of 1.0.

Cancer risk is expressed in terms of expected incremental incidence per million population. The SCAQMD has  established  an  incidence  rate  of  10  persons  per  million  as  the  maximum  acceptable  incremental cancer risk due to DPM exposure. This threshold is an upper‐bound incremental probability to determine whether or not a given project has a potentially significant development‐specific and cumulative impact and to ensure an individual new source does not contribute a cumulatively significant impact. The 10 in one million standard is a health‐protective significance threshold. A risk level of 10 in one million implies a likelihood that up to 10 persons, out of one million equally exposed people would contract cancer if exposed continuously (24 hours per day) to the levels of toxic air contaminants over a specified duration of time. This risk would be an excess cancer that is in addition to any cancer risk borne by a person not exposed to these air toxics. Risk estimates should not be interpreted as the expected rates of disease in the exposed population but rather as an estimate of potential for disease, based on current knowledge and a number of assumptions. It is noted that the 10 in one million incremental threshold is 29 times lower than the background risk (i.e., a probability of 0.00001 for a project versus a background probability of 0.000291).11
The  SCAQMD  has  also  established  non‐carcinogenic  risk  parameters  for  use  in  HRAs.  Noncarcinogenic risks are quantified by calculating a "hazard index," expressed as the ratio between the ambient pollutant concentration and its toxicity or Reference Exposure Level (REL). An REL is a concentration at or below which health effects are not likely to occur. A hazard index of less than 1.0 means that adverse health effects are not expected. Within this analysis, non‐carcinogenic exposures of less than 1.0 are considered less than significant.

4.2  Methodology
This  HRA  evaluates  potential  health  risks  associated  with  the  emission  of  diesel  particulate  matter resulting  from  the  implementation  of  the  proposed  Project.  Construction  equipment  and  associated heavy‐duty truck traffic generate diesel exhaust, which is a known TAC. Diesel exhaust from construction equipment operating at the site poses a health risk to nearby sensitive receptors. Operational activities would also emit TACs from fueling and the use of heavy‐duty diesel trucks.

11  SCAQMD MATES V mapping identifies a background risk of 291 in one million for the project area; refer to Section 3.3.

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Construction Sources
Construction  would  generate  DPM  emissions  from  the  use  of  off‐road  diesel  equipment  required  for demolition, grading and excavation, paving, and other construction activities. For construction activity, DPM  is  the  primary  toxic  air  contaminant  of  concern  because  it  is  the  most  potent  TAC  emitted  from construction and includes hundreds of chemicals. Although DPM is a subset of PM10 exhaust, the analysis conservatively assumes all PM10 exhaust emissions are DPM. On‐road diesel‐powered haul trucks traveling to  and  from  the  construction  area  to  deliver  materials  and  equipment  were  included  in  the  analysis, although they are typically less of a concern because they would not stay on the site for long durations.

Diesel exhaust from construction equipment operating at the site potentially poses a health risk to nearby sensitive receptors. The nearest sensitive receptors are the residences located approximately 95 feet to the west.

Health‐related risks associated with diesel‐exhaust emissions are primarily linked to long‐term exposure and the associated risk of contracting cancer. The use of diesel‐powered construction equipment would be episodic and would occur throughout the project site. Construction is subject to and would comply with California regulations (e.g., California Code of Regulations, Title 13, §§2485 and 2449), which reduce DPM and criteria pollutant emissions from in‐use off‐road diesel‐fueled vehicles and limit the idling of heavy‐duty  construction  equipment  to  no  more  than  five  minutes.  Idling  limits  would  further  reduce nearby sensitive receptors’ exposure to temporary and variable DPM emissions. Furthermore, even during the most intense period of construction, emissions of DPM would be generated from different locations on the project site rather than in a single location because different types of construction activities (e.g., site  preparation  and  building  construction)  would  not  occur  at  the  same  place  at  the  same  time.

Construction emissions rates for PM10 (DPM) were calculated from the CalEEMod construction emissions modeling conducted for the project Air Quality Assessment. The duration of construction activities are anticipated  to  occur  cover  an  approximately  12‐month  period  and  the  analysis  assumes  the  earliest feasible start date (i.e., early 2024).12
Operational Sources
As  previously  described,  CARB  estimates  that  about  70  percent  of  the  cancer  risk  that  the  average Californian faces from breathing toxic air pollutants stems from diesel exhaust particles. This HRA also evaluates potential health risks associated with  the  emission of  benzene. Out of the toxic  compounds emitted from the gasoline stations, benzene, ethylbenzene, and naphthalene have cancer toxicity values.

However, benzene is the TAC which drives the risk, accounting for 87 percent of cancer risk from gasoline vapors  and  constitutes  more  than  three  to  four  times  the  weight  of  gasoline  than  ethylbenzene  and naphthalene,  respectively.  Therefore,  ethylbenzene  and  naphthalene  have  not  been  modeled  and  are instead considered significant in the case that benzene emissions are significant. Additionally, there are substances emitted from gasoline stations, such as toluene and xylene which possess acute adverse health

12  The earliest feasible construction start date has been modeled. Emissions in future years (i.e., due to a later construction start date or operational opening year) would be lower due to phased‐in emissions standards, inspection and maintenance requirements,  and  fleet  turnover).  Specifically,  project  construction  was  modeled  to  start  in  2024.  If  construction commences at a later date, construction impacts would be less than those analyzed due to the use of more energy‐efficient and  cleaner  burning  construction  vehicle  fleet  mix,  pursuant  to  state  regulations  that  require  vehicle  fleet  operators  to phase‐in  less  polluting  heavy‐duty  equipment.  For  emissions  modeling  purposes,  conservatively  analyzing  the  emissions using  the  earliest  feasible  construction  start  date  (i.e.,  2024),  provides  for  a  worst‐case  analysis  and  full  disclosure  of potential air quality impacts, as required by CEQA.

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effects (though not cancer risk). However, it is not until the benzene concentrations are more than two orders of magnitude above the 10 per  million cancer risk threshold that  the  emissions of toluene and xylene  begin  to  cause  adverse  health  effects,  according  to  the  California  Air  Pollution  Control  Officers Association’s  (CAPCOA)  Gasoline  Service  Station  Industrywide  Risk  Assessment  Guidelines.  Therefore, toluene and xylene emissions have not been modeled and are instead considered significant in the case that benzene concentrations are identified at two orders of magnitude above the 10 per million cancer risk threshold.

Fueling Sources. Benzene emissions would occur from the proposed on‐site fuel storage tanks and fuel dispensers. The specific  processes associated with fuel storage  tanks and fuel dispensers  that  emit air toxics include loading, breathing, refueling, and spillage, as described below:
 Loading – Emissions occur when a fuel tanker truck unloads gasoline into the storage tanks. The storage  tank  vapors,  displaced  during  loading,  are  emitted  through  its  vent  pipe.  A  required pressure/vacuum valve installed on the tank vent pipe significantly reduces these emissions.  Breathing – Emissions occur through the storage tank vent pipe as a result of temperature and pressure changes in the tank vapor space.
 Refueling – Emissions occur during motor vehicle refueling when gasoline vapors escape through the vehicle/nozzle interface.
 Spillage – Emissions occur from evaporating gasoline that spills during vehicle refueling.

Fuel dispensing facility emissions were computed based on the maximum anticipated throughput of fuel (i.e., approximately 3.0 million gallons per year). Emissions of benzene, which is a TAC, were computed using  CARB  emission  factors  for  fuel  dispensing  facilities  and  assuming  that  benzene  makes  up  0.46 percent of gasoline vapor.13 Total benzene emissions were calculated at 0.0015 pounds per hour; refer to Appendix A for the details of the calculations. The emission factors conservatively do not reflect control technologies required by any vapor recovery regulations later than 2013 (such as Certification Procedure for Vapor Recovery Systems for Enhanced Conventional [ECO] Nozzles and Low Permeation Conventional Hoses  for  Use  at  Gasoline  Dispensing  Facilities  [CP‐207],  Certification  Procedure  for  Vapor  Recovery Systems at Gasoline Dispensing Facilities [CP‐201]). These emissions factors are currently being updated by CARB.

Mobile Sources. Due to the increased vehicle traffic from the Project, the resulting emissions could also result in pollutant concentrations at existing sensitive receptors. Four daily heavy‐duty delivery truck trips were assumed to access the site and serve the gas station/convenience store, car wash, and drive through.

Emission rates in grams per hour for vehicle idling for PM10 (DPM) was calculated using trip data and CARB 2021 EMission FACtor model version 1.0.2 (EMFAC)14 data for the South Coast portion of Riverside County; refer to Appendix A.

The  emissions rates were  calculated using 2024 emissions factors since  project  construction would  be completed in mid‐2024. Truck emissions were conservatively based on the first possible year of operations for a fleet mix of various aged vehicles, as opposed to average emissions over a 30‐year window. This approach is conservative as it assumes no cleaner technology in future years. Trucks were assumed to

13   CAPCOA, Gasoline Service Station Industrywide Risk Assessment Technical Guidance, September 2021. 14  California Air Resources Board, EMFAC 2021 Web Database, https://arb.ca.gov/emfac/ accessed June 2023.

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travel at a speed of 50 miles per hour (mph) and 25 mph for off‐site truck travel on Clinton Keith Road and Mitchell Road, respectively, and 15 mph for on‐site truck travel.

Dispersion Modeling
Air  dispersion  modeling  was  performed  using  the  U.S.  EPA  AERMOD  dispersion  model.  AERMOD  is  a steady‐state, multiple‐source, Gaussian dispersion model designed for use with emission sources situated in terrain where ground elevations can exceed the stack heights of the emission sources (not a factor in this  case).  AERMOD  requires  hourly  meteorological  data  consisting  of  wind  vector,  wind  speed, temperature, stability class, and mixing height. Surface and upper air meteorological data are provided by the SCAQMD. Surface and upper air meteorological data from the Lake Elsinore Monitoring Station was selected as being the most representative for meteorology based on proximity to the project site.

Construction emissions sources were modeled in AERMOD as line‐volume sources. Line‐volume source are a series of volume sources (volume sources are a three‐dimensional source of diffuse air pollutant emissions  comprised  of  an  area  of  emissions  released  at  a  height  above  ground)  along  a  path  (e.g., vehicular traffic along a roadway segment). Line‐volume sources (i.e., multiple volume sources) are also used to represent construction activities. On‐ and off‐site construction line‐volume sources were assigned release heights of 3.8 meters and 3.2 meters, respectively.

Operational emissions sources used in AERMOD include line‐volume and area sources. Idling emissions were  represented  in  the  model  with  line‐volume  sources  on  the  site.  Truck  travel  emissions  were represented  in  the  model  via  line‐volume  sources  along  local  roads.  An  area  source  was  modeled  to represent refueling emissions. Emissions from heavy trucks were assigned a release height of 3.2 meters and a plume height of 6.29 meters in order to provide a conservative analysis (i.e., using a higher release height would result in a smaller impact by allowing pollutants to disperse before they affect a receptor).

Refer to Appendix A for a depiction of the source and receptor locations.

AERMOD was run to obtain the peak one‐hour and annual average (period) concentration in micrograms per  cubic  meter  (μg/m3)  at  the  closest  sensitive  receptors.  AERMOD  was  used  to  estimate  (a)  annual average concentrations to calculate the Maximum Individual Cancer Risk (MICR), the maximum chronic HI, the zones of impact, and excess cancer burden and (b) peak hourly concentrations to calculate the health impact from substances with acute non‐cancer health effects. To achieve these goals, the receptor grid should extend to cover the zone of impact. In addition, the receptor grid should be fine enough to identify the points of maximum impact. Uniform Cartesian receptors were used to evaluate the locations of  the  maximally  exposed  sensitive  receptors.  According  to  the  SCAQMD,  in  order  “to  identify  the maximum impacted receptors (i.e., peak cancer risk and peak hazard indices) a grid spacing of 100 meters or less must be used” (see page 16 of SCAQMD’s Supplemental Guidelines). Due to the size of the project site, receptors were modeled with a maximum of 50‐meter grid spacing. The receptor grid for the Project includes 281 discrete cartesian receptors (see Appendix A). In addition, National Elevation Dataset (NED) terrain  data  was  imported  into  AERMOD  for  the  Project.  The  modeling  and  analysis  was  prepared  in accordance with the SCAQMD Modeling Guidance for AERMOD.15 Note that the concentration estimates developed using this methodology is considered conservative and is not a specific prediction of the actual concentrations that would occur as a result of the Project at any

15  South  Coast  Air  Quality  Management  District,  SCAQMD  Modeling  Guidance  for  AERMOD,  http://www.aqmd.gov/home/air‐ quality/meteorological‐data/modeling‐guidance. Accessed June 2023.

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one  point  in  time.  Actual  24‐hour  and  annual  average  and  concentrations  are  dependent  on  many variables, particularly the number and type of equipment working at specific distances during time periods of adverse meteorology.

Risk and Hazard Assessment
Cancer Risk
Based  on  the  OEHHA  methodology,  residential  inhalation  cancer  risk  from  annual  average  DPM  and benzene concentrations are calculated by multiplying the daily inhalation dose, cancer potency factor, age sensitivity factor (ASF), frequency of time spent at home, and exposure duration divided by averaging time, yielding the excess cancer risk. These factors are discussed in more detail below. It is important to note that exposure duration is based on continual heavy truck operation along nearby roadways. Exposure through inhalation (Dose‐air) is a function of breathing rate, exposure frequency, and concentration of substance in the air. To estimate cancer risk, the dose was estimated by applying the following formula to each ground‐level concentration:

Dose‐air = Cair*(BR/BW)*A*EF*10‐6

Dose‐air =  dose through inhalation (mg/kg/day)
Cair =  air concentration (μg/m3) from air dispersion model (DBR/BW) =  daily breathing rate normalized to body weight (L/kg bodyweight‐day) A =  inhalation absorption factor (unitless)
EF =  exposure frequency (approximately 350 days per year for residential) 10‐6 =  conversion factor (micrograms to milligrams, liters to cubic meters)

OEHHA developed ASFs to consider the increased sensitivity to carcinogens during early‐life exposure. In the absence of chemical‐specific data, OEHHA recommends default ASFs and other exposure factors are presented in Table 2: .

Table 2: Exposure Assumptions
Age
Exposure
Frequency
(days/year)
Daily
Breathing Rate
(L/kg BW‐day2)
Age
Sensitivity
Factor1 (ASF)
Fraction of
Time at
Home (FAH)
Exposure
Duration
(years)
Residential
Third trimester   350  361  10  85%  0.25
0 to 2 years  350  1,090  10  85%  2
Ages 2 through 8 years  350  631  3  72%  7
Ages 9 through 15 years  350  572  3  72%  7
Ages 16 and greater  350  261  1  73%  14
Worker3  250  230  1  N/A  25
Student3  180  640  3  N/A  9

1.  Accounts for potential increased sensitivity to carcinogens during childhood.

2.  Daily breathing rate normalized to body weight (L/kg body weight ‐  day) (95th percentile for less than two years old and 80th percentile for two years old and greater).

3.  Worker and Student breathing rates are 95th percentile 8‐hour breathing rates based on moderate intensity activity.

Source: California Office of Environmental Health Hazard Assessment, Air Toxics Program Guidance Manual for the Preparation of Health Risk Assessments, February 2015.

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Fraction of time at home (FAH) during the day is used to adjust exposure duration and cancer risk from a specific  facility’s  emissions,  based  on  the  assumption  that  exposure  to  the  facility’s  emissions  are  not occurring away from home. OEHHA recommends the FAH values presented in Table 2.

To estimate the cancer risk, the dose is multiplied by the cancer potency factor, the ASF, the exposure duration divided by averaging time, and the frequency of time spent at home (for residents only):

Riskinh‐res = (Doseair*CPF*ASF*(ED/AT)*FAH)

Riskinh‐res =  residential inhalation cancer risk (potential chances per million) Doseair =  daily dose through inhalation (mg/kg‐day)
CPF =  inhalation cancer potency factor (mg/kg‐day‐1)
ASF =  age sensitivity factor for a specified age group (unitless) ED =  exposure duration (years)
AT =  averaging time of lifetime cancer risk (years)
FAH =  fraction of time spent at home (unitless)

Chronic Non‐Cancer Hazard
Non‐cancer chronic impacts are calculated by dividing the annual average concentration by the REL for that substance. The REL is defined as the concentration at which no adverse non‐cancer health effects are anticipated. The following equation was used to determine the non‐cancer risk:

Hazard Index = Ci/RELi

Ci =  concentration in the air of substance i (annual average concentration in μg/m3) RELi =  chronic noncancer Reference Exposure Level for substance (μg/m3)

Acute Non‐Cancer Hazard
The potential for acute non‐cancer hazards is evaluated by comparing the maximum short‐term exposure level  to  an  acute  REL.  RELs  are  designed  to  protect  sensitive  individuals  within  the  population.  The calculation of acute non‐cancer impacts is similar to the procedure for chronic non ‐cancer impacts. The
equation is as follows:

Acute HQ =  Maximum Hourly Air Concentration (μg/m3) / Acute REL (μg/m3)

Health Risk Computation
A  health  risk  computation  was  performed  to  determine  the  risk  of  developing  an  excess  cancer  risk calculated on a 30‐year exposure scenario and the daily breathing rates, age sensitivity factors, exposure duration, and fraction of time at home specified in the OEHHA Air Toxics Program Guidance Manual for the Preparation of Health Risk Assessments (February 2015). Health risks were analyzed at the point of maximum impact and are a conservative estimate. The pollutant concentrations are then used to estimate the long‐term cancer health risks to an individual as well as the non‐cancer chronic health index. Non‐ residential  sensitive  receptors  (i.e.,  schools)  were  assumed  to  have  residential  inhalation  dose  and exposure factors to provide a conservative estimate.

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The off‐site impacts would occur from the diesel trucks accessing the proposed Project. The cancer and chronic health risks are based on the annual average concentration of PM10 (used as a proxy for DPM). As noted  above,  the  chronic  and  carcinogenic  health  risk  calculations  are  based  on  the  standardized equations contained in the U.S. EPA Human Health Evaluation Manual (1991) and the OEHHA Guidance Manual (2015).

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5  POTENTIAL HEALTH RISK IMPACTS
CARB identified DPM as a TAC in 1998. Mobile sources (including trucks, buses, automobiles, trains, ships, and farm equipment) are by far the largest source of diesel emissions. The exhaust from diesel engines includes  hundreds  of  different  gaseous  and  particulate  components,  many  of  which  are  toxic.  Diesel exhaust is composed of two phases, either gas or particulate – both contribute to the risk. The gas phase is  composed  of  many  of  the  urban  TACs,  such  as  acetaldehyde,  acrolein,  benzene,  1,3‐butadiene, formaldehyde, and polycyclic aromatic hydrocarbons. The particulate phase has many different types that can be classified by size or composition. The sizes of diesel particulates of greatest health concern are fine and ultrafine particles. These particles may be composed of elemental carbon with adsorbed compounds such as organics, sulfates, nitrates, metals, and other trace elements. Diesel exhaust is emitted from a broad range of on‐ and off‐road diesel engines. As the Project is proposed near existing residences, an analysis of DPM was performed using the U.S. EPA‐approved AERMOD model.

Benzene is also a TAC. The majority of benzene emitted in California comes from motor vehicles, including evaporative leakage and unburned fuel exhaust. Benzene is highly carcinogenic and occurs throughout California. Benzene also has non‐cancer health effects. As the Project is proposing to dispense gasoline, an analysis of benzene was performed using the U.S. EPA‐approved AERMOD model.

According to OEHHA, if multiple substances are emitted, the non‐cancer risk from each of the individual substances is summed only if they affect same organ system. While DPM is particularly associated with increased  potential  for  lung  cancer,  diesel  exhaust  has  many  individual  substances  contained  in  it, including benzene. Therefore, the non‐cancer risk from each of the Project‐emitting substances, DPM and benzene,  are  summed  to  give  the  total  non‐cancer  risk  for  the  entire  facility  at  the  receptor  location.

Cancer risks from different substances are treated additively in the Hot Spots Program in part because many carcinogens act through the common mechanism of DNA damage. However, this assumption fails to  take  into  account  the  limited  information  on  substance  interactions.  The  overall  uncertainty  in  the cancer  potency  factors  and  the  variability  in  the  human  population  is  probably  far  greater  than  the uncertainty from the assumption of additivity.

5.1  Carcinogenic Risk
As noted above, based on the CARB Air Quality and Land Use Handbook, the Project would be considered a small gasoline dispensing facility with a fuel throughput of less than 3.6 million gallons per year (the Project is anticipated to have an initial throughput of 1.8 million gallons per year and up to 3.0 million gallons per year. This analysis conservatively analyzed a maximum throughput of 3.0 million gallons per year. Additionally, the dispensing facility would be located greater than 50 feet from the property line adjacent to residential land uses, and is expected to produce a risk of less than 10 according to the CAPCOA Gasoline  Service  Station  Industry‐wide  Risk  Assessment  Guidelines.  Nonetheless,  health  risks  from  the Project are conservatively quantified in this analysis.

The Project would be required to install vapor recovery systems per CARB’s ATCM, comply with CARB’s Vapor  Recovery  System  Certification  Procedure,  and  Use  Enhanced  Conventional  (ECO)  and  Enhanced ORVR‐Vehicle Recognition (EOR) nozzles, among others. The Project would also be required to comply City of Murrieta  Clinton Keith Road and Mitchell Road Shopping Center Health Risk Assessment
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with  SCAQMD  Rule  201  (Permit  to  Construct),  Rule  203  (Permit  to  Operate),  and  Rule  461  (Gasoline Transfer and Dispensing). These regulations are required to reduce gas station emissions.

Table 3: Risk Assessment Results shows that carcinogenic risk resulting from the Project would not exceed the 10 in one million threshold. The calculations conservatively assume no cleaner technology with lower emissions in future years. Table 3 shows that at the maximally exposed receptor, construction risk would be 5.19 in one million and operational risk (including the gas dispensing facility) would be 2.15 in one million. Worst‐case worker and student exposure would also not exceed the 10 in one million threshold.

Therefore, carcinogenic hazards are calculated to be within acceptable limits and impacts would be less than significant.

Table 3: Risk Assessment Results
Receptors
Cancer Risk (per million)1, 2, 3
Construction
Operations  Construction
and
Operations
Combined4 Trucks
Gas
Dispensing
Facility
Total
Operations
Residences
Approximately 95 feet west  5.19  0.30  0.83  1.13  6.26 Approximately 132 feet south   4.68  0.32  1.83  2.15  6.77 Senior Care approximately 1,780 feet west  0.16  0.02  0.03  0.05  0.20 Significance Threshold
(Risk per Million)  10  10  10  10  10
Exceeds Significance Threshold?  No  No  No  No  No
Worker Exposure
Approximately 50 feet east  1.58  0.19  0.02  0.20  1.77 Significance Threshold
(Risk per Million)  10  10  10  10  10
Exceeds Significance Threshold?  No  No  No  No  No
Student Exposure
Childcare Center (Under Construction)
located approximately 400 feet east  0.14  0.02  0.00  0.02  0.16 Antelope Hills Elementary School located
approximately 470 feet south  0.16  0.02  0.00  0.02  0.18 Significance Threshold
(Risk per Million)  10  10  10  10  10
Exceeds Significance Threshold?  No  No  No  No  No

1.  The reported risk is at the closest receptor (maximally exposed individual receptor (MEIR)) for each exposure category.

2.  Risk from construction and trucks is from PM10 and risk from the Gas Dispensing Facility is benzene.

3.  The maximum cancer risk is based on worst‐case exposure durations for the Project, 95th percentile breathing rates for less than two years old  and  80th  percentile  for  two  years  old  and  greater,  and  30‐,  25‐,  and  9‐year  averaging  time  for  residences,  workers,  and  students, respectively.

4.  As cancer risk accumulates over time, the combined risk evaluates cancer risk with operational exposure starting at the end of construction.

The combined risk assumes construction exposure starts from the third trimester for a year (12‐month construction period) and operational exposure starts immediately after construction continues for 29 years for a total exposure period of 30 years.

Refer to Appendix A: Modeling Data.

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5.2  Non‐Carcinogenic Hazards
The significance thresholds for TAC exposure also require an evaluation of non‐cancer risk stated in terms of a hazard index. Non‐cancer chronic impacts are calculated by dividing the annual average concentration by the REL for that substance. The REL is defined as the concentration at which no adverse non‐cancer health effects are anticipated. The potential for acute non‐cancer hazards is evaluated by comparing the maximum short‐term exposure level to an acute REL. RELs are designed to protect sensitive individuals within the population. The calculation of acute non‐cancer impacts is similar to the procedure for chronic non‐cancer impacts.

RELs are designed to protect sensitive individuals within the population. According to OEHHA, the REL for DPM is 5 and the target organ is the respiratory system.16 There is no acute REL for DPM and the acute health risk cannot be calculated. The chronic and acute REL for benzene is 3 and 27, respectively and the target organ is the hematologic system.

Acute and chronic impacts are shown in Table 4: Chronic and Acute Hazard Assessment Results. An acute or  chronic  hazard  index  of  1.0  is  considered  individually  significant.  The  hazard  index  is  calculated  by dividing  the  acute  or  chronic  exposure  by  the  reference  exposure  level.  Table  4  shows  that  non‐ carcinogenic hazards are calculated to be within acceptable limits and a less than significant impact would occur.

Table 4: Chronic and Acute Hazards Assessment Results
Emissions Sources  Chronic Hazard  Acute Hazard
Residential Receptors
Construction  0.009  N/A
Trucks  0.000  N/A
Gas Dispensing Facility  0.005  0.013
Threshold  1.0  1.0
Threshold Exceeded?  No  No
Worker Receptors
Construction  0.018  N/A
Trucks  0.000  N/A
Gas Dispensing Facility  0.000  0.011
Threshold  1.0  1.0
Threshold Exceeded?  No  No
Student Receptors
Construction  0.001  N/A
Trucks  0.000  N/A
Gas Dispensing Facility  0.000  0.003
Threshold  1.0  1.0
Threshold Exceeded?  No  No
Refer to Appendix A: Modeling Data.

16  California Office of Environmental Health Hazard Assessment, OEHHA Acute, 8‐hour and Chronic Reference Exposure Level (REL) Summary, https://oehha.ca.gov/air/general‐info/oehha‐acute‐8‐hour‐and‐chronic‐reference‐exposure‐level‐rel‐summary. Accessed June 2023.

City of Murrieta  Clinton Keith Road and Mitchell Road Shopping Center Health Risk Assessment
November 2023
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5.3  Conclusion
As  described  above,  impacts  related  to  cancer  risk  would  be  less  than  significant.  Additionally,  non‐ carcinogenic hazards are calculated to be within acceptable limits. It should be noted that the impacts assess the Project’s incremental contribution to health risk impacts, consistent with the OEHHA guidance and methodology. The SCAQMD has not established separate cumulative thresholds and does not require combining  impacts  from  cumulative  projects.  The  SCAQMD  considers  projects  that  do  not  exceed  the project‐specific  thresholds  to  generally  not  be  cumulatively  significant.  Therefore,  impacts  related  to health risk from the Project would be less than significant.

Mitigation Measures: No mitigation measures are required.

Level of Significance: Less than significant.

City of Murrieta  Clinton Keith Road and Mitchell Road Shopping Center Health Risk Assessment
November 2023
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6  REFERENCES

1. California  Air  Pollution  Control  Officers  Association,  Gasoline  Service  Station  Industrywide  Risk Assessment Technical Guidance Manual, 2021.

2. California Air Pollution Control Officers Association, Health Risk Assessment for Proposed Land Use Projects, July 2009.

3. California Air Resources Board, Air Quality and Land Use Handbook, 2005.

4. California Air Resources Board, EMFAC 2021 Web Database, www.arb.ca.gov/emfac, accessed June 19, 2023.

5. California Air Resources Board, Gasoline Service Station Industrywide Risk Assessment Supplemental Policy Guidance Document, 2022.

6. California  Air  Resources  Board,  Overview:  Diesel  Exhaust  &  Health,  available  at:
https://ww2.arb.ca.gov/resources/overview‐diesel‐exhaust‐and‐health, accessed June 20, 2023.

7. California  Air  Resources  Board,  Risk  Reduction  Plan  to  Reduce  Particulate  Matter  Emissions  from Diesel‐Fueled Engines and Vehicles, October 2000.

8. California  Office  of  Environmental  Health  Hazard  Assessment,  Air  Toxics  Hot  Spots  Program  Risk Assessment Guidelines, August 2003.

9. California  Office  of  Environmental  Health  Hazard  Assessment,  Air  Toxics  Hot  Spots  Program  Risk Assessment Guidance Manual for Preparation of Health Risk Assessments, February 2015.

10. Health  Effects  Institute,  Advanced  Collaborative  Emissions  Study  (ACES):  Lifetime  Cancer  and  Non‐ Cancer Assessment in Rats Exposed to New‐Technology Diesel Exhaust, January 2015.

11. Kimley‐Horn,  Focused  Traffic  Analysis  for  the  Proposed  Clinton  Keith  Road  Project  in  the  City  of Murrieta, October 2022.

12. Lakes Environmental, AERMOD View Gaussian Plume Air Dispersion Model, Version 11.2.0.

13. Ralph  Propper,  et  al.,  Ambient  and  Emission  Trends  of  Toxic  Air  Contaminants  in  California, Environmental Science and Technology, September 2015.

14. United  States  Environmental  Protection  Agency,  Exposure  Factors  Handbook:  2011  Edition, September 2011.

15. United States Environmental Protection Agency, Human Health Evaluation Manual, 1991.

16. United States Environmental Protection Agency, Control of Air Pollution from New Motor Vehicles:

Heavy‐Duty Engine and Vehicle Standards and Highway Diesel Fuel Sulfur Control Requirements, Final Rule. 40 Code of Federal Regulations, Parts 69, 80, and 86, January 18, 2000.

Appendix A
Modeling Data

Construction Rates
Schedule Construction Vehicles
Work Weighted
Year Phase Start End Days Vendor Hauling Vendor Hauling Vendor Hauling Trip length
2024 Grading 1/1/2024 4/30/2024 87 0 0 0 0
2024 Building 5/1/2024 12/31/2024 175 1.045682 0 183 0
2024 Paving 11/1/2024 11/17/2024 11 0 0 0 0
2024 Coating 12/18/2024 12/31/2024 10 0 0 0 0

1.045682 0 183 0 10.2 20 10.2
PM
10 Exhaust
On-Site Construction PM10 Exhaust (tons/yr) Off-Site Construction PM 10 Exhaust (tons/yr) Year Phase Days Unmitigated Unmitigated Year Phase Unmitigated Unmitigated 2024 Grading 87 3.23E-02 2.81E+00 2024 Grading 0.00E+00 0.00E+00 2024 Building 175 4.00E-02 6.99E+00 2024 Building 4.12E-05 7.20E-03 2024 Paving 11 1.71E-03 1.88E-02 2024 Paving 0.00E+00 0.00E+00 2024 Coating 10 1.59E-04 1.59E-03 2024 Coating 0.00E+00 0.00E+00 Total 2024 262 3.75E-02 2.75E-05
g/s: 0.004508 g/s: 0.000003
Total Days: 262
On-Site Weighted (g/s): 0.00450842
*total days exclude overlap
PM10 Exhaust Off-Site
Unmitigated
g/s g/s per mile Weighted g/s
2024 0.000003 3.2397E-07 3.24E-07
Construction Route
Length
(meters)
Length
(Miles)
Unmitigated
Emission Rate
(g/sec)
AERMOD
Unitized Rate
(g/s)
SLINE2 Mitchell-Clinton Keith 757 0.47 1.52E-07 1

0.47 1.52E-07
Conversions:
1 ton = 907184.7 grams
Const Hrs 8 per day
1 hour = 3600 seconds
1 meter = 0.000621371 miles
Trips/Day Total Trips Miles/Trip
Operational Emissions Rates
On-Site Truck and TRU
Speed Trips Truck TRU Length Length Truck TRU Emission Rate (mph) (veh/day) (g/mi) (g/hr) (meters) (mi) (g/day) (g/day) (g/sec) On-Site Travel 15 2 0.016384433 1.405907534 247.9 0.154037871 0.005047646 0.028875067 3.92624E-07 Speed Trips Truck TRU Duration Truck TRU Emission Rate
(mph) (veh/day) (g/trip) (g/hr) (hr/veh) (g/day) (g/day) (g/sec) On-Site Idle Idle 1 0.001798515 1.405907534 0.25 0.000449629 0.351476884 4.07322E-06 Off-Site (AERMOD Source Group) Truck TRU Truck TRU Total AERMOD Unitized
Rate
Truck+TRU (mph) (veh/day) (g/mi) (g/hr) (meters) (mi) (g/day) (g/day) (g/sec) (g/sec) Clinton Keith 50 1 0.013757994 1.405907534 651.7 0.404947481 0.005571265 0.011386374 1.96269E-07 0.841663438 Mitchell Road 25 1 0.012317899 1.405907534 122.6 0.076180085 0.000938379 0.004284086 6.04452E-08 0.158336562

2.56714E-07
Source: Emissions rates from CARB EMFAC2021 and CARB OFFROAD.

Fueling Station - TOG Emissions Factors and Annual Emissions Emissions Source
Annual Gasoline
Throughput
(gallons/year)
TOG Emissions
Factor
(lb/1,000 gallon)1
TOG Annual
Emissions
(lbs/year)
Benzene
Emission Rate
(lbs/hr)
Benzene
Emission Rate
(g/s)
3,000,000
Fueling (Non-ORVR Vehicles) 0.42 1,260.0 0.000431507 5.44E-05 Fueling (ORVR Vehicles) 0.021 63.0 2.15753E-05 2.72E-06 Loading (Bulk Transfer Losses) 0.15 450.0 0.00015411 1.94E-05 Breathing (Pressure Driven Losses) 0.024 72.0 2.46575E-05 3.11E-06 Hose Permeation (Gasoline Hose Losses) 0.009 27.0 9.24658E-06 1.17E-06 Total Transfer and Pressure Losses 1,872.0 0.000641096 8.08E-05 Fueling - Spillage 0.24 720.0 0.000821918 1.04E-04
Total Transfer/Pressure and Spillage 2,592.0 0.001463014 1.84E-04 Source: CAPCOA and CARB, Gasoline Service Station Industrywide Risk Assessment Technical Guidance, Table 7, September 2021.

The emission factors do not reflect control technologies required by any Vapor Recovery regulations later than 2013. Regulations later than 2013 include:
- CerAficaAon Procedure for Vapor Recovery Systems for Enhanced ConvenAonal (ECO) Nozzles and Low PermeaAon ConvenAonal Hoses for Use at Gasoline Dispensing FaciliAes (CP-207) - Certification Procedure for Vapor Recovery Systems at Gasoline Dispensing Facilities (CP-201) Amended Certification Procedure for Enhanced Conventional (ECO) Nozzles and Low Permeation Conventional Hoses for Use at Gasoline Dispensing Facilities (CP-207) Source: EMFAC2021 (v1.0.2) Emission Rates Idle (g/trip) 15 mph (g/mi) 25 mph (g/mi) 50 mph (g/mi) Region Type: Sub-Area Weighted Rates 0.001798515 0.016384433 0.012317899 0.013757994 Region: Riverside (SC)
Calendar Year: 2024
Season: Annual
Vehicle Classification: EMFAC2007 Categories
Units: miles/day for CVMT and EVMT, trips/day for Trips, g/mile for RUNEX, PMBW and PMTW, g/trip for STREX, HOTSOAK and RUNLOSS, g/vehicle/day for IDLEX and DIURN. PHEV calculated based on total VMT.

Region Calendar YearVehicle CategoryModel YearSpeed Fuel Population Total VMT Trips PM10_IDLEX Riverside (SC) 2024 HHDT Aggregate Aggregate Gasoline 7.589476 347.9694468 151.8502339 0 0 Riverside (SC) 2024 HHDT Aggregate Aggregate Diesel 14792.02 1911347.779 229293.2921 0.029868605 441.8171013 Riverside (SC) 2024 HHDT Aggregate Aggregate Electricity 47.99548 5148.201829 665.8337876 0 0 Riverside (SC) 2024 HHDT Aggregate Aggregate Natural Gas 740.0705 50458.80082 6456.929725 0.035258124 26.09349804 Riverside (SC) 2024 LHDT2 Aggregate Aggregate Gasoline 2494.679 89754.81853 37167.00269 0 0 Riverside (SC) 2024 LHDT2 Aggregate Aggregate Diesel 6844.928 254103.3578 86100.58576 0.027309196 186.9294827 Riverside (SC) 2024 LHDT2 Aggregate Aggregate Electricity 13.84899 969.5349487 183.3187155 0 0 Riverside (SC) 2024 MHDT Aggregate Aggregate Gasoline 1238.003 49965.95549 24769.96202 0 0 Riverside (SC) 2024 MHDT Aggregate Aggregate Diesel 12954.37 564761.4751 153141.8055 0.024163506 313.0229411 Riverside (SC) 2024 MHDT Aggregate Aggregate Electricity 40.46426 2074.722372 505.1110406 0 0 Riverside (SC) 2024 MHDT Aggregate Aggregate Natural Gas 158.0466 7505.331205 1397.175376 0.019200837 3.034627542 Region Calendar YearVehicle CategoryModel YearSpeed Fuel Total VMT PM10_RUNEX Riverside (SC) 2024 HHDT Aggregate 15 Gasoline 0.547653 0.004231521 0.002317405 Riverside (SC) 2024 HHDT Aggregate 15 Diesel 2255.263 0.009040197 20.38802157 Riverside (SC) 2024 HHDT Aggregate 15 Electricity 6.792878 0 0 Riverside (SC) 2024 HHDT Aggregate 15 Natural Gas 87.1454 0.006035475 0.525963867 Riverside (SC) 2024 LHDT2 Aggregate 15 Gasoline 165.7698 0.001880477 0.311726371 Riverside (SC) 2024 LHDT2 Aggregate 15 Diesel 306.9396 0.065221173 20.01896238 Riverside (SC) 2024 LHDT2 Aggregate 15 Electricity 1.346932 0 0 Riverside (SC) 2024 MHDT Aggregate 15 Gasoline 110.3185 0.002880359 0.317756864 Riverside (SC) 2024 MHDT Aggregate 15 Diesel 1518.897 0.020886948 31.7251256 Riverside (SC) 2024 MHDT Aggregate 15 Electricity 5.288109 0 0 Riverside (SC) 2024 MHDT Aggregate 15 Natural Gas 17.63508 0.002604792 0.045935705 Region Calendar YearVehicle CategoryModel YearSpeed Fuel Total VMT PM10_RUNEX Riverside (SC) 2024 HHDT Aggregate 25 Gasoline 4.898271 0.002320489 0.011366384 Riverside (SC) 2024 HHDT Aggregate 25 Diesel 21381.31 0.006740754 144.1261784 Riverside (SC) 2024 HHDT Aggregate 25 Electricity 58.31501 0 0 Riverside (SC) 2024 HHDT Aggregate 25 Natural Gas 661.0301 0.003901545 2.579038733 Riverside (SC) 2024 LHDT2 Aggregate 25 Gasoline 2532.376 0.001183086 2.99601846 Riverside (SC) 2024 LHDT2 Aggregate 25 Diesel 6221.518 0.045067631 280.3890744 Riverside (SC) 2024 LHDT2 Aggregate 25 Electricity 24.76454 0 0 Riverside (SC) 2024 MHDT Aggregate 25 Gasoline 1416.372 0.001494475 2.11673253 Riverside (SC) 2024 MHDT Aggregate 25 Diesel 16808.58 0.010453744 175.7126063 Riverside (SC) 2024 MHDT Aggregate 25 Electricity 60.70918 0 0 Riverside (SC) 2024 MHDT Aggregate 25 Natural Gas 212.507 0.001676366 0.35623943 Region Calendar YearVehicle CategoryModel YearSpeed Fuel Total VMT PM10_RUNEX Riverside (SC) 2024 HHDT Aggregate 50 Gasoline 23.90323 0.001268872 0.030330133 Riverside (SC) 2024 HHDT Aggregate 50 Diesel 91742.18 0.017104445 1569.199166 Riverside (SC) 2024 HHDT Aggregate 50 Electricity 244.3433 0 0 Riverside (SC) 2024 HHDT Aggregate 50 Natural Gas 2718.035 0.001807814 4.913701643 Riverside (SC) 2024 LHDT2 Aggregate 50 Gasoline 6725.738 0.000755474 5.081117141 Riverside (SC) 2024 LHDT2 Aggregate 50 Diesel 15166.27 0.02107577 319.6408925 Riverside (SC) 2024 LHDT2 Aggregate 50 Electricity 62.06251 0 0 Riverside (SC) 2024 MHDT Aggregate 50 Gasoline 4149.893 0.000737995 3.062600115 Riverside (SC) 2024 MHDT Aggregate 50 Diesel 47970.24 0.008979295 430.7389369 Riverside (SC) 2024 MHDT Aggregate 50 Electricity 173.5862 0 0 Riverside (SC) 2024 MHDT Aggregate 50 Natural Gas 599.8164 0.000600089 0.359943219 Model Output: OFFROAD2021 (v1.0.4) Emissions Inventory
Region Type: Sub-Area
Region: Riverside (SC)
Calendar Year: 2024
Scenario: All Adopted Rules - Exhaust
Vehicle Classification: OFFROAD2021 Equipment Types
Units: tons/day for Emissions, gallons/year for Fuel, hours/year for Activity, Horsepower-hours/year for Horsepower-hours g/hour
Region
Calendar YearVehicle CategoryModel YearHorsepower BinFuel PM10_tpd Total_Activity_hpyTotal_Population PM10 Riverside (SC) 2024 Transport Refrigeration Unit - Instate GensetAggregate 25 Diesel 0.000421 126167.62 161.49775 178.4062696 Riverside (SC) 2024 Transport Refrigeration Unit - Instate GensetAggregate 50 Diesel 0.000228 88532.11 113.27 96.74109694 Riverside (SC) 2024 Transport Refrigeration Unit - Instate TrailerAggregate 25 Diesel 0.005721 1242929.5 693.69 1057.279541 Riverside (SC) 2024 Transport Refrigeration Unit - Instate TrailerAggregate 50 Diesel 0.004878 1980461.73 1105.34 901.4402614 Riverside (SC) 2024 Transport Refrigeration Unit - Instate TruckAggregate 23 Diesel 0.002461 447753 387.24 704.8273612 Riverside (SC) 2024 Transport Refrigeration Unit - Out-Of-State GensetAggregate 25 Diesel 0.000401 112304.99 905.63557 1069.771054 Riverside (SC) 2024 Transport Refrigeration Unit - Out-Of-State GensetAggregate 50 Diesel 0.000215 59775.96 481.98 574.1103799 Riverside (SC) 2024 Transport Refrigeration Unit - Out-Of-State TrailerAggregate 25 Diesel 0.006488 1306456.4 4803.05 7898.023557 Riverside (SC) 2024 Transport Refrigeration Unit - Out-Of-State TrailerAggregate 50 Diesel 0.00209 553602.17 2035.22 2544.22649 Weighted Rate (g/hr): 1.405907534

Construction Risk
On-Site Off-Site
Emissions Rate (g/s): 0.0045084 1.52E-07
Concentration
Discrete Receptor ID [µg/m^3] at 1 g/s Unmitigated Residential Dose Risk by Age Group X Y X, Y On-Site Off-Site On-Site Off-Site Total 3rd 0<2 2<9 9<16 16<30 3rd 0<2 2<9 9<16 16<30 Total Risk 1 UCART1 482838.21 3717227.27 482838.21, 3717227.270.17151 0.12172 0.0007732 1.855E-08 0.00077 2.7E-07 8.1E-07 4.7E-07 4.2E-07 1.9E-07 8.9E-09 8.1E-08 0.0E+00 0.0E+00 0.0E+00 9.0E-08 2 UCART1 482888.21 3717227.27 482888.21, 3717227.270.19354 0.13682 0.0008726 2.085E-08 0.00087 3.0E-07 9.1E-07 5.3E-07 4.8E-07 2.2E-07 1.0E-08 9.1E-08 0.0E+00 0.0E+00 0.0E+00 1.0E-07 3 UCART1 482988.21 3717227.27 482988.21, 3717227.270.24586 0.17457 0.0011084 2.66E-08 0.00111 3.8E-07 1.2E-06 6.7E-07 6.1E-07 2.8E-07 1.3E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.3E-07 4 UCART1 483038.21 3717227.27 483038.21, 3717227.270.27439 0.19675 0.0012371 2.998E-08 0.00124 4.3E-07 1.3E-06 7.5E-07 6.8E-07 3.1E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 5 UCART1 483088.21 3717227.27 483088.21, 3717227.270.30168 0.21974 0.0013601 3.349E-08 0.00136 4.7E-07 1.4E-06 8.2E-07 7.5E-07 3.4E-07 1.6E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 6 UCART1 483138.21 3717227.27 483138.21, 3717227.270.32233 0.23862 0.0014532 3.636E-08 0.00145 5.0E-07 1.5E-06 8.8E-07 8.0E-07 3.6E-07 1.7E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 7 UCART1 483188.21 3717227.27 483188.21, 3717227.270.33146 0.25305 0.0014944 3.856E-08 0.00149 5.2E-07 1.6E-06 9.0E-07 8.2E-07 3.7E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 8 UCART1 483238.21 3717227.27 483238.21, 3717227.270.34129 0.26913 0.0015387 4.101E-08 0.00154 5.3E-07 1.6E-06 9.3E-07 8.4E-07 3.9E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 9 UCART1 483288.21 3717227.27 483288.21, 3717227.270.33851 0.28073 0.0015261 4.278E-08 0.00153 5.3E-07 1.6E-06 9.2E-07 8.4E-07 3.8E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 10 UCART1 483338.21 3717227.27 483338.21, 3717227.270.32941 0.28744 0.0014851 4.38E-08 0.00149 5.1E-07 1.6E-06 9.0E-07 8.1E-07 3.7E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 11 UCART1 483388.21 3717227.27 483388.21, 3717227.270.31186 0.28919 0.001406 4.407E-08 0.00141 4.9E-07 1.5E-06 8.5E-07 7.7E-07 3.5E-07 1.6E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 12 UCART1 483438.21 3717227.27 483438.21, 3717227.270.2922 0.29099 0.0013174 4.434E-08 0.00132 4.6E-07 1.4E-06 8.0E-07 7.2E-07 3.3E-07 1.5E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 13 UCART1 483488.21 3717227.27 483488.21, 3717227.270.26786 0.28704 0.0012076 4.374E-08 0.00121 4.2E-07 1.3E-06 7.3E-07 6.6E-07 3.0E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 14 UCART1 483788.21 3717227.27 483788.21, 3717227.270.13553 0.21021 0.000611 3.203E-08 0.00061 2.1E-07 6.4E-07 3.7E-07 3.4E-07 1.5E-07 7.1E-09 6.4E-08 0.0E+00 0.0E+00 0.0E+00 7.1E-08 15 UCART1 482838.21 3717277.27 482838.21, 3717277.270.19329 0.13337 0.0008714 2.032E-08 0.00087 3.0E-07 9.1E-07 5.3E-07 4.8E-07 2.2E-07 1.0E-08 9.1E-08 0.0E+00 0.0E+00 0.0E+00 1.0E-07 16 UCART1 482888.21 3717277.27 482888.21, 3717277.270.2223 0.15246 0.0010022 2.323E-08 0.001 3.5E-07 1.0E-06 6.1E-07 5.5E-07 2.5E-07 1.2E-08 1.0E-07 0.0E+00 0.0E+00 0.0E+00 1.2E-07 17 UCART1 482988.21 3717277.27 482988.21, 3717277.270.29554 0.20301 0.0013324 3.094E-08 0.00133 4.6E-07 1.4E-06 8.1E-07 7.3E-07 3.3E-07 1.5E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 18 UCART1 483038.21 3717277.27 483038.21, 3717277.270.3382 0.23457 0.0015247 3.575E-08 0.00152 5.3E-07 1.6E-06 9.2E-07 8.4E-07 3.8E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 19 UCART1 483088.21 3717277.27 483088.21, 3717277.270.38046 0.26843 0.0017153 4.091E-08 0.00172 5.9E-07 1.8E-06 1.0E-06 9.4E-07 4.3E-07 2.0E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 20 UCART1 483138.21 3717277.27 483138.21, 3717277.270.41761 0.30183 0.0018828 4.6E-08 0.00188 6.5E-07 2.0E-06 1.1E-06 1.0E-06 4.7E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 21 UCART1 483188.21 3717277.27 483188.21, 3717277.270.44383 0.33116 0.002001 5.047E-08 0.002 6.9E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.3E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 22 UCART1 483238.21 3717277.27 483238.21, 3717277.270.4535 0.35115 0.0020446 5.351E-08 0.00204 7.1E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.4E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.4E-07 23 UCART1 483288.21 3717277.27 483288.21, 3717277.270.44373 0.36186 0.0020005 5.514E-08 0.002 6.9E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.3E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 24 UCART1 483338.21 3717277.27 483338.21, 3717277.270.42068 0.36595 0.0018966 5.577E-08 0.0019 6.6E-07 2.0E-06 1.1E-06 1.0E-06 4.7E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 25 UCART1 483388.21 3717277.27 483388.21, 3717277.270.3949 0.36866 0.0017804 5.618E-08 0.00178 6.2E-07 1.9E-06 1.1E-06 9.8E-07 4.5E-07 2.1E-08 1.9E-07 0.0E+00 0.0E+00 0.0E+00 2.1E-07 26 UCART1 483438.21 3717277.27 483438.21, 3717277.270.35966 0.36527 0.0016215 5.566E-08 0.00162 5.6E-07 1.7E-06 9.8E-07 8.9E-07 4.1E-07 1.9E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.9E-07 27 UCART1 483488.21 3717277.27 483488.21, 3717277.270.31981 0.35377 0.0014418 5.391E-08 0.00144 5.0E-07 1.5E-06 8.7E-07 7.9E-07 3.6E-07 1.7E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 28 UCART1 483788.21 3717277.27 483788.21, 3717277.270.14404 0.24711 0.0006494 3.766E-08 0.00065 2.2E-07 6.8E-07 3.9E-07 3.6E-07 1.6E-07 7.5E-09 6.8E-08 0.0E+00 0.0E+00 0.0E+00 7.6E-08 29 UCART1 482838.21 3717327.27 482838.21, 3717327.270.21757 0.14575 0.0009809 2.221E-08 0.00098 3.4E-07 1.0E-06 5.9E-07 5.4E-07 2.5E-07 1.1E-08 1.0E-07 0.0E+00 0.0E+00 0.0E+00 1.1E-07 30 UCART1 482888.21 3717327.27 482888.21, 3717327.270.25619 0.17011 0.001155 2.592E-08 0.00116 4.0E-07 1.2E-06 7.0E-07 6.3E-07 2.9E-07 1.3E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.3E-07 31 UCART1 483038.21 3717327.27 483038.21, 3717327.270.42616 0.28558 0.0019213 4.352E-08 0.00192 6.7E-07 2.0E-06 1.2E-06 1.1E-06 4.8E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 32 UCART1 483088.21 3717327.27 483088.21, 3717327.270.49528 0.33833 0.0022329 5.156E-08 0.00223 7.7E-07 2.3E-06 1.4E-06 1.2E-06 5.6E-07 2.6E-08 2.3E-07 0.0E+00 0.0E+00 0.0E+00 2.6E-07 33 UCART1 483138.21 3717327.27 483138.21, 3717327.270.5591 0.39256 0.0025207 5.982E-08 0.00252 8.7E-07 2.6E-06 1.5E-06 1.4E-06 6.3E-07 2.9E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.9E-07 34 UCART1 483188.21 3717327.27 483188.21, 3717327.270.60539 0.44054 0.0027294 6.713E-08 0.00273 9.4E-07 2.9E-06 1.7E-06 1.5E-06 6.8E-07 3.2E-08 2.9E-07 0.0E+00 0.0E+00 0.0E+00 3.2E-07 35 UCART1 483238.21 3717327.27 483238.21, 3717327.270.62362 0.475 0.0028115 7.239E-08 0.00281 9.7E-07 2.9E-06 1.7E-06 1.5E-06 7.0E-07 3.3E-08 2.9E-07 0.0E+00 0.0E+00 0.0E+00 3.3E-07 36 UCART1 483288.21 3717327.27 483288.21, 3717327.270.6098 0.49191 0.0027492 7.496E-08 0.00275 9.5E-07 2.9E-06 1.7E-06 1.5E-06 6.9E-07 3.2E-08 2.9E-07 0.0E+00 0.0E+00 0.0E+00 3.2E-07 37 UCART1 483338.21 3717327.27 483338.21, 3717327.270.56863 0.49212 0.0025636 7.499E-08 0.00256 8.9E-07 2.7E-06 1.6E-06 1.4E-06 6.4E-07 3.0E-08 2.7E-07 0.0E+00 0.0E+00 0.0E+00 3.0E-07 38 UCART1 483388.21 3717327.27 483388.21, 3717327.270.51151 0.48381 0.0023061 7.373E-08 0.00231 8.0E-07 2.4E-06 1.4E-06 1.3E-06 5.8E-07 2.7E-08 2.4E-07 0.0E+00 0.0E+00 0.0E+00 2.7E-07 39 UCART1 483438.21 3717327.27 483438.21, 3717327.270.44729 0.46699 0.0020166 7.116E-08 0.00202 7.0E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.3E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 40 UCART1 483488.21 3717327.27 483488.21, 3717327.270.38384 0.44548 0.0017305 6.789E-08 0.00173 6.0E-07 1.8E-06 1.0E-06 9.5E-07 4.3E-07 2.0E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 41 UCART1 483538.21 3717327.27 483538.21, 3717327.270.32637 0.42191 0.0014714 6.43E-08 0.00147 5.1E-07 1.5E-06 8.9E-07 8.1E-07 3.7E-07 1.7E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 42 UCART1 483738.21 3717327.27 483738.21, 3717327.270.17433 0.32165 0.000786 4.902E-08 0.00079 2.7E-07 8.2E-07 4.8E-07 4.3E-07 2.0E-07 9.1E-09 8.2E-08 0.0E+00 0.0E+00 0.0E+00 9.1E-08 43 UCART1 483788.21 3717327.27 483788.21, 3717327.270.1519 0.29454 0.0006848 4.489E-08 0.00068 2.4E-07 7.2E-07 4.1E-07 3.8E-07 1.7E-07 7.9E-09 7.2E-08 0.0E+00 0.0E+00 0.0E+00 8.0E-08 44 UCART1 482838.21 3717377.27 482838.21, 3717377.270.24408 0.15857 0.0011004 2.416E-08 0.0011 3.8E-07 1.2E-06 6.7E-07 6.0E-07 2.8E-07 1.3E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.3E-07 45 UCART1 482888.21 3717377.27 482888.21, 3717377.270.29519 0.18942 0.0013308 2.887E-08 0.00133 4.6E-07 1.4E-06 8.1E-07 7.3E-07 3.3E-07 1.5E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 46 UCART1 483038.21 3717377.27 483038.21, 3717377.270.54934 0.35572 0.0024767 5.421E-08 0.00248 8.6E-07 2.6E-06 1.5E-06 1.4E-06 6.2E-07 2.9E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.9E-07 47 UCART1 483088.21 3717377.27 483088.21, 3717377.270.66872 0.4437 0.0030149 6.762E-08 0.00301 1.0E-06 3.2E-06 1.8E-06 1.7E-06 7.5E-07 3.5E-08 3.2E-07 0.0E+00 0.0E+00 0.0E+00 3.5E-07 48 UCART1 483138.21 3717377.27 483138.21, 3717377.270.78731 0.54032 0.0035495 8.234E-08 0.00355 1.2E-06 3.7E-06 2.1E-06 1.9E-06 8.9E-07 4.1E-08 3.7E-07 0.0E+00 0.0E+00 0.0E+00 4.1E-07 49 UCART1 483188.21 3717377.27 483188.21, 3717377.270.87697 0.62646 0.0039537 9.547E-08 0.00395 1.4E-06 4.1E-06 2.4E-06 2.2E-06 9.9E-07 4.6E-08 4.1E-07 0.0E+00 0.0E+00 0.0E+00 4.6E-07 50 UCART1 483238.21 3717377.27 483238.21, 3717377.270.9094 0.6814 0.0041 1.038E-07 0.0041 1.4E-06 4.3E-06 2.5E-06 2.2E-06 1.0E-06 4.7E-08 4.3E-07 0.0E+00 0.0E+00 0.0E+00 4.8E-07 51 UCART1 483288.21 3717377.27 483288.21, 3717377.270.87475 0.69749 0.0039437 1.063E-07 0.00394 1.4E-06 4.1E-06 2.4E-06 2.2E-06 9.9E-07 4.6E-08 4.1E-07 0.0E+00 0.0E+00 0.0E+00 4.6E-07 52 UCART1 483338.21 3717377.27 483338.21, 3717377.270.78741 0.6833 0.00355 1.041E-07 0.00355 1.2E-06 3.7E-06 2.1E-06 1.9E-06 8.9E-07 4.1E-08 3.7E-07 0.0E+00 0.0E+00 0.0E+00 4.1E-07 53 UCART1 483388.21 3717377.27 483388.21, 3717377.270.67514 0.6526 0.0030438 9.945E-08 0.00304 1.1E-06 3.2E-06 1.8E-06 1.7E-06 7.6E-07 3.5E-08 3.2E-07 0.0E+00 0.0E+00 0.0E+00 3.5E-07 54 UCART1 483438.21 3717377.27 483438.21, 3717377.270.56186 0.61509 0.0025331 9.373E-08 0.00253 8.8E-07 2.6E-06 1.5E-06 1.4E-06 6.3E-07 2.9E-08 2.7E-07 0.0E+00 0.0E+00 0.0E+00 2.9E-07 55 UCART1 483488.21 3717377.27 483488.21, 3717377.270.46095 0.57591 0.0020782 8.776E-08 0.00208 7.2E-07 2.2E-06 1.3E-06 1.1E-06 5.2E-07 2.4E-08 2.2E-07 0.0E+00 0.0E+00 0.0E+00 2.4E-07 56 UCART1 483538.21 3717377.27 483538.21, 3717377.270.3774 0.5384 0.0017015 8.205E-08 0.0017 5.9E-07 1.8E-06 1.0E-06 9.3E-07 4.3E-07 2.0E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 57 UCART1 483588.21 3717377.27 483588.21, 3717377.270.31054 0.50259 0.0014 7.659E-08 0.0014 4.8E-07 1.5E-06 8.5E-07 7.7E-07 3.5E-07 1.6E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 58 UCART1 483738.21 3717377.27 483738.21, 3717377.270.18445 0.39707 0.0008316 6.051E-08 0.00083 2.9E-07 8.7E-07 5.0E-07 4.6E-07 2.1E-07 9.6E-09 8.7E-08 0.0E+00 0.0E+00 0.0E+00 9.7E-08 59 UCART1 483788.21 3717377.27 483788.21, 3717377.270.15902 0.35978 0.0007169 5.483E-08 0.00072 2.5E-07 7.5E-07 4.3E-07 3.9E-07 1.8E-07 8.3E-09 7.5E-08 0.0E+00 0.0E+00 0.0E+00 8.3E-08 60 UCART1 482838.21 3717427.27 482838.21, 3717427.270.27145 0.17023 0.0012238 2.594E-08 0.00122 4.2E-07 1.3E-06 7.4E-07 6.7E-07 3.1E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 61 UCART1 482888.21 3717427.27 482888.21, 3717427.270.33795 0.20931 0.0015236 3.19E-08 0.00152 5.3E-07 1.6E-06 9.2E-07 8.4E-07 3.8E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 62 UCART1 482988.21 3717427.27 482988.21, 3717427.270.55437 0.34075 0.0024993 5.193E-08 0.0025 8.7E-07 2.6E-06 1.5E-06 1.4E-06 6.3E-07 2.9E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.9E-07 63 UCART1 483038.21 3717427.27 483038.21, 3717427.270.72469 0.45339 0.0032672 6.909E-08 0.00327 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.2E-07 3.8E-08 3.4E-07 0.0E+00 0.0E+00 0.0E+00 3.8E-07 64 UCART1 483088.21 3717427.27 483088.21, 3717427.270.94284 0.61185 0.0042507 9.324E-08 0.00425 1.5E-06 4.4E-06 2.6E-06 2.3E-06 1.1E-06 4.9E-08 4.5E-07 0.0E+00 0.0E+00 0.0E+00 4.9E-07 65 UCART1 483138.21 3717427.27 483138.21, 3717427.271.18509 0.8092 0.0053429 1.233E-07 0.00534 1.8E-06 5.6E-06 3.2E-06 2.9E-06 1.3E-06 6.2E-08 5.6E-07 0.0E+00 0.0E+00 0.0E+00 6.2E-07 66 UCART1 483188.21 3717427.27 483188.21, 3717427.271.38344 0.99256 0.0062371 1.513E-07 0.00624 2.2E-06 6.5E-06 3.8E-06 3.4E-06 1.6E-06 7.2E-08 6.5E-07 0.0E+00 0.0E+00 0.0E+00 7.3E-07 67 UCART1 483238.21 3717427.27 483238.21, 3717427.271.44814 1.08402 0.0065288 1.652E-07 0.00653 2.3E-06 6.8E-06 4.0E-06 3.6E-06 1.6E-06 7.5E-08 6.8E-07 0.0E+00 0.0E+00 0.0E+00 7.6E-07 68 UCART1 483288.21 3717427.27 483288.21, 3717427.271.34701 1.07101 0.0060729 1.632E-07 0.00607 2.1E-06 6.3E-06 3.7E-06 3.3E-06 1.5E-06 7.0E-08 6.4E-07 0.0E+00 0.0E+00 0.0E+00 7.1E-07 69 UCART1 483338.21 3717427.27 483338.21, 3717427.271.13881 1.00379 0.0051342 1.53E-07 0.00513 1.8E-06 5.4E-06 3.1E-06 2.8E-06 1.3E-06 5.9E-08 5.4E-07 0.0E+00 0.0E+00 0.0E+00 6.0E-07 70 UCART1 483388.21 3717427.27 483388.21, 3717427.270.90873 0.92117 0.0040969 1.404E-07 0.0041 1.4E-06 4.3E-06 2.5E-06 2.2E-06 1.0E-06 4.7E-08 4.3E-07 0.0E+00 0.0E+00 0.0E+00 4.8E-07 71 UCART1 483438.21 3717427.27 483438.21, 3717427.270.70746 0.84137 0.0031895 1.282E-07 0.00319 1.1E-06 3.3E-06 1.9E-06 1.7E-06 8.0E-07 3.7E-08 3.3E-07 0.0E+00 0.0E+00 0.0E+00 3.7E-07 72 UCART1 483488.21 3717427.27 483488.21, 3717427.270.54944 0.77028 0.0024771 1.174E-07 0.00248 8.6E-07 2.6E-06 1.5E-06 1.4E-06 6.2E-07 2.9E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.9E-07 73 UCART1 483538.21 3717427.27 483538.21, 3717427.270.43107 0.70869 0.0019434 1.08E-07 0.00194 6.7E-07 2.0E-06 1.2E-06 1.1E-06 4.9E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 74 UCART1 483588.21 3717427.27 483588.21, 3717427.270.34361 0.65501 0.0015491 9.982E-08 0.00155 5.4E-07 1.6E-06 9.4E-07 8.5E-07 3.9E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 75 UCART1 483738.21 3717427.27 483738.21, 3717427.270.19356 0.50876 0.0008726 7.753E-08 0.00087 3.0E-07 9.1E-07 5.3E-07 4.8E-07 2.2E-07 1.0E-08 9.1E-08 0.0E+00 0.0E+00 0.0E+00 1.0E-07 76 UCART1 483788.21 3717427.27 483788.21, 3717427.270.16525 0.45479 0.000745 6.931E-08 0.00075 2.6E-07 7.8E-07 4.5E-07 4.1E-07 1.9E-07 8.6E-09 7.8E-08 0.0E+00 0.0E+00 0.0E+00 8.7E-08 77 UCART1 482838.21 3717477.27 482838.21, 3717477.270.29857 0.18205 0.0013461 2.774E-08 0.00135 4.7E-07 1.4E-06 8.1E-07 7.4E-07 3.4E-07 1.6E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 78 UCART1 482988.21 3717477.27 482988.21, 3717477.270.68723 0.40506 0.0030983 6.173E-08 0.0031 1.1E-06 3.2E-06 1.9E-06 1.7E-06 7.8E-07 3.6E-08 3.2E-07 0.0E+00 0.0E+00 0.0E+00 3.6E-07 79 UCART1 483038.21 3717477.27 483038.21, 3717477.270.96792 0.58447 0.0043638 8.907E-08 0.00436 1.5E-06 4.6E-06 2.6E-06 2.4E-06 1.1E-06 5.0E-08 4.6E-07 0.0E+00 0.0E+00 0.0E+00 5.1E-07 80 UCART1 483088.21 3717477.27 483088.21, 3717477.271.38902 0.89185 0.0062623 1.359E-07 0.00626 2.2E-06 6.5E-06 3.8E-06 3.4E-06 1.6E-06 7.2E-08 6.6E-07 0.0E+00 0.0E+00 0.0E+00 7.3E-07 81 UCART1 483138.21 3717477.27 483138.21, 3717477.271.95207 1.38679 0.0088007 2.113E-07 0.0088 3.0E-06 9.2E-06 5.3E-06 4.8E-06 2.2E-06 1.0E-07 9.2E-07 0.0E+00 0.0E+00 0.0E+00 1.0E-06 82 UCART1 483188.21 3717477.27 483188.21, 3717477.272.4957 1.93116 0.0112517 2.943E-07 0.01125 3.9E-06 1.2E-05 6.8E-06 6.2E-06 2.8E-06 1.3E-07 1.2E-06 0.0E+00 0.0E+00 0.0E+00 1.3E-06 83 UCART1 483238.21 3717477.27 483238.21, 3717477.272.64175 2.05567 0.0119101 3.133E-07 0.01191 4.1E-06 1.2E-05 7.2E-06 6.5E-06 3.0E-06 1.4E-07 1.2E-06 0.0E+00 0.0E+00 0.0E+00 1.4E-06 84 UCART1 483288.21 3717477.27 483288.21, 3717477.272.28242 1.85094 0.0102901 2.821E-07 0.01029 3.6E-06 1.1E-05 6.2E-06 5.6E-06 2.6E-06 1.2E-07 1.1E-06 0.0E+00 0.0E+00 0.0E+00 1.2E-06 85 UCART1 483338.21 3717477.27 483338.21, 3717477.271.72228 1.60078 0.0077648 2.439E-07 0.00777 2.7E-06 8.1E-06 4.7E-06 4.3E-06 1.9E-06 9.0E-08 8.1E-07 0.0E+00 0.0E+00 0.0E+00 9.0E-07 86 UCART1 483388.21 3717477.27 483388.21, 3717477.271.23228 1.38523 0.0055556 2.111E-07 0.00556 1.9E-06 5.8E-06 3.4E-06 3.0E-06 1.4E-06 6.4E-08 5.8E-07 0.0E+00 0.0E+00 0.0E+00 6.5E-07 87 UCART1 483438.21 3717477.27 483438.21, 3717477.270.88056 1.21333 0.0039699 1.849E-07 0.00397 1.4E-06 4.1E-06 2.4E-06 2.2E-06 9.9E-07 4.6E-08 4.2E-07 0.0E+00 0.0E+00 0.0E+00 4.6E-07 88 UCART1 483488.21 3717477.27 483488.21, 3717477.270.64301 1.07904 0.002899 1.644E-07 0.0029 1.0E-06 3.0E-06 1.8E-06 1.6E-06 7.3E-07 3.4E-08 3.0E-07 0.0E+00 0.0E+00 0.0E+00 3.4E-07 89 UCART1 483538.21 3717477.27 483538.21, 3717477.270.48331 0.9744 0.002179 1.485E-07 0.00218 7.5E-07 2.3E-06 1.3E-06 1.2E-06 5.5E-07 2.5E-08 2.3E-07 0.0E+00 0.0E+00 0.0E+00 2.5E-07 90 UCART1 483588.21 3717477.27 483588.21, 3717477.270.37409 0.89159 0.0016866 1.359E-07 0.00169 5.8E-07 1.8E-06 1.0E-06 9.3E-07 4.2E-07 1.9E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 91 UCART1 482838.21 3717527.27 482838.21, 3717527.270.322 0.19016 0.0014517 2.898E-08 0.00145 5.0E-07 1.5E-06 8.8E-07 8.0E-07 3.6E-07 1.7E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 92 UCART1 482888.21 3717527.27 482888.21, 3717527.270.42242 0.24343 0.0019044 3.71E-08 0.0019 6.6E-07 2.0E-06 1.2E-06 1.0E-06 4.8E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 93 UCART1 482938.21 3717527.27 482938.21, 3717527.270.57858 0.32664 0.0026085 4.978E-08 0.00261 9.0E-07 2.7E-06 1.6E-06 1.4E-06 6.5E-07 3.0E-08 2.7E-07 0.0E+00 0.0E+00 0.0E+00 3.0E-07 94 UCART1 483138.21 3717527.27 483138.21, 3717527.273.63094 2.96066 0.0163698 4.512E-07 0.01637 5.7E-06 1.7E-05 9.9E-06 9.0E-06 4.1E-06 1.9E-07 1.7E-06 0.0E+00 0.0E+00 0.0E+00 1.9E-06 95 UCART1 483188.21 3717527.27 483188.21, 3717527.275.76425 6.78524 0.0259877 1.034E-06 0.02599 9.0E-06 2.7E-05 1.6E-05 1.4E-05 6.5E-06 3.0E-07 2.7E-06 0.0E+00 0.0E+00 0.0E+00 3.0E-06 96 UCART1 483238.21 3717527.27 483238.21, 3717527.276.15518 5.62943 0.0277501 8.579E-07 0.02775 9.6E-06 2.9E-05 1.7E-05 1.5E-05 6.9E-06 3.2E-07 2.9E-06 0.0E+00 0.0E+00 0.0E+00 3.2E-06 97 UCART1 483288.21 3717527.27 483288.21, 3717527.274.39059 3.94759 0.0197946 6.016E-07 0.0198 6.9E-06 2.1E-05 1.2E-05 1.1E-05 5.0E-06 2.3E-07 2.1E-06 0.0E+00 0.0E+00 0.0E+00 2.3E-06 98 UCART1 483338.21 3717527.27 483338.21, 3717527.272.68129 2.95689 0.0120884 4.506E-07 0.01209 4.2E-06 1.3E-05 7.3E-06 6.6E-06 3.0E-06 1.4E-07 1.3E-06 0.0E+00 0.0E+00 0.0E+00 1.4E-06 99 UCART1 483388.21 3717527.27 483388.21, 3717527.271.64522 2.33049 0.0074173 3.551E-07 0.00742 2.6E-06 7.8E-06 4.5E-06 4.1E-06 1.9E-06 8.6E-08 7.8E-07 0.0E+00 0.0E+00 0.0E+00 8.6E-07 100 UCART1 483438.21 3717527.27 483438.21, 3717527.271.04322 1.85938 0.0047033 2.834E-07 0.0047 1.6E-06 4.9E-06 2.8E-06 2.6E-06 1.2E-06 5.4E-08 4.9E-07 0.0E+00 0.0E+00 0.0E+00 5.5E-07 101 UCART1 483488.21 3717527.27 483488.21, 3717527.270.72409 1.60951 0.0032645 2.453E-07 0.00326 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.2E-07 3.8E-08 3.4E-07 0.0E+00 0.0E+00 0.0E+00 3.8E-07 102 UCART1 483538.21 3717527.27 483538.21, 3717527.270.52934 1.43071 0.0023865 2.18E-07 0.00239 8.3E-07 2.5E-06 1.4E-06 1.3E-06 6.0E-07 2.8E-08 2.5E-07 0.0E+00 0.0E+00 0.0E+00 2.8E-07 103 UCART1 483588.21 3717527.27 483588.21, 3717527.270.4001 1.29551 0.0018038 1.974E-07 0.0018 6.2E-07 1.9E-06 1.1E-06 9.9E-07 4.5E-07 2.1E-08 1.9E-07 0.0E+00 0.0E+00 0.0E+00 2.1E-07 104 UCART1 483638.21 3717527.27 483638.21, 3717527.270.31317 1.1963 0.0014119 1.823E-07 0.00141 4.9E-07 1.5E-06 8.5E-07 7.7E-07 3.5E-07 1.6E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 105 UCART1 482838.21 3717577.27 482838.21, 3717577.270.33384 0.19158 0.0015051 2.919E-08 0.00151 5.2E-07 1.6E-06 9.1E-07 8.3E-07 3.8E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 106 UCART1 482888.21 3717577.27 482888.21, 3717577.270.45327 0.25119 0.0020435 3.828E-08 0.00204 7.1E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.4E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.4E-07 107 UCART1 482938.21 3717577.27 482938.21, 3717577.270.63969 0.34571 0.002884 5.268E-08 0.00288 1.0E-06 3.0E-06 1.7E-06 1.6E-06 7.2E-07 3.3E-08 3.0E-07 0.0E+00 0.0E+00 0.0E+00 3.4E-07 108 UCART1 482988.21 3717577.27 482988.21, 3717577.270.96691 0.51392 0.0043592 7.832E-08 0.00436 1.5E-06 4.6E-06 2.6E-06 2.4E-06 1.1E-06 5.0E-08 4.6E-07 0.0E+00 0.0E+00 0.0E+00 5.1E-07 109 UCART1 483038.21 3717577.27 483038.21, 3717577.271.61181 0.87359 0.0072667 1.331E-07 0.00727 2.5E-06 7.6E-06 4.4E-06 4.0E-06 1.8E-06 8.4E-08 7.6E-07 0.0E+00 0.0E+00 0.0E+00 8.4E-07 110 UCART1 483088.21 3717577.27 483088.21, 3717577.273.09447 1.87966 0.0139512 2.864E-07 0.01395 4.8E-06 1.5E-05 8.4E-06 7.7E-06 3.5E-06 1.6E-07 1.5E-06 0.0E+00 0.0E+00 0.0E+00 1.6E-06 111 UCART1 483136.15 3717594.45 483136.15, 3717594.458.92877 7.80538 0.0402546 1.189E-06 0.04026 1.4E-05 4.2E-05 2.4E-05 2.2E-05 1.0E-05 4.7E-07 4.2E-06 0.0E+00 0.0E+00 0.0E+00 4.7E-06 112 UCART1 483288.21 3717577.27 483288.21, 3717577.279.90682 17.46856 0.0446641 2.662E-06 0.04467 1.5E-05 4.7E-05 2.7E-05 2.4E-05 1.1E-05 5.2E-07 4.7E-06 0.0E+00 0.0E+00 0.0E+00 5.2E-06 113 UCART1 483338.21 3717577.27 483338.21, 3717577.274.07157 8.28524 0.0183563 1.263E-06 0.01836 6.4E-06 1.9E-05 1.1E-05 1.0E-05 4.6E-06 2.1E-07 1.9E-06 0.0E+00 0.0E+00 0.0E+00 2.1E-06 114 UCART1 483388.21 3717577.27 483388.21, 3717577.272.08601 5.15863 0.0094046 7.861E-07 0.00941 3.3E-06 9.8E-06 5.7E-06 5.2E-06 2.4E-06 1.1E-07 9.8E-07 0.0E+00 0.0E+00 0.0E+00 1.1E-06 115 UCART1 483438.21 3717577.27 483438.21, 3717577.271.20167 3.51883 0.0054176 5.362E-07 0.00542 1.9E-06 5.7E-06 3.3E-06 3.0E-06 1.4E-06 6.3E-08 5.7E-07 0.0E+00 0.0E+00 0.0E+00 6.3E-07 116 UCART1 483488.21 3717577.27 483488.21, 3717577.270.77731 2.7171 0.0035044 4.141E-07 0.0035 1.2E-06 3.7E-06 2.1E-06 1.9E-06 8.8E-07 4.1E-08 3.7E-07 0.0E+00 0.0E+00 0.0E+00 4.1E-07 117 UCART1 483538.21 3717577.27 483538.21, 3717577.270.55672 2.32822 0.0025099 3.548E-07 0.00251 8.7E-07 2.6E-06 1.5E-06 1.4E-06 6.3E-07 2.9E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.9E-07 118 UCART1 483588.21 3717577.27 483588.21, 3717577.270.42002 2.09423 0.0018936 3.191E-07 0.00189 6.6E-07 2.0E-06 1.1E-06 1.0E-06 4.7E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 119 UCART1 483638.21 3717577.27 483638.21, 3717577.270.32596 1.94843 0.0014696 2.969E-07 0.00147 5.1E-07 1.5E-06 8.9E-07 8.1E-07 3.7E-07 1.7E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 120 UCART1 482838.21 3717627.27 482838.21, 3717627.270.34189 0.19216 0.0015414 2.928E-08 0.00154 5.3E-07 1.6E-06 9.3E-07 8.5E-07 3.9E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 121 UCART1 482888.21 3717627.27 482888.21, 3717627.270.46971 0.25299 0.0021176 3.855E-08 0.00212 7.3E-07 2.2E-06 1.3E-06 1.2E-06 5.3E-07 2.4E-08 2.2E-07 0.0E+00 0.0E+00 0.0E+00 2.5E-07 122 UCART1 482938.21 3717627.27 482938.21, 3717627.270.6723 0.34858 0.003031 5.312E-08 0.00303 1.0E-06 3.2E-06 1.8E-06 1.7E-06 7.6E-07 3.5E-08 3.2E-07 0.0E+00 0.0E+00 0.0E+00 3.5E-07 123 UCART1 482988.21 3717627.27 482988.21, 3717627.271.04154 0.51712 0.0046957 7.88E-08 0.0047 1.6E-06 4.9E-06 2.8E-06 2.6E-06 1.2E-06 5.4E-08 4.9E-07 0.0E+00 0.0E+00 0.0E+00 5.5E-07 124 UCART1 483038.21 3717627.27 483038.21, 3717627.271.82689 0.90442 0.0082364 1.378E-07 0.00824 2.9E-06 8.6E-06 5.0E-06 4.5E-06 2.1E-06 9.5E-08 8.6E-07 0.0E+00 0.0E+00 0.0E+00 9.6E-07 125 UCART1 483088.21 3717627.27 483088.21, 3717627.273.93785 2.14304 0.0177535 3.266E-07 0.01775 6.1E-06 1.9E-05 1.1E-05 9.7E-06 4.4E-06 2.1E-07 1.9E-06 0.0E+00 0.0E+00 0.0E+00 2.1E-06 126 UCART1 483128.59 3717627.96 483128.59, 3717627.969.90566 8.07479 0.0446589 1.231E-06 0.04466 1.5E-05 4.7E-05 2.7E-05 2.4E-05 1.1E-05 5.2E-07 4.7E-06 0.0E+00 0.0E+00 0.0E+00 5.2E-06 127 UCART1 483288.21 3717627.27 483288.21, 3717627.2720.38399 10.1929 0.0918996 1.553E-06 0.0919 3.2E-05 9.6E-05 5.6E-05 5.0E-05 2.3E-05 1.1E-06 9.6E-06 0.0E+00 0.0E+00 0.0E+00 1.1E-05 128 UCART1 483438.21 3717627.27 483438.21, 3717627.271.34313 12.87655 0.0060554 1.962E-06 0.00606 2.1E-06 6.3E-06 3.7E-06 3.3E-06 1.5E-06 7.0E-08 6.3E-07 0.0E+00 0.0E+00 0.0E+00 7.0E-07 129 UCART1 483488.21 3717627.27 483488.21, 3717627.270.83704 6.86997 0.0037737 1.047E-06 0.00377 1.3E-06 3.9E-06 2.3E-06 2.1E-06 9.4E-07 4.4E-08 4.0E-07 0.0E+00 0.0E+00 0.0E+00 4.4E-07 130 UCART1 483538.21 3717627.27 483538.21, 3717627.270.57502 4.98164 0.0025924 7.592E-07 0.00259 9.0E-07 2.7E-06 1.6E-06 1.4E-06 6.5E-07 3.0E-08 2.7E-07 0.0E+00 0.0E+00 0.0E+00 3.0E-07 131 UCART1 483588.21 3717627.27 483588.21, 3717627.270.42766 4.26431 0.0019281 6.498E-07 0.00193 6.7E-07 2.0E-06 1.2E-06 1.1E-06 4.8E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 132 UCART1 483638.21 3717627.27 483638.21, 3717627.270.33575 3.99898 0.0015137 6.094E-07 0.00151 5.2E-07 1.6E-06 9.2E-07 8.3E-07 3.8E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 133 UCART1 482838.21 3717677.27 482838.21, 3717677.270.34337 0.19037 0.0015481 2.901E-08 0.00155 5.4E-07 1.6E-06 9.4E-07 8.5E-07 3.9E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 134 UCART1 482888.21 3717677.27 482888.21, 3717677.270.46869 0.24824 0.0021131 3.783E-08 0.00211 7.3E-07 2.2E-06 1.3E-06 1.2E-06 5.3E-07 2.4E-08 2.2E-07 0.0E+00 0.0E+00 0.0E+00 2.5E-07 135 UCART1 482938.21 3717677.27 482938.21, 3717677.270.66841 0.33389 0.0030135 5.088E-08 0.00301 1.0E-06 3.1E-06 1.8E-06 1.7E-06 7.5E-07 3.5E-08 3.2E-07 0.0E+00 0.0E+00 0.0E+00 3.5E-07 136 UCART1 482988.21 3717677.27 482988.21, 3717677.271.00977 0.47104 0.0045525 7.178E-08 0.00455 1.6E-06 4.8E-06 2.8E-06 2.5E-06 1.1E-06 5.3E-08 4.8E-07 0.0E+00 0.0E+00 0.0E+00 5.3E-07 137 UCART1 483038.21 3717677.27 483038.21, 3717677.271.73827 0.76379 0.0078368 1.164E-07 0.00784 2.7E-06 8.2E-06 4.7E-06 4.3E-06 2.0E-06 9.1E-08 8.2E-07 0.0E+00 0.0E+00 0.0E+00 9.1E-07 138 UCART1 483088.21 3717677.27 483088.21, 3717677.273.80639 1.59772 0.0171608 2.435E-07 0.01716 5.9E-06 1.8E-05 1.0E-05 9.4E-06 4.3E-06 2.0E-07 1.8E-06 0.0E+00 0.0E+00 0.0E+00 2.0E-06 139 UCART1 483115.53 3717668.34 483115.53, 3717668.347.12369 3.39267 0.0321166 5.17E-07 0.03212 1.1E-05 3.4E-05 1.9E-05 1.8E-05 8.0E-06 3.7E-07 3.4E-06 0.0E+00 0.0E+00 0.0E+00 3.7E-06 140 UCART1 483288.21 3717677.27 483288.21, 3717677.2717.17148 3.29842 0.0774162 5.026E-07 0.07742 2.7E-05 8.1E-05 4.7E-05 4.2E-05 1.9E-05 8.9E-07 8.1E-06 0.0E+00 0.0E+00 0.0E+00 9.0E-06 141 UCART1 483338.21 3717677.27 483338.21, 3717677.275.08238 4.3953 0.0229135 6.698E-07 0.02291 7.9E-06 2.4E-05 1.4E-05 1.3E-05 5.7E-06 2.6E-07 2.4E-06 0.0E+00 0.0E+00 0.0E+00 2.7E-06 142 UCART1 483388.21 3717677.27 483388.21, 3717677.272.41654 7.02339 0.0108948 1.07E-06 0.0109 3.8E-06 1.1E-05 6.6E-06 6.0E-06 2.7E-06 1.3E-07 1.1E-06 0.0E+00 0.0E+00 0.0E+00 1.3E-06 143 UCART1 483438.21 3717677.27 483438.21, 3717677.271.37404 13.21066 0.0061947 2.013E-06 0.0062 2.1E-06 6.5E-06 3.7E-06 3.4E-06 1.6E-06 7.2E-08 6.5E-07 0.0E+00 0.0E+00 0.0E+00 7.2E-07 144 UCART1 483688.21 3717677.27 483688.21, 3717677.270.26969 11.95328 0.0012159 1.822E-06 0.00122 4.2E-07 1.3E-06 7.4E-07 6.7E-07 3.0E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 145 UCART1 482838.21 3717727.27 482838.21, 3717727.270.33239 0.18332 0.0014986 2.794E-08 0.0015 5.2E-07 1.6E-06 9.1E-07 8.2E-07 3.8E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 146 UCART1 482888.21 3717727.27 482888.21, 3717727.270.45101 0.23669 0.0020333 3.607E-08 0.00203 7.0E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.4E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.4E-07 147 UCART1 482938.21 3717727.27 482938.21, 3717727.270.62644 0.30568 0.0028243 4.658E-08 0.00282 9.8E-07 3.0E-06 1.7E-06 1.5E-06 7.1E-07 3.3E-08 3.0E-07 0.0E+00 0.0E+00 0.0E+00 3.3E-07 148 UCART1 482988.21 3717727.27 482988.21, 3717727.270.87723 0.40193 0.0039549 6.125E-08 0.00395 1.4E-06 4.1E-06 2.4E-06 2.2E-06 9.9E-07 4.6E-08 4.1E-07 0.0E+00 0.0E+00 0.0E+00 4.6E-07 149 UCART1 483038.21 3717727.27 483038.21, 3717727.271.4526 0.60087 0.0065489 9.157E-08 0.00655 2.3E-06 6.8E-06 4.0E-06 3.6E-06 1.6E-06 7.6E-08 6.9E-07 0.0E+00 0.0E+00 0.0E+00 7.6E-07 150 UCART1 483088.21 3717727.27 483088.21, 3717727.272.82403 0.97455 0.0127319 1.485E-07 0.01273 4.4E-06 1.3E-05 7.7E-06 7.0E-06 3.2E-06 1.5E-07 1.3E-06 0.0E+00 0.0E+00 0.0E+00 1.5E-06 151 UCART1 483138.21 3717727.27 483138.21, 3717727.275.78164 1.42783 0.0260661 2.176E-07 0.02607 9.0E-06 2.7E-05 1.6E-05 1.4E-05 6.5E-06 3.0E-07 2.7E-06 0.0E+00 0.0E+00 0.0E+00 3.0E-06 152 UCART1 483188.21 3717727.27 483188.21, 3717727.2710.68721 1.64566 0.0481824 2.508E-07 0.04818 1.7E-05 5.0E-05 2.9E-05 2.6E-05 1.2E-05 5.6E-07 5.0E-06 0.0E+00 0.0E+00 0.0E+00 5.6E-06 153 UCART1 483238.21 3717727.27 483238.21, 3717727.2711.9508 1.66997 0.0538792 2.545E-07 0.05388 1.9E-05 5.6E-05 3.3E-05 3.0E-05 1.3E-05 6.2E-07 5.6E-06 0.0E+00 0.0E+00 0.0E+00 6.3E-06 154 UCART1 483288.21 3717727.27 483288.21, 3717727.277.12767 1.81916 0.0321345 2.772E-07 0.03213 1.1E-05 3.4E-05 1.9E-05 1.8E-05 8.0E-06 3.7E-07 3.4E-06 0.0E+00 0.0E+00 0.0E+00 3.7E-06 155 UCART1 483338.21 3717727.27 483338.21, 3717727.273.68896 2.16322 0.0166314 3.297E-07 0.01663 5.8E-06 1.7E-05 1.0E-05 9.1E-06 4.2E-06 1.9E-07 1.7E-06 0.0E+00 0.0E+00 0.0E+00 1.9E-06 156 UCART1 483388.21 3717727.27 483388.21, 3717727.272.08181 2.74554 0.0093857 4.184E-07 0.00939 3.2E-06 9.8E-06 5.7E-06 5.1E-06 2.3E-06 1.1E-07 9.8E-07 0.0E+00 0.0E+00 0.0E+00 1.1E-06 157 UCART1 483438.21 3717727.27 483438.21, 3717727.271.28408 3.61225 0.0057892 5.505E-07 0.00579 2.0E-06 6.1E-06 3.5E-06 3.2E-06 1.4E-06 6.7E-08 6.1E-07 0.0E+00 0.0E+00 0.0E+00 6.7E-07 158 UCART1 483538.21 3717727.27 483538.21, 3717727.270.59994 6.35866 0.0027048 9.69E-07 0.00271 9.4E-07 2.8E-06 1.6E-06 1.5E-06 6.8E-07 3.1E-08 2.8E-07 0.0E+00 0.0E+00 0.0E+00 3.1E-07 159 UCART1 483588.21 3717727.27 483588.21, 3717727.270.44018 7.68706 0.0019845 1.171E-06 0.00199 6.9E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.3E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 160 UCART1 483638.21 3717727.27 483638.21, 3717727.270.33898 7.96343 0.0015283 1.214E-06 0.00153 5.3E-07 1.6E-06 9.3E-07 8.4E-07 3.8E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 161 UCART1 483688.21 3717727.27 483688.21, 3717727.270.27038 6.84781 0.001219 1.044E-06 0.00122 4.2E-07 1.3E-06 7.4E-07 6.7E-07 3.1E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 162 UCART1 482838.21 3717777.27 482838.21, 3717777.270.30785 0.17138 0.0013879 2.612E-08 0.00139 4.8E-07 1.5E-06 8.4E-07 7.6E-07 3.5E-07 1.6E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 163 UCART1 482888.21 3717777.27 482888.21, 3717777.270.41307 0.21602 0.0018623 3.292E-08 0.00186 6.4E-07 1.9E-06 1.1E-06 1.0E-06 4.7E-07 2.2E-08 1.9E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 164 UCART1 482938.21 3717777.27 482938.21, 3717777.270.5474 0.26978 0.0024679 4.111E-08 0.00247 8.5E-07 2.6E-06 1.5E-06 1.4E-06 6.2E-07 2.9E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.9E-07 165 UCART1 482988.21 3717777.27 482988.21, 3717777.270.77735 0.35276 0.0035046 5.376E-08 0.0035 1.2E-06 3.7E-06 2.1E-06 1.9E-06 8.8E-07 4.1E-08 3.7E-07 0.0E+00 0.0E+00 0.0E+00 4.1E-07 166 UCART1 483038.21 3717777.27 483038.21, 3717777.271.18826 0.47904 0.0053572 7.3E-08 0.00536 1.9E-06 5.6E-06 3.2E-06 2.9E-06 1.3E-06 6.2E-08 5.6E-07 0.0E+00 0.0E+00 0.0E+00 6.2E-07 167 UCART1 483088.21 3717777.27 483088.21, 3717777.271.88263 0.64357 0.0084877 9.807E-08 0.00849 2.9E-06 8.9E-06 5.1E-06 4.7E-06 2.1E-06 9.8E-08 8.9E-07 0.0E+00 0.0E+00 0.0E+00 9.9E-07 168 UCART1 483138.21 3717777.27 483138.21, 3717777.272.84751 0.80434 0.0128378 1.226E-07 0.01284 4.4E-06 1.3E-05 7.8E-06 7.0E-06 3.2E-06 1.5E-07 1.3E-06 0.0E+00 0.0E+00 0.0E+00 1.5E-06 169 UCART1 483188.21 3717777.27 483188.21, 3717777.273.81551 0.94734 0.0172019 1.444E-07 0.0172 6.0E-06 1.8E-05 1.0E-05 9.4E-06 4.3E-06 2.0E-07 1.8E-06 0.0E+00 0.0E+00 0.0E+00 2.0E-06 170 UCART1 483238.21 3717777.27 483238.21, 3717777.274.01199 1.05325 0.0180877 1.605E-07 0.01809 6.3E-06 1.9E-05 1.1E-05 9.9E-06 4.5E-06 2.1E-07 1.9E-06 0.0E+00 0.0E+00 0.0E+00 2.1E-06 171 UCART1 483288.21 3717777.27 483288.21, 3717777.273.3112 1.1735 0.0149283 1.788E-07 0.01493 5.2E-06 1.6E-05 9.0E-06 8.2E-06 3.7E-06 1.7E-07 1.6E-06 0.0E+00 0.0E+00 0.0E+00 1.7E-06 172 UCART1 483338.21 3717777.27 483338.21, 3717777.272.36433 1.34344 0.0106594 2.047E-07 0.01066 3.7E-06 1.1E-05 6.4E-06 5.8E-06 2.7E-06 1.2E-07 1.1E-06 0.0E+00 0.0E+00 0.0E+00 1.2E-06 173 UCART1 483388.21 3717777.27 483388.21, 3717777.271.60588 1.55493 0.00724 2.37E-07 0.00724 2.5E-06 7.6E-06 4.4E-06 4.0E-06 1.8E-06 8.4E-08 7.6E-07 0.0E+00 0.0E+00 0.0E+00 8.4E-07 174 UCART1 483438.21 3717777.27 483438.21, 3717777.271.10637 1.84377 0.004988 2.81E-07 0.00499 1.7E-06 5.2E-06 3.0E-06 2.7E-06 1.2E-06 5.8E-08 5.2E-07 0.0E+00 0.0E+00 0.0E+00 5.8E-07 175 UCART1 483538.21 3717777.27 483538.21, 3717777.270.57397 2.46469 0.0025877 3.756E-07 0.00259 9.0E-07 2.7E-06 1.6E-06 1.4E-06 6.5E-07 3.0E-08 2.7E-07 0.0E+00 0.0E+00 0.0E+00 3.0E-07 176 UCART1 483588.21 3717777.27 483588.21, 3717777.270.43303 2.65344 0.0019523 4.044E-07 0.00195 6.8E-07 2.0E-06 1.2E-06 1.1E-06 4.9E-07 2.3E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 177 UCART1 483638.21 3717777.27 483638.21, 3717777.270.33745 2.65508 0.0015214 4.046E-07 0.00152 5.3E-07 1.6E-06 9.2E-07 8.3E-07 3.8E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 178 UCART1 483688.21 3717777.27 483688.21, 3717777.270.27076 2.4303 0.0012207 3.704E-07 0.00122 4.2E-07 1.3E-06 7.4E-07 6.7E-07 3.1E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 179 UCART1 482838.21 3717827.27 482838.21, 3717827.270.28651 0.16144 0.0012917 2.46E-08 0.00129 4.5E-07 1.4E-06 7.8E-07 7.1E-07 3.2E-07 1.5E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 180 UCART1 482888.21 3717827.27 482888.21, 3717827.270.37447 0.19905 0.0016883 3.033E-08 0.00169 5.8E-07 1.8E-06 1.0E-06 9.3E-07 4.2E-07 2.0E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 181 UCART1 482938.21 3717827.27 482938.21, 3717827.270.47266 0.23647 0.0021309 3.604E-08 0.00213 7.4E-07 2.2E-06 1.3E-06 1.2E-06 5.3E-07 2.5E-08 2.2E-07 0.0E+00 0.0E+00 0.0E+00 2.5E-07 182 UCART1 482988.21 3717827.27 482988.21, 3717827.270.6553 0.30099 0.0029544 4.587E-08 0.00295 1.0E-06 3.1E-06 1.8E-06 1.6E-06 7.4E-07 3.4E-08 3.1E-07 0.0E+00 0.0E+00 0.0E+00 3.4E-07 183 UCART1 483038.21 3717827.27 483038.21, 3717827.270.91998 0.38244 0.0041477 5.828E-08 0.00415 1.4E-06 4.3E-06 2.5E-06 2.3E-06 1.0E-06 4.8E-08 4.3E-07 0.0E+00 0.0E+00 0.0E+00 4.8E-07 184 UCART1 483088.21 3717827.27 483088.21, 3717827.271.25543 0.46835 0.00566 7.137E-08 0.00566 2.0E-06 5.9E-06 3.4E-06 3.1E-06 1.4E-06 6.5E-08 5.9E-07 0.0E+00 0.0E+00 0.0E+00 6.6E-07 185 UCART1 483138.21 3717827.27 483138.21, 3717827.271.58994 0.54668 0.0071681 8.331E-08 0.00717 2.5E-06 7.5E-06 4.3E-06 3.9E-06 1.8E-06 8.3E-08 7.5E-07 0.0E+00 0.0E+00 0.0E+00 8.3E-07 186 UCART1 483188.21 3717827.27 483188.21, 3717827.271.88399 0.63732 0.0084938 9.712E-08 0.00849 2.9E-06 8.9E-06 5.1E-06 4.7E-06 2.1E-06 9.8E-08 8.9E-07 0.0E+00 0.0E+00 0.0E+00 9.9E-07 187 UCART1 483238.21 3717827.27 483238.21, 3717827.271.94474 0.71981 0.0087677 1.097E-07 0.00877 3.0E-06 9.2E-06 5.3E-06 4.8E-06 2.2E-06 1.0E-07 9.2E-07 0.0E+00 0.0E+00 0.0E+00 1.0E-06 188 UCART1 483288.21 3717827.27 483288.21, 3717827.271.78158 0.80287 0.0080321 1.223E-07 0.00803 2.8E-06 8.4E-06 4.9E-06 4.4E-06 2.0E-06 9.3E-08 8.4E-07 0.0E+00 0.0E+00 0.0E+00 9.3E-07 189 UCART1 483338.21 3717827.27 483338.21, 3717827.271.49561 0.90225 0.0067428 1.375E-07 0.00674 2.3E-06 7.0E-06 4.1E-06 3.7E-06 1.7E-06 7.8E-08 7.1E-07 0.0E+00 0.0E+00 0.0E+00 7.8E-07 190 UCART1 483388.21 3717827.27 483388.21, 3717827.271.17125 1.01123 0.0052805 1.541E-07 0.00528 1.8E-06 5.5E-06 3.2E-06 2.9E-06 1.3E-06 6.1E-08 5.5E-07 0.0E+00 0.0E+00 0.0E+00 6.1E-07 191 UCART1 483438.21 3717827.27 483438.21, 3717827.270.89483 1.13777 0.0040343 1.734E-07 0.00403 1.4E-06 4.2E-06 2.4E-06 2.2E-06 1.0E-06 4.7E-08 4.2E-07 0.0E+00 0.0E+00 0.0E+00 4.7E-07 192 UCART1 483488.21 3717827.27 483488.21, 3717827.270.68112 1.26447 0.0030708 1.927E-07 0.00307 1.1E-06 3.2E-06 1.9E-06 1.7E-06 7.7E-07 3.5E-08 3.2E-07 0.0E+00 0.0E+00 0.0E+00 3.6E-07 193 UCART1 483538.21 3717827.27 483538.21, 3717827.270.52398 1.37171 0.0023623 2.09E-07 0.00236 8.2E-07 2.5E-06 1.4E-06 1.3E-06 5.9E-07 2.7E-08 2.5E-07 0.0E+00 0.0E+00 0.0E+00 2.7E-07 194 UCART1 483588.21 3717827.27 483588.21, 3717827.270.41069 1.43444 0.0018516 2.186E-07 0.00185 6.4E-07 1.9E-06 1.1E-06 1.0E-06 4.6E-07 2.1E-08 1.9E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 195 UCART1 483638.21 3717827.27 483638.21, 3717827.270.32804 1.42172 0.0014789 2.167E-07 0.00148 5.1E-07 1.5E-06 8.9E-07 8.1E-07 3.7E-07 1.7E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 196 UCART1 483688.21 3717827.27 483688.21, 3717827.270.26725 1.3229 0.0012049 2.016E-07 0.00121 4.2E-07 1.3E-06 7.3E-07 6.6E-07 3.0E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 197 UCART1 483738.21 3717827.27 483738.21, 3717827.270.22285 1.16027 0.0010047 1.768E-07 0.001 3.5E-07 1.1E-06 6.1E-07 5.5E-07 2.5E-07 1.2E-08 1.1E-07 0.0E+00 0.0E+00 0.0E+00 1.2E-07 198 UCART1 483788.21 3717827.27 483788.21, 3717827.270.18818 0.95699 0.0008484 1.458E-07 0.00085 2.9E-07 8.9E-07 5.1E-07 4.7E-07 2.1E-07 9.8E-09 8.9E-08 0.0E+00 0.0E+00 0.0E+00 9.9E-08 199 UCART1 482838.21 3717877.27 482838.21, 3717877.270.26489 0.15136 0.0011942 2.307E-08 0.00119 4.1E-07 1.2E-06 7.2E-07 6.6E-07 3.0E-07 1.4E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 200 UCART1 482888.21 3717877.27 482888.21, 3717877.270.33579 0.18189 0.0015139 2.772E-08 0.00151 5.2E-07 1.6E-06 9.2E-07 8.3E-07 3.8E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 201 UCART1 482938.21 3717877.27 482938.21, 3717877.270.41346 0.21067 0.0018641 3.21E-08 0.00186 6.5E-07 1.9E-06 1.1E-06 1.0E-06 4.7E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 202 UCART1 482988.21 3717877.27 482988.21, 3717877.270.54039 0.25616 0.0024363 3.904E-08 0.00244 8.4E-07 2.5E-06 1.5E-06 1.3E-06 6.1E-07 2.8E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.8E-07 203 UCART1 483038.21 3717877.27 483038.21, 3717877.270.70024 0.31102 0.003157 4.74E-08 0.00316 1.1E-06 3.3E-06 1.9E-06 1.7E-06 7.9E-07 3.6E-08 3.3E-07 0.0E+00 0.0E+00 0.0E+00 3.7E-07 204 UCART1 483088.21 3717877.27 483088.21, 3717877.270.85833 0.3608 0.0038697 5.498E-08 0.00387 1.3E-06 4.0E-06 2.3E-06 2.1E-06 9.7E-07 4.5E-08 4.1E-07 0.0E+00 0.0E+00 0.0E+00 4.5E-07 205 UCART1 483138.21 3717877.27 483138.21, 3717877.270.97417 0.40298 0.004392 6.141E-08 0.00439 1.5E-06 4.6E-06 2.7E-06 2.4E-06 1.1E-06 5.1E-08 4.6E-07 0.0E+00 0.0E+00 0.0E+00 5.1E-07 206 UCART1 483188.21 3717877.27 483188.21, 3717877.271.09658 0.46876 0.0049438 7.143E-08 0.00494 1.7E-06 5.2E-06 3.0E-06 2.7E-06 1.2E-06 5.7E-08 5.2E-07 0.0E+00 0.0E+00 0.0E+00 5.7E-07 207 UCART1 483238.21 3717877.27 483238.21, 3717877.271.14282 0.53208 0.0051523 8.108E-08 0.00515 1.8E-06 5.4E-06 3.1E-06 2.8E-06 1.3E-06 6.0E-08 5.4E-07 0.0E+00 0.0E+00 0.0E+00 6.0E-07 208 UCART1 483288.21 3717877.27 483288.21, 3717877.271.08163 0.58492 0.0048764 8.914E-08 0.00488 1.7E-06 5.1E-06 3.0E-06 2.7E-06 1.2E-06 5.6E-08 5.1E-07 0.0E+00 0.0E+00 0.0E+00 5.7E-07 209 UCART1 483338.21 3717877.27 483338.21, 3717877.270.97856 0.64453 0.0044118 9.822E-08 0.00441 1.5E-06 4.6E-06 2.7E-06 2.4E-06 1.1E-06 5.1E-08 4.6E-07 0.0E+00 0.0E+00 0.0E+00 5.1E-07 210 UCART1 483388.21 3717877.27 483388.21, 3717877.270.843 0.70875 0.0038006 1.08E-07 0.0038 1.3E-06 4.0E-06 2.3E-06 2.1E-06 9.5E-07 4.4E-08 4.0E-07 0.0E+00 0.0E+00 0.0E+00 4.4E-07 211 UCART1 483438.21 3717877.27 483438.21, 3717877.270.69901 0.77246 0.0031514 1.177E-07 0.00315 1.1E-06 3.3E-06 1.9E-06 1.7E-06 7.9E-07 3.6E-08 3.3E-07 0.0E+00 0.0E+00 0.0E+00 3.7E-07 212 UCART1 483488.21 3717877.27 483488.21, 3717877.270.56435 0.82322 0.0025443 1.255E-07 0.00254 8.8E-07 2.7E-06 1.5E-06 1.4E-06 6.4E-07 2.9E-08 2.7E-07 0.0E+00 0.0E+00 0.0E+00 3.0E-07 213 UCART1 483538.21 3717877.27 483538.21, 3717877.270.45717 0.86928 0.0020611 1.325E-07 0.00206 7.1E-07 2.2E-06 1.2E-06 1.1E-06 5.2E-07 2.4E-08 2.2E-07 0.0E+00 0.0E+00 0.0E+00 2.4E-07 214 UCART1 483588.21 3717877.27 483588.21, 3717877.270.37399 0.89843 0.0016861 1.369E-07 0.00169 5.8E-07 1.8E-06 1.0E-06 9.2E-07 4.2E-07 1.9E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 215 UCART1 483638.21 3717877.27 483638.21, 3717877.270.309 0.89419 0.0013931 1.363E-07 0.00139 4.8E-07 1.5E-06 8.4E-07 7.6E-07 3.5E-07 1.6E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 216 UCART1 483688.21 3717877.27 483688.21, 3717877.270.25808 0.84738 0.0011635 1.291E-07 0.00116 4.0E-07 1.2E-06 7.0E-07 6.4E-07 2.9E-07 1.3E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 217 UCART1 483738.21 3717877.27 483738.21, 3717877.270.21775 0.76583 0.0009817 1.167E-07 0.00098 3.4E-07 1.0E-06 5.9E-07 5.4E-07 2.5E-07 1.1E-08 1.0E-07 0.0E+00 0.0E+00 0.0E+00 1.1E-07 218 UCART1 483788.21 3717877.27 483788.21, 3717877.270.18515 0.66288 0.0008347 1.01E-07 0.00083 2.9E-07 8.7E-07 5.1E-07 4.6E-07 2.1E-07 9.7E-09 8.7E-08 0.0E+00 0.0E+00 0.0E+00 9.7E-08 219 UCART1 482838.21 3717927.27 482838.21, 3717927.270.2417 0.14031 0.0010897 2.138E-08 0.00109 3.8E-07 1.1E-06 6.6E-07 6.0E-07 2.7E-07 1.3E-08 1.1E-07 0.0E+00 0.0E+00 0.0E+00 1.3E-07 220 UCART1 482888.21 3717927.27 482888.21, 3717927.270.29437 0.1627 0.0013271 2.479E-08 0.00133 4.6E-07 1.4E-06 8.0E-07 7.3E-07 3.3E-07 1.5E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 221 UCART1 482938.21 3717927.27 482938.21, 3717927.270.3514 0.18422 0.0015843 2.807E-08 0.00158 5.5E-07 1.7E-06 9.6E-07 8.7E-07 4.0E-07 1.8E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 222 UCART1 482988.21 3717927.27 482988.21, 3717927.270.43968 0.2194 0.0019823 3.343E-08 0.00198 6.9E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.3E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 223 UCART1 483038.21 3717927.27 483038.21, 3717927.270.53165 0.25588 0.0023969 3.899E-08 0.0024 8.3E-07 2.5E-06 1.5E-06 1.3E-06 6.0E-07 2.8E-08 2.5E-07 0.0E+00 0.0E+00 0.0E+00 2.8E-07 224 UCART1 483088.21 3717927.27 483088.21, 3717927.270.60083 0.28536 0.0027088 4.349E-08 0.00271 9.4E-07 2.8E-06 1.6E-06 1.5E-06 6.8E-07 3.1E-08 2.8E-07 0.0E+00 0.0E+00 0.0E+00 3.1E-07 225 UCART1 483138.21 3717927.27 483138.21, 3717927.270.65897 0.31986 0.0029709 4.874E-08 0.00297 1.0E-06 3.1E-06 1.8E-06 1.6E-06 7.4E-07 3.4E-08 3.1E-07 0.0E+00 0.0E+00 0.0E+00 3.5E-07 226 UCART1 483188.21 3717927.27 483188.21, 3717927.270.72511 0.36808 0.0032691 5.609E-08 0.00327 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.2E-07 3.8E-08 3.4E-07 0.0E+00 0.0E+00 0.0E+00 3.8E-07 227 UCART1 483238.21 3717927.27 483238.21, 3717927.270.7375 0.40778 0.003325 6.214E-08 0.00333 1.2E-06 3.5E-06 2.0E-06 1.8E-06 8.3E-07 3.8E-08 3.5E-07 0.0E+00 0.0E+00 0.0E+00 3.9E-07 228 UCART1 483288.21 3717927.27 483288.21, 3717927.270.71232 0.4437 0.0032114 6.762E-08 0.00321 1.1E-06 3.4E-06 1.9E-06 1.8E-06 8.0E-07 3.7E-08 3.4E-07 0.0E+00 0.0E+00 0.0E+00 3.7E-07 229 UCART1 483338.21 3717927.27 483338.21, 3717927.270.67248 0.48306 0.0030318 7.361E-08 0.00303 1.0E-06 3.2E-06 1.8E-06 1.7E-06 7.6E-07 3.5E-08 3.2E-07 0.0E+00 0.0E+00 0.0E+00 3.5E-07 230 UCART1 483388.21 3717927.27 483388.21, 3717927.270.61372 0.523 0.0027669 7.97E-08 0.00277 9.6E-07 2.9E-06 1.7E-06 1.5E-06 6.9E-07 3.2E-08 2.9E-07 0.0E+00 0.0E+00 0.0E+00 3.2E-07 231 UCART1 483438.21 3717927.27 483438.21, 3717927.270.54162 0.56042 0.0024419 8.54E-08 0.00244 8.5E-07 2.6E-06 1.5E-06 1.3E-06 6.1E-07 2.8E-08 2.6E-07 0.0E+00 0.0E+00 0.0E+00 2.8E-07 232 UCART1 483488.21 3717927.27 483488.21, 3717927.270.46019 0.58331 0.0020747 8.889E-08 0.00207 7.2E-07 2.2E-06 1.3E-06 1.1E-06 5.2E-07 2.4E-08 2.2E-07 0.0E+00 0.0E+00 0.0E+00 2.4E-07 233 UCART1 483538.21 3717927.27 483538.21, 3717927.270.39001 0.60224 0.0017583 9.178E-08 0.00176 6.1E-07 1.8E-06 1.1E-06 9.6E-07 4.4E-07 2.0E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 234 UCART1 483588.21 3717927.27 483588.21, 3717927.270.33173 0.61464 0.0014956 9.367E-08 0.0015 5.2E-07 1.6E-06 9.0E-07 8.2E-07 3.7E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 235 UCART1 483638.21 3717927.27 483638.21, 3717927.270.28503 0.6175 0.001285 9.41E-08 0.00129 4.4E-07 1.3E-06 7.8E-07 7.0E-07 3.2E-07 1.5E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 236 UCART1 483688.21 3717927.27 483688.21, 3717927.270.24383 0.59394 0.0010993 9.051E-08 0.0011 3.8E-07 1.1E-06 6.7E-07 6.0E-07 2.8E-07 1.3E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.3E-07 237 UCART1 483738.21 3717927.27 483738.21, 3717927.270.20908 0.54928 0.0009426 8.37E-08 0.00094 3.3E-07 9.9E-07 5.7E-07 5.2E-07 2.4E-07 1.1E-08 9.9E-08 0.0E+00 0.0E+00 0.0E+00 1.1E-07 238 UCART1 483788.21 3717927.27 483788.21, 3717927.270.18008 0.49266 0.0008119 7.508E-08 0.00081 2.8E-07 8.5E-07 4.9E-07 4.5E-07 2.0E-07 9.4E-09 8.5E-08 0.0E+00 0.0E+00 0.0E+00 9.4E-08 239 UCART1 482838.21 3717977.27 482838.21, 3717977.270.22124 0.1307 0.0009974 1.992E-08 0.001 3.5E-07 1.0E-06 6.0E-07 5.5E-07 2.5E-07 1.2E-08 1.0E-07 0.0E+00 0.0E+00 0.0E+00 1.2E-07 240 UCART1 482888.21 3717977.27 482888.21, 3717977.270.26369 0.1497 0.0011888 2.281E-08 0.00119 4.1E-07 1.2E-06 7.2E-07 6.5E-07 3.0E-07 1.4E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 241 UCART1 482938.21 3717977.27 482938.21, 3717977.270.30636 0.16741 0.0013812 2.551E-08 0.00138 4.8E-07 1.4E-06 8.4E-07 7.6E-07 3.5E-07 1.6E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 242 UCART1 482988.21 3717977.27 482988.21, 3717977.270.35947 0.19139 0.0016206 2.917E-08 0.00162 5.6E-07 1.7E-06 9.8E-07 8.9E-07 4.1E-07 1.9E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.9E-07 243 UCART1 483038.21 3717977.27 483038.21, 3717977.270.41075 0.21633 0.0018518 3.297E-08 0.00185 6.4E-07 1.9E-06 1.1E-06 1.0E-06 4.6E-07 2.1E-08 1.9E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 244 UCART1 483088.21 3717977.27 483088.21, 3717977.270.44804 0.23914 0.00202 3.644E-08 0.00202 7.0E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.3E-08 2.1E-07 0.0E+00 0.0E+00 0.0E+00 2.3E-07 245 UCART1 483138.21 3717977.27 483138.21, 3717977.270.47766 0.26459 0.0021535 4.032E-08 0.00215 7.5E-07 2.3E-06 1.3E-06 1.2E-06 5.4E-07 2.5E-08 2.3E-07 0.0E+00 0.0E+00 0.0E+00 2.5E-07 246 UCART1 483188.21 3717977.27 483188.21, 3717977.270.49834 0.29242 0.0022467 4.456E-08 0.00225 7.8E-07 2.3E-06 1.4E-06 1.2E-06 5.6E-07 2.6E-08 2.4E-07 0.0E+00 0.0E+00 0.0E+00 2.6E-07 247 UCART1 483238.21 3717977.27 483238.21, 3717977.270.50045 0.31835 0.0022562 4.851E-08 0.00226 7.8E-07 2.4E-06 1.4E-06 1.2E-06 5.6E-07 2.6E-08 2.4E-07 0.0E+00 0.0E+00 0.0E+00 2.6E-07 248 UCART1 483288.21 3717977.27 483288.21, 3717977.270.49926 0.34784 0.0022509 5.301E-08 0.00225 7.8E-07 2.4E-06 1.4E-06 1.2E-06 5.6E-07 2.6E-08 2.4E-07 0.0E+00 0.0E+00 0.0E+00 2.6E-07 249 UCART1 483338.21 3717977.27 483338.21, 3717977.270.48352 0.37519 0.0021799 5.718E-08 0.00218 7.5E-07 2.3E-06 1.3E-06 1.2E-06 5.5E-07 2.5E-08 2.3E-07 0.0E+00 0.0E+00 0.0E+00 2.5E-07 250 UCART1 483388.21 3717977.27 483388.21, 3717977.270.45673 0.40095 0.0020591 6.11E-08 0.00206 7.1E-07 2.2E-06 1.2E-06 1.1E-06 5.2E-07 2.4E-08 2.2E-07 0.0E+00 0.0E+00 0.0E+00 2.4E-07 251 UCART1 483438.21 3717977.27 483438.21, 3717977.270.42054 0.42372 0.001896 6.457E-08 0.0019 6.6E-07 2.0E-06 1.1E-06 1.0E-06 4.7E-07 2.2E-08 2.0E-07 0.0E+00 0.0E+00 0.0E+00 2.2E-07 252 UCART1 483488.21 3717977.27 483488.21, 3717977.270.37866 0.4417 0.0017072 6.731E-08 0.00171 5.9E-07 1.8E-06 1.0E-06 9.4E-07 4.3E-07 2.0E-08 1.8E-07 0.0E+00 0.0E+00 0.0E+00 2.0E-07 253 UCART1 483538.21 3717977.27 483538.21, 3717977.270.33496 0.45234 0.0015101 6.893E-08 0.00151 5.2E-07 1.6E-06 9.1E-07 8.3E-07 3.8E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 254 UCART1 483588.21 3717977.27 483588.21, 3717977.270.29548 0.45927 0.0013321 6.999E-08 0.00133 4.6E-07 1.4E-06 8.1E-07 7.3E-07 3.3E-07 1.5E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 255 UCART1 483638.21 3717977.27 483638.21, 3717977.270.26026 0.45905 0.0011734 6.995E-08 0.00117 4.1E-07 1.2E-06 7.1E-07 6.4E-07 2.9E-07 1.4E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 256 UCART1 483688.21 3717977.27 483688.21, 3717977.270.2259 0.44011 0.0010185 6.707E-08 0.00102 3.5E-07 1.1E-06 6.2E-07 5.6E-07 2.5E-07 1.2E-08 1.1E-07 0.0E+00 0.0E+00 0.0E+00 1.2E-07 257 UCART1 483738.21 3717977.27 483738.21, 3717977.270.19386 0.40589 0.000874 6.185E-08 0.00087 3.0E-07 9.1E-07 5.3E-07 4.8E-07 2.2E-07 1.0E-08 9.2E-08 0.0E+00 0.0E+00 0.0E+00 1.0E-07 258 UCART1 483788.21 3717977.27 483788.21, 3717977.270.17057 0.37703 0.000769 5.746E-08 0.00077 2.7E-07 8.0E-07 4.7E-07 4.2E-07 1.9E-07 8.9E-09 8.1E-08 0.0E+00 0.0E+00 0.0E+00 8.9E-08 259 UCART1 482838.21 3718027.27 482838.21, 3718027.270.19989 0.1207 0.0009012 1.839E-08 0.0009 3.1E-07 9.4E-07 5.5E-07 4.9E-07 2.3E-07 1.0E-08 9.4E-08 0.0E+00 0.0E+00 0.0E+00 1.0E-07 260 UCART1 482888.21 3718027.27 482888.21, 3718027.270.22955 0.13473 0.0010349 2.053E-08 0.00103 3.6E-07 1.1E-06 6.3E-07 5.7E-07 2.6E-07 1.2E-08 1.1E-07 0.0E+00 0.0E+00 0.0E+00 1.2E-07 261 UCART1 482938.21 3718027.27 482938.21, 3718027.270.2601 0.14963 0.0011726 2.28E-08 0.00117 4.1E-07 1.2E-06 7.1E-07 6.4E-07 2.9E-07 1.4E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.4E-07 262 UCART1 482988.21 3718027.27 482988.21, 3718027.270.29125 0.1665 0.0013131 2.537E-08 0.00131 4.5E-07 1.4E-06 7.9E-07 7.2E-07 3.3E-07 1.5E-08 1.4E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 263 UCART1 483038.21 3718027.27 483038.21, 3718027.270.31888 0.18418 0.0014376 2.807E-08 0.00144 5.0E-07 1.5E-06 8.7E-07 7.9E-07 3.6E-07 1.7E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 264 UCART1 483088.21 3718027.27 483088.21, 3718027.270.33951 0.20182 0.0015307 3.076E-08 0.00153 5.3E-07 1.6E-06 9.3E-07 8.4E-07 3.8E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 265 UCART1 483138.21 3718027.27 483138.21, 3718027.270.35436 0.22036 0.0015976 3.358E-08 0.0016 5.5E-07 1.7E-06 9.7E-07 8.8E-07 4.0E-07 1.8E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.9E-07 266 UCART1 483188.21 3718027.27 483188.21, 3718027.270.36191 0.23884 0.0016316 3.64E-08 0.00163 5.6E-07 1.7E-06 9.9E-07 8.9E-07 4.1E-07 1.9E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.9E-07 267 UCART1 483238.21 3718027.27 483238.21, 3718027.270.36407 0.2576 0.0016414 3.926E-08 0.00164 5.7E-07 1.7E-06 9.9E-07 9.0E-07 4.1E-07 1.9E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.9E-07 268 UCART1 483288.21 3718027.27 483288.21, 3718027.270.36644 0.27921 0.0016521 4.255E-08 0.00165 5.7E-07 1.7E-06 1.0E-06 9.1E-07 4.1E-07 1.9E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.9E-07 269 UCART1 483338.21 3718027.27 483338.21, 3718027.270.36072 0.29856 0.0016263 4.55E-08 0.00163 5.6E-07 1.7E-06 9.8E-07 8.9E-07 4.1E-07 1.9E-08 1.7E-07 0.0E+00 0.0E+00 0.0E+00 1.9E-07 270 UCART1 483388.21 3718027.27 483388.21, 3718027.270.34842 0.3157 0.0015708 4.811E-08 0.00157 5.4E-07 1.6E-06 9.5E-07 8.6E-07 3.9E-07 1.8E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.8E-07 271 UCART1 483438.21 3718027.27 483438.21, 3718027.270.33054 0.33028 0.0014902 5.033E-08 0.00149 5.2E-07 1.6E-06 9.0E-07 8.2E-07 3.7E-07 1.7E-08 1.6E-07 0.0E+00 0.0E+00 0.0E+00 1.7E-07 272 UCART1 483488.21 3718027.27 483488.21, 3718027.270.30815 0.34154 0.0013893 5.205E-08 0.00139 4.8E-07 1.5E-06 8.4E-07 7.6E-07 3.5E-07 1.6E-08 1.5E-07 0.0E+00 0.0E+00 0.0E+00 1.6E-07 273 UCART1 483538.21 3718027.27 483538.21, 3718027.270.28356 0.34967 0.0012784 5.329E-08 0.00128 4.4E-07 1.3E-06 7.7E-07 7.0E-07 3.2E-07 1.5E-08 1.3E-07 0.0E+00 0.0E+00 0.0E+00 1.5E-07 274 UCART1 483588.21 3718027.27 483588.21, 3718027.270.25643 0.35107 0.0011561 5.35E-08 0.00116 4.0E-07 1.2E-06 7.0E-07 6.3E-07 2.9E-07 1.3E-08 1.2E-07 0.0E+00 0.0E+00 0.0E+00 1.3E-07 275 UCART1 483638.21 3718027.27 483638.21, 3718027.270.23051 0.34847 0.0010392 5.31E-08 0.00104 3.6E-07 1.1E-06 6.3E-07 5.7E-07 2.6E-07 1.2E-08 1.1E-07 0.0E+00 0.0E+00 0.0E+00 1.2E-07 276 UCART1 483688.21 3718027.27 483688.21, 3718027.270.20264 0.3318 0.0009136 5.056E-08 0.00091 3.2E-07 9.5E-07 5.5E-07 5.0E-07 2.3E-07 1.1E-08 9.6E-08 0.0E+00 0.0E+00 0.0E+00 1.1E-07 277 UCART1 483738.21 3718027.27 483738.21, 3718027.270.17637 0.30816 0.0007951 4.696E-08 0.0008 2.8E-07 8.3E-07 4.8E-07 4.4E-07 2.0E-07 9.2E-09 8.3E-08 0.0E+00 0.0E+00 0.0E+00 9.2E-08 278 UCART1 483788.21 3718027.27 483788.21, 3718027.270.15668 0.29046 0.0007064 4.426E-08 0.00071 2.4E-07 7.4E-07 4.3E-07 3.9E-07 1.8E-07 8.2E-09 7.4E-08 0.0E+00 0.0E+00 0.0E+00 8.2E-08 279 UCART2483217.95 3717535.43 483217.95, 3717535.437.6967 8.69802 0.0347 1.325E-06 0.0347 1.2E-05 3.6E-05 2.1E-05 1.9E-05 8.7E-06 4.0E-07 3.6E-06 0.0E+00 0.0E+00 0.0E+00 4.0E-06 280 UCART3483253.34 3717548.13 483253.34, 3717548.138.93419 9.01645 0.0402791 1.374E-06 0.04028 1.4E-05 4.2E-05 2.4E-05 2.2E-05 1.0E-05 4.7E-07 4.2E-06 0.0E+00 0.0E+00 0.0E+00 4.7E-06 281 UCART4483282.7 3717560.83 483282.7, 3717560.838.11319 9.59119 0.0365777 1.462E-06 0.03658 1.3E-05 3.8E-05 2.2E-05 2.0E-05 9.2E-06 4.2E-07 3.8E-06 0.0E+00 0.0E+00 0.0E+00 4.3E-06 Residential DOSEair = (Cair*(BR/BW)*A*EF*10-6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor1 CPF 1.1 Cancer Potency Factor for DPM4 EF 0.96 Exposure frequency (350/year)2 AT 70 Averaging Time5 10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion3
Age BR/BW ASF FAH ED (Const)
3rd 361 10 0.85 0.25
0<2 1090 10 0.85 0.75
2<9 631 3 0.72 0
9<16 572 3 0.72 0
16<30 261 1 0.73 0
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for DPM, OEHHA 2015, Table 7.1, page 7-5 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 1.1E-05 Rec#: 127
Location: 483288.21, 3717627.27
Operational Risk
OnSite Travel OnSite Idle Off-Site Travel
Emissions Rate (g/s): 3.92624E-07 4.07322E-06 2.57E-07
Concentration
Discrete Receptor ID [µg/m^3] at 1 g/s Unmitigated Residential Dose Risk by Age Group X Y X, Y OnSite Travel OnSite Idle Off-Site Travel OnSite Travel OnSite Idle Off-Site Travel Total 3rd 0<2 2<9 9<16 16<30 3rd 0<2 2<9 9<16 16<30 Total Risk 1 UCART1 482838.21 3717227.27 482838.21, 3717227.273.94469 4.12987 2.90659 1.54878E-06 1.68219E-05 7.46163E-07 1.9E-05 6.6E-09 2.0E-08 1.2E-08 1.0E-08 4.8E-09 2.2E-10 5.3E-09 2.7E-09 2.5E-09 7.5E-10 1.2E-08 2 UCART1 482888.21 3717227.27 482888.21, 3717227.274.33582 4.56779 3.2046 1.70235E-06 1.86056E-05 8.22666E-07 2.1E-05 7.3E-09 2.2E-08 1.3E-08 1.2E-08 5.3E-09 2.4E-10 5.9E-09 3.0E-09 2.8E-09 8.3E-10 1.3E-08 3 UCART1 482988.21 3717227.27 482988.21, 3717227.275.25283 5.61103 3.93608 2.06239E-06 2.2855E-05 1.01045E-06 2.6E-05 9.0E-09 2.7E-08 1.6E-08 1.4E-08 6.5E-09 3.0E-10 7.2E-09 3.7E-09 3.4E-09 1.0E-09 1.6E-08 4 UCART1 483038.21 3717227.27 483038.21, 3717227.275.75115 6.18623 4.36246 2.25804E-06 2.51979E-05 1.11991E-06 2.9E-05 9.9E-09 3.0E-08 1.7E-08 1.6E-08 7.2E-09 3.3E-10 8.0E-09 4.1E-09 3.7E-09 1.1E-09 1.7E-08 5 UCART1 483088.21 3717227.27 483088.21, 3717227.276.22246 6.73332 4.79975 2.44309E-06 2.74263E-05 1.23216E-06 3.1E-05 1.1E-08 3.3E-08 1.9E-08 1.7E-08 7.8E-09 3.6E-10 8.7E-09 4.5E-09 4.1E-09 1.2E-09 1.9E-08 6 UCART1 483138.21 3717227.27 483138.21, 3717227.276.58113 7.14694 5.18586 2.58391E-06 2.91111E-05 1.33128E-06 3.3E-05 1.1E-08 3.5E-08 2.0E-08 1.8E-08 8.3E-09 3.8E-10 9.2E-09 4.7E-09 4.3E-09 1.3E-09 2.0E-08 7 UCART1 483188.21 3717227.27 483188.21, 3717227.276.81203 7.4169 5.46247 2.67457E-06 3.02107E-05 1.40229E-06 3.4E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.6E-09 4.0E-10 9.6E-09 4.9E-09 4.5E-09 1.4E-09 2.1E-08 8 UCART1 483238.21 3717227.27 483238.21, 3717227.277.25921 7.9789 5.82667 2.85014E-06 3.24998E-05 1.49579E-06 3.7E-05 1.3E-08 3.9E-08 2.2E-08 2.0E-08 9.2E-09 4.3E-10 1.0E-08 5.3E-09 4.8E-09 1.5E-09 2.2E-08 9 UCART1 483288.21 3717227.27 483288.21, 3717227.277.0703 7.72716 6.13543 2.77597E-06 3.14744E-05 1.57505E-06 3.6E-05 1.2E-08 3.7E-08 2.2E-08 2.0E-08 9.0E-09 4.1E-10 1.0E-08 5.2E-09 4.7E-09 1.4E-09 2.2E-08 10 UCART1 483338.21 3717227.27 483338.21, 3717227.277.20249 7.92589 6.37187 2.82787E-06 3.22839E-05 1.63575E-06 3.7E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.2E-09 4.2E-10 1.0E-08 5.3E-09 4.8E-09 1.5E-09 2.2E-08 11 UCART1 483388.21 3717227.27 483388.21, 3717227.276.6679 7.27771 6.38926 2.61798E-06 2.96437E-05 1.64021E-06 3.4E-05 1.2E-08 3.5E-08 2.1E-08 1.9E-08 8.5E-09 3.9E-10 9.5E-09 4.9E-09 4.4E-09 1.3E-09 2.0E-08 12 UCART1 483438.21 3717227.27 483438.21, 3717227.275.6228 6.00487 5.88829 2.20765E-06 2.44592E-05 1.51161E-06 2.8E-05 9.8E-09 2.9E-08 1.7E-08 1.5E-08 7.1E-09 3.3E-10 7.9E-09 4.1E-09 3.7E-09 1.1E-09 1.7E-08 13 UCART1 483488.21 3717227.27 483488.21, 3717227.275.09383 5.4109 5.68091 1.99996E-06 2.20398E-05 1.45837E-06 2.5E-05 8.8E-09 2.7E-08 1.5E-08 1.4E-08 6.4E-09 2.9E-10 7.1E-09 3.7E-09 3.3E-09 1.0E-09 1.5E-08 14 UCART1 483788.21 3717227.27 483788.21, 3717227.272.82361 2.90461 4.24309 1.10862E-06 1.18311E-05 1.08926E-06 1.4E-05 4.9E-09 1.5E-08 8.5E-09 7.7E-09 3.5E-09 1.6E-10 3.9E-09 2.0E-09 1.8E-09 5.5E-10 8.5E-09 15 UCART1 482838.21 3717277.27 482838.21, 3717277.274.44964 4.65651 3.19548 1.74704E-06 1.8967E-05 8.20325E-07 2.2E-05 7.5E-09 2.3E-08 1.3E-08 1.2E-08 5.4E-09 2.5E-10 6.0E-09 3.1E-09 2.8E-09 8.5E-10 1.3E-08 16 UCART1 482888.21 3717277.27 482888.21, 3717277.274.94259 5.21113 3.55866 1.94058E-06 2.12261E-05 9.13558E-07 2.4E-05 8.3E-09 2.5E-08 1.5E-08 1.3E-08 6.0E-09 2.8E-10 6.7E-09 3.5E-09 3.1E-09 9.5E-10 1.5E-08 17 UCART1 482988.21 3717277.27 482988.21, 3717277.276.17362 6.62174 4.49965 2.42391E-06 2.69718E-05 1.15512E-06 3.1E-05 1.1E-08 3.2E-08 1.8E-08 1.7E-08 7.6E-09 3.5E-10 8.5E-09 4.4E-09 4.0E-09 1.2E-09 1.8E-08 18 UCART1 483038.21 3717277.27 483038.21, 3717277.276.8942 7.46325 5.08412 2.70683E-06 3.03995E-05 1.30517E-06 3.4E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.6E-09 4.0E-10 9.6E-09 4.9E-09 4.5E-09 1.4E-09 2.1E-08 19 UCART1 483088.21 3717277.27 483088.21, 3717277.277.54209 8.23403 5.66755 2.96121E-06 3.3539E-05 1.45494E-06 3.8E-05 1.3E-08 4.0E-08 2.3E-08 2.1E-08 9.5E-09 4.4E-10 1.1E-08 5.5E-09 4.9E-09 1.5E-09 2.3E-08 20 UCART1 483138.21 3717277.27 483138.21, 3717277.278.10532 8.90504 6.24097 3.18234E-06 3.62722E-05 1.60215E-06 4.1E-05 1.4E-08 4.3E-08 2.5E-08 2.3E-08 1.0E-08 4.7E-10 1.1E-08 5.9E-09 5.4E-09 1.6E-09 2.5E-08 21 UCART1 483188.21 3717277.27 483188.21, 3717277.278.43752 9.29978 6.7113 3.31277E-06 3.78801E-05 1.72289E-06 4.3E-05 1.5E-08 4.5E-08 2.6E-08 2.4E-08 1.1E-08 5.0E-10 1.2E-08 6.2E-09 5.6E-09 1.7E-09 2.6E-08 22 UCART1 483238.21 3717277.27 483238.21, 3717277.278.5099 9.37458 7.04606 3.34119E-06 3.81848E-05 1.80882E-06 4.3E-05 1.5E-08 4.5E-08 2.6E-08 2.4E-08 1.1E-08 5.0E-10 1.2E-08 6.2E-09 5.6E-09 1.7E-09 2.6E-08 23 UCART1 483288.21 3717277.27 483288.21, 3717277.278.30499 9.10395 7.25344 3.26074E-06 3.70824E-05 1.86206E-06 4.2E-05 1.5E-08 4.4E-08 2.6E-08 2.3E-08 1.1E-08 4.9E-10 1.2E-08 6.1E-09 5.5E-09 1.7E-09 2.6E-08 24 UCART1 483338.21 3717277.27 483338.21, 3717277.278.03139 8.67555 7.51343 3.15332E-06 3.53375E-05 1.9288E-06 4E-05 1.4E-08 4.2E-08 2.4E-08 2.2E-08 1.0E-08 4.7E-10 1.1E-08 5.8E-09 5.3E-09 1.6E-09 2.4E-08 25 UCART1 483388.21 3717277.27 483388.21, 3717277.277.31295 7.90476 7.23219 2.87124E-06 3.21979E-05 1.85661E-06 3.7E-05 1.3E-08 3.9E-08 2.2E-08 2.0E-08 9.2E-09 4.3E-10 1.0E-08 5.3E-09 4.8E-09 1.5E-09 2.2E-08 26 UCART1 483438.21 3717277.27 483438.21, 3717277.27 6.644 7.12738 7.07305 2.60859E-06 2.90314E-05 1.81575E-06 3.3E-05 1.2E-08 3.5E-08 2.0E-08 1.8E-08 8.4E-09 3.9E-10 9.3E-09 4.8E-09 4.4E-09 1.3E-09 2.0E-08 27 UCART1 483488.21 3717277.27 483488.21, 3717277.275.93936 6.32058 6.80723 2.33194E-06 2.57451E-05 1.74751E-06 3E-05 1.0E-08 3.1E-08 1.8E-08 1.6E-08 7.5E-09 3.4E-10 8.3E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-08 28 UCART1 483788.21 3717277.27 483788.21, 3717277.272.99373 3.07768 4.80512 1.17541E-06 1.25361E-05 1.23354E-06 1.5E-05 5.2E-09 1.6E-08 9.0E-09 8.2E-09 3.7E-09 1.7E-10 4.2E-09 2.1E-09 1.9E-09 5.9E-10 9.0E-09 29 UCART1 482838.21 3717327.27 482838.21, 3717327.274.98773 5.21188 3.4902 1.9583E-06 2.12292E-05 8.95984E-07 2.4E-05 8.3E-09 2.5E-08 1.5E-08 1.3E-08 6.0E-09 2.8E-10 6.7E-09 3.5E-09 3.1E-09 9.5E-10 1.5E-08 30 UCART1 482888.21 3717327.27 482888.21, 3717327.275.65158 5.95649 3.9555 2.21895E-06 2.42621E-05 1.01543E-06 2.7E-05 9.5E-09 2.9E-08 1.7E-08 1.5E-08 6.9E-09 3.2E-10 7.7E-09 4.0E-09 3.6E-09 1.1E-09 1.7E-08 31 UCART1 483038.21 3717327.27 483038.21, 3717327.278.38022 9.1341 5.99876 3.29028E-06 3.72052E-05 1.53997E-06 4.2E-05 1.5E-08 4.4E-08 2.5E-08 2.3E-08 1.1E-08 4.9E-10 1.2E-08 6.0E-09 5.5E-09 1.7E-09 2.5E-08 32 UCART1 483088.21 3717327.27 483088.21, 3717327.279.38588 10.35444 6.85486 3.68512E-06 4.21759E-05 1.75974E-06 4.8E-05 1.6E-08 5.0E-08 2.9E-08 2.6E-08 1.2E-08 5.5E-10 1.3E-08 6.8E-09 6.2E-09 1.9E-09 2.9E-08 33 UCART1 483138.21 3717327.27 483138.21, 3717327.2710.25396 11.42196 7.69746 4.02595E-06 4.65242E-05 1.97605E-06 5.3E-05 1.8E-08 5.5E-08 3.2E-08 2.9E-08 1.3E-08 6.1E-10 1.5E-08 7.6E-09 6.8E-09 2.1E-09 3.2E-08 34 UCART1 483188.21 3717327.27 483188.21, 3717327.2710.81532 12.10813 8.41158 4.24635E-06 4.93191E-05 2.15937E-06 5.6E-05 1.9E-08 5.8E-08 3.4E-08 3.1E-08 1.4E-08 6.4E-10 1.6E-08 8.0E-09 7.3E-09 2.2E-09 3.4E-08 35 UCART1 483238.21 3717327.27 483238.21, 3717327.2710.9418 12.2402 8.90024 4.29601E-06 4.98571E-05 2.28482E-06 5.6E-05 2.0E-08 5.9E-08 3.4E-08 3.1E-08 1.4E-08 6.5E-10 1.6E-08 8.1E-09 7.4E-09 2.2E-09 3.4E-08 36 UCART1 483288.21 3717327.27 483288.21, 3717327.2710.62212 11.80781 9.13566 4.1705E-06 4.80958E-05 2.34525E-06 5.5E-05 1.9E-08 5.7E-08 3.3E-08 3.0E-08 1.4E-08 6.3E-10 1.5E-08 7.9E-09 7.1E-09 2.2E-09 3.3E-08 37 UCART1 483338.21 3717327.27 483338.21, 3717327.279.92099 10.91859 9.13502 3.89522E-06 4.44739E-05 2.34509E-06 5.1E-05 1.8E-08 5.3E-08 3.1E-08 2.8E-08 1.3E-08 5.9E-10 1.4E-08 7.3E-09 6.6E-09 2.0E-09 3.1E-08 38 UCART1 483388.21 3717327.27 483388.21, 3717327.278.97193 9.7639 8.95945 3.5226E-06 3.97705E-05 2.30002E-06 4.6E-05 1.6E-08 4.8E-08 2.8E-08 2.5E-08 1.1E-08 5.3E-10 1.3E-08 6.6E-09 5.9E-09 1.8E-09 2.8E-08 39 UCART1 483438.21 3717327.27 483438.21, 3717327.277.93246 8.5372 8.64211 3.11447E-06 3.47739E-05 2.21855E-06 4E-05 1.4E-08 4.2E-08 2.4E-08 2.2E-08 1.0E-08 4.6E-10 1.1E-08 5.8E-09 5.2E-09 1.6E-09 2.4E-08 40 UCART1 483488.21 3717327.27 483488.21, 3717327.276.91375 7.36452 8.22569 2.7145E-06 2.99973E-05 2.11165E-06 3.5E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.7E-09 4.0E-10 9.7E-09 5.0E-09 4.5E-09 1.4E-09 2.1E-08 41 UCART1 483538.21 3717327.27 483538.21, 3717327.276.01936 6.35274 7.80341 2.36335E-06 2.58761E-05 2.00325E-06 3E-05 1.0E-08 3.2E-08 1.8E-08 1.7E-08 7.6E-09 3.5E-10 8.4E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-08 42 UCART1 483738.21 3717327.27 483738.21, 3717327.273.57914 3.68532 6.0458 1.40526E-06 1.50111E-05 1.55204E-06 1.8E-05 6.2E-09 1.9E-08 1.1E-08 9.9E-09 4.5E-09 2.1E-10 5.0E-09 2.6E-09 2.3E-09 7.1E-10 1.1E-08 43 UCART1 483788.21 3717327.27 483788.21, 3717327.27 3.194 3.27559 5.60044 1.25404E-06 1.33422E-05 1.43771E-06 1.6E-05 5.6E-09 1.7E-08 9.7E-09 8.8E-09 4.0E-09 1.9E-10 4.5E-09 2.3E-09 2.1E-09 6.3E-10 9.7E-09 44 UCART1 482838.21 3717377.27 482838.21, 3717377.275.57847 5.81051 3.79757 2.19024E-06 2.36675E-05 9.7489E-07 2.7E-05 9.3E-09 2.8E-08 1.6E-08 1.5E-08 6.7E-09 3.1E-10 7.5E-09 3.9E-09 3.5E-09 1.1E-09 1.6E-08 45 UCART1 482888.21 3717377.27 482888.21, 3717377.276.47719 6.81093 4.39478 2.5431E-06 2.77424E-05 1.1282E-06 3.1E-05 1.1E-08 3.3E-08 1.9E-08 1.7E-08 7.9E-09 3.6E-10 8.8E-09 4.5E-09 4.1E-09 1.2E-09 1.9E-08 46 UCART1 483038.21 3717377.27 483038.21, 3717377.2710.32591 11.32857 7.16852 4.0542E-06 4.61438E-05 1.84026E-06 5.2E-05 1.8E-08 5.4E-08 3.1E-08 2.9E-08 1.3E-08 6.0E-10 1.5E-08 7.5E-09 6.8E-09 2.1E-09 3.1E-08 47 UCART1 483088.21 3717377.27 483088.21, 3717377.2711.94734 13.34092 8.49009 4.69081E-06 5.43405E-05 2.17953E-06 6.1E-05 2.1E-08 6.4E-08 3.7E-08 3.4E-08 1.5E-08 7.1E-10 1.7E-08 8.8E-09 8.0E-09 2.4E-09 3.7E-08 48 UCART1 483138.21 3717377.27 483138.21, 3717377.2713.44684 15.24613 9.86445 5.27955E-06 6.21009E-05 2.53234E-06 7E-05 2.4E-08 7.3E-08 4.2E-08 3.8E-08 1.7E-08 8.1E-10 2.0E-08 1.0E-08 9.1E-09 2.8E-09 4.2E-08 49 UCART1 483188.21 3717377.27 483188.21, 3717377.2714.48303 16.55659 11.04176 5.68639E-06 6.74387E-05 2.83458E-06 7.6E-05 2.6E-08 7.9E-08 4.6E-08 4.2E-08 1.9E-08 8.8E-10 2.1E-08 1.1E-08 9.9E-09 3.0E-09 4.6E-08 50 UCART1 483238.21 3717377.27 483238.21, 3717377.2714.71153 16.78948 11.75894 5.7761E-06 6.83873E-05 3.01869E-06 7.7E-05 2.7E-08 8.1E-08 4.7E-08 4.2E-08 1.9E-08 8.9E-10 2.2E-08 1.1E-08 1.0E-08 3.0E-09 4.7E-08 51 UCART1 483288.21 3717377.27 483288.21, 3717377.2714.08879 15.91007 11.97727 5.5316E-06 6.48053E-05 3.07473E-06 7.3E-05 2.5E-08 7.7E-08 4.4E-08 4.0E-08 1.8E-08 8.5E-10 2.0E-08 1.1E-08 9.6E-09 2.9E-09 4.4E-08 52 UCART1 483338.21 3717377.27 483338.21, 3717377.2712.80726 14.24058 11.80222 5.02844E-06 5.80051E-05 3.0298E-06 6.6E-05 2.3E-08 6.9E-08 4.0E-08 3.6E-08 1.7E-08 7.6E-10 1.8E-08 9.5E-09 8.6E-09 2.6E-09 4.0E-08 53 UCART1 483388.21 3717377.27 483388.21, 3717377.2711.19955 12.25081 11.37437 4.39721E-06 4.99003E-05 2.91996E-06 5.7E-05 2.0E-08 6.0E-08 3.5E-08 3.1E-08 1.4E-08 6.6E-10 1.6E-08 8.2E-09 7.5E-09 2.3E-09 3.5E-08 54 UCART1 483438.21 3717377.27 483438.21, 3717377.279.55634 10.29893 10.78904 3.75205E-06 4.19498E-05 2.7697E-06 4.8E-05 1.7E-08 5.1E-08 2.9E-08 2.7E-08 1.2E-08 5.6E-10 1.4E-08 7.0E-09 6.3E-09 1.9E-09 2.9E-08 55 UCART1 483488.21 3717377.27 483488.21, 3717377.278.09781 8.6158 10.17308 3.17939E-06 3.50941E-05 2.61157E-06 4.1E-05 1.4E-08 4.3E-08 2.5E-08 2.2E-08 1.0E-08 4.7E-10 1.1E-08 5.9E-09 5.3E-09 1.6E-09 2.5E-08 56 UCART1 483538.21 3717377.27 483538.21, 3717377.276.89296 7.25559 9.60829 2.70634E-06 2.95536E-05 2.46658E-06 3.5E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.7E-09 4.0E-10 9.7E-09 5.0E-09 4.5E-09 1.4E-09 2.1E-08 57 UCART1 483588.21 3717377.27 483588.21, 3717377.275.87899 6.13581 9.01532 2.30823E-06 2.49925E-05 2.31436E-06 3E-05 1.0E-08 3.1E-08 1.8E-08 1.6E-08 7.4E-09 3.4E-10 8.3E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-08 58 UCART1 483738.21 3717377.27 483738.21, 3717377.273.81167 3.91379 7.16677 1.49655E-06 1.59417E-05 1.83981E-06 1.9E-05 6.7E-09 2.0E-08 1.2E-08 1.1E-08 4.8E-09 2.2E-10 5.4E-09 2.8E-09 2.5E-09 7.6E-10 1.2E-08 59 UCART1 483788.21 3717377.27 483788.21, 3717377.273.37521 3.4523 6.59431 1.32519E-06 1.4062E-05 1.69285E-06 1.7E-05 5.9E-09 1.8E-08 1.0E-08 9.4E-09 4.3E-09 2.0E-10 4.8E-09 2.5E-09 2.2E-09 6.7E-10 1.0E-08 60 UCART1 482838.21 3717427.27 482838.21, 3717427.276.20038 6.42231 4.09707 2.43442E-06 2.61595E-05 1.05178E-06 3E-05 1.0E-08 3.1E-08 1.8E-08 1.6E-08 7.4E-09 3.4E-10 8.3E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-08 61 UCART1 482888.21 3717427.27 482888.21, 3717427.277.36645 7.70725 4.83944 2.89225E-06 3.13934E-05 1.24235E-06 3.6E-05 1.2E-08 3.7E-08 2.1E-08 1.9E-08 8.9E-09 4.1E-10 9.9E-09 5.1E-09 4.6E-09 1.4E-09 2.1E-08 62 UCART1 482988.21 3717427.27 482988.21, 3717427.2710.70893 11.54629 7.0665 4.20458E-06 4.70306E-05 1.81407E-06 5.3E-05 1.8E-08 5.5E-08 3.2E-08 2.9E-08 1.3E-08 6.1E-10 1.5E-08 7.6E-09 6.9E-09 2.1E-09 3.2E-08 63 UCART1 483038.21 3717427.27 483038.21, 3717427.2713.05124 14.38553 8.76227 5.12423E-06 5.85955E-05 2.2494E-06 6.6E-05 2.3E-08 6.9E-08 4.0E-08 3.6E-08 1.7E-08 7.6E-10 1.8E-08 9.5E-09 8.6E-09 2.6E-09 4.0E-08 64 UCART1 483088.21 3717427.27 483088.21, 3717427.2715.79744 17.87707 10.94855 6.20245E-06 7.28173E-05 2.81065E-06 8.2E-05 2.8E-08 8.6E-08 5.0E-08 4.5E-08 2.0E-08 9.5E-10 2.3E-08 1.2E-08 1.1E-08 3.2E-09 4.9E-08 65 UCART1 483138.21 3717427.27 483138.21, 3717427.2718.55163 21.53536 13.4378 7.28382E-06 8.77183E-05 3.44967E-06 9.8E-05 3.4E-08 1.0E-07 6.0E-08 5.4E-08 2.5E-08 1.1E-09 2.7E-08 1.4E-08 1.3E-08 3.9E-09 5.9E-08 66 UCART1 483188.21 3717427.27 483188.21, 3717427.2720.63646 24.30852 15.64088 8.10237E-06 9.9014E-05 4.01524E-06 0.00011 3.8E-08 1.2E-07 6.7E-08 6.1E-08 2.8E-08 1.3E-09 3.1E-08 1.6E-08 1.4E-08 4.4E-09 6.7E-08 67 UCART1 483238.21 3717427.27 483238.21, 3717427.2721.16959 24.8333 16.76475 8.31169E-06 0.000101152 4.30375E-06 0.00011 3.9E-08 1.2E-07 6.9E-08 6.2E-08 2.8E-08 1.3E-09 3.2E-08 1.6E-08 1.5E-08 4.5E-09 6.9E-08 68 UCART1 483288.21 3717427.27 483288.21, 3717427.2719.82974 22.80352 16.71919 7.78563E-06 9.28838E-05 4.29205E-06 0.0001 3.6E-08 1.1E-07 6.4E-08 5.8E-08 2.6E-08 1.2E-09 2.9E-08 1.5E-08 1.4E-08 4.1E-09 6.3E-08 69 UCART1 483338.21 3717427.27 483338.21, 3717427.2717.15534 19.23993 15.94046 6.7356E-06 7.83685E-05 4.09214E-06 8.9E-05 3.1E-08 9.3E-08 5.4E-08 4.9E-08 2.2E-08 1.0E-09 2.5E-08 1.3E-08 1.2E-08 3.5E-09 5.4E-08 70 UCART1 483388.21 3717427.27 483388.21, 3717427.2714.2623 15.62787 14.97134 5.59972E-06 6.36558E-05 3.84336E-06 7.3E-05 2.5E-08 7.6E-08 4.4E-08 4.0E-08 1.8E-08 8.4E-10 2.0E-08 1.1E-08 9.5E-09 2.9E-09 4.4E-08 71 UCART1 483438.21 3717427.27 483438.21, 3717427.2711.65297 12.52731 13.95935 4.57524E-06 5.10265E-05 3.58356E-06 5.9E-05 2.0E-08 6.2E-08 3.6E-08 3.2E-08 1.5E-08 6.8E-10 1.7E-08 8.5E-09 7.7E-09 2.3E-09 3.6E-08 72 UCART1 483488.21 3717427.27 483488.21, 3717427.279.52056 10.08372 13.00019 3.738E-06 4.10732E-05 3.33733E-06 4.8E-05 1.7E-08 5.0E-08 2.9E-08 2.6E-08 1.2E-08 5.6E-10 1.3E-08 6.9E-09 6.3E-09 1.9E-09 2.9E-08 73 UCART1 483538.21 3717427.27 483538.21, 3717427.277.8278 8.19877 12.08261 3.07338E-06 3.33954E-05 3.10178E-06 4E-05 1.4E-08 4.1E-08 2.4E-08 2.2E-08 9.9E-09 4.6E-10 1.1E-08 5.7E-09 5.2E-09 1.6E-09 2.4E-08 74 UCART1 483588.21 3717427.27 483588.21, 3717427.276.51128 6.76284 11.22767 2.55648E-06 2.75466E-05 2.8823E-06 3.3E-05 1.1E-08 3.4E-08 2.0E-08 1.8E-08 8.3E-09 3.8E-10 9.2E-09 4.7E-09 4.3E-09 1.3E-09 2.0E-08 75 UCART1 483738.21 3717427.27 483738.21, 3717427.274.0346 4.12829 8.72577 1.58408E-06 1.68154E-05 2.24003E-06 2.1E-05 7.1E-09 2.2E-08 1.2E-08 1.1E-08 5.2E-09 2.4E-10 5.8E-09 3.0E-09 2.7E-09 8.1E-10 1.2E-08 76 UCART1 483788.21 3717427.27 483788.21, 3717427.273.52733 3.59792 7.87115 1.38491E-06 1.46551E-05 2.02064E-06 1.8E-05 6.3E-09 1.9E-08 1.1E-08 9.9E-09 4.5E-09 2.1E-10 5.0E-09 2.6E-09 2.4E-09 7.1E-10 1.1E-08 77 UCART1 482838.21 3717477.27 482838.21, 3717477.276.78852 6.97859 4.36615 2.66534E-06 2.84254E-05 1.12085E-06 3.2E-05 1.1E-08 3.4E-08 1.9E-08 1.8E-08 8.1E-09 3.7E-10 9.0E-09 4.6E-09 4.2E-09 1.3E-09 1.9E-08 78 UCART1 482988.21 3717477.27 482988.21, 3717477.2712.91228 13.82616 8.19135 5.06967E-06 5.6317E-05 2.10284E-06 6.3E-05 2.2E-08 6.6E-08 3.8E-08 3.5E-08 1.6E-08 7.3E-10 1.8E-08 9.1E-09 8.3E-09 2.5E-09 3.8E-08 79 UCART1 483038.21 3717477.27 483038.21, 3717477.2716.68592 18.36317 10.80272 6.55129E-06 7.47973E-05 2.77321E-06 8.4E-05 2.9E-08 8.8E-08 5.1E-08 4.6E-08 2.1E-08 9.7E-10 2.3E-08 1.2E-08 1.1E-08 3.3E-09 5.1E-08 80 UCART1 483088.21 3717477.27 483088.21, 3717477.2721.70815 24.84055 14.76629 8.52314E-06 0.000101181 3.79072E-06 0.00011 3.9E-08 1.2E-07 6.9E-08 6.2E-08 2.8E-08 1.3E-09 3.2E-08 1.6E-08 1.5E-08 4.5E-09 6.9E-08 81 UCART1 483138.21 3717477.27 483138.21, 3717477.2727.44486 32.88632 20.2779 1.07755E-05 0.000133953 5.20562E-06 0.00015 5.2E-08 1.6E-07 9.1E-08 8.2E-08 3.8E-08 1.7E-09 4.2E-08 2.2E-08 2.0E-08 5.9E-09 9.1E-08 82 UCART1 483188.21 3717477.27 483188.21, 3717477.2732.58707 40.28159 25.8956 1.27945E-05 0.000164076 6.64777E-06 0.00018 6.4E-08 1.9E-07 1.1E-07 1.0E-07 4.6E-08 2.1E-09 5.1E-08 2.6E-08 2.4E-08 7.2E-09 1.1E-07 83 UCART1 483238.21 3717477.27 483238.21, 3717477.2733.8428 41.30228 27.31702 1.32875E-05 0.000168233 7.01267E-06 0.00019 6.5E-08 2.0E-07 1.1E-07 1.0E-07 4.7E-08 2.2E-09 5.3E-08 2.7E-08 2.5E-08 7.4E-09 1.1E-07 84 UCART1 483288.21 3717477.27 483288.21, 3717477.2730.25662 35.38142 25.6012 1.18795E-05 0.000144116 6.57219E-06 0.00016 5.6E-08 1.7E-07 9.8E-08 8.9E-08 4.1E-08 1.9E-09 4.5E-08 2.3E-08 2.1E-08 6.4E-09 9.8E-08 85 UCART1 483338.21 3717477.27 483338.21, 3717477.2724.18714 27.15517 23.16744 9.49645E-06 0.000110609 5.94741E-06 0.00013 4.4E-08 1.3E-07 7.6E-08 6.9E-08 3.2E-08 1.5E-09 3.5E-08 1.8E-08 1.6E-08 5.0E-09 7.6E-08 86 UCART1 483388.21 3717477.27 483388.21, 3717477.2718.53858 20.19012 20.88 7.27869E-06 8.22389E-05 5.36019E-06 9.5E-05 3.3E-08 9.9E-08 5.7E-08 5.2E-08 2.4E-08 1.1E-09 2.6E-08 1.4E-08 1.2E-08 3.7E-09 5.7E-08 87 UCART1 483438.21 3717477.27 483438.21, 3717477.2714.19394 15.12891 18.87317 5.57288E-06 6.16234E-05 4.84501E-06 7.2E-05 2.5E-08 7.5E-08 4.4E-08 4.0E-08 1.8E-08 8.3E-10 2.0E-08 1.0E-08 9.4E-09 2.8E-09 4.4E-08 88 UCART1 483488.21 3717477.27 483488.21, 3717477.2711.04698 11.60018 17.16001 4.33731E-06 4.72501E-05 4.40522E-06 5.6E-05 1.9E-08 5.9E-08 3.4E-08 3.1E-08 1.4E-08 6.5E-10 1.6E-08 8.0E-09 7.3E-09 2.2E-09 3.4E-08 89 UCART1 483538.21 3717477.27 483538.21, 3717477.278.78276 9.12738 15.71082 3.44832E-06 3.71779E-05 4.03319E-06 4.5E-05 1.5E-08 4.7E-08 2.7E-08 2.4E-08 1.1E-08 5.2E-10 1.2E-08 6.4E-09 5.8E-09 1.8E-09 2.7E-08 90 UCART1 483588.21 3717477.27 483588.21, 3717477.277.12089 7.34718 14.42586 2.79583E-06 2.99267E-05 3.70332E-06 3.6E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.1E-09 4.2E-10 1.0E-08 5.2E-09 4.7E-09 1.4E-09 2.2E-08 91 UCART1 482838.21 3717527.27 482838.21, 3717527.27 7.317 7.4443 4.57675 2.87283E-06 3.03223E-05 1.17492E-06 3.4E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.6E-09 4.0E-10 9.6E-09 4.9E-09 4.5E-09 1.4E-09 2.1E-08 92 UCART1 482888.21 3717527.27 482888.21, 3717527.279.12556 9.34603 5.60369 3.58291E-06 3.80685E-05 1.43855E-06 4.3E-05 1.5E-08 4.5E-08 2.6E-08 2.4E-08 1.1E-08 5.0E-10 1.2E-08 6.2E-09 5.6E-09 1.7E-09 2.6E-08 93 UCART1 482938.21 3717527.27 482938.21, 3717527.2711.6465 12.05647 7.06635 4.5727E-06 4.91087E-05 1.81403E-06 5.5E-05 1.9E-08 5.8E-08 3.4E-08 3.0E-08 1.4E-08 6.4E-10 1.5E-08 8.0E-09 7.2E-09 2.2E-09 3.4E-08 94 UCART1 483138.21 3717527.27 483138.21, 3717527.2744.88219 55.78535 36.62949 1.76218E-05 0.000227226 9.40331E-06 0.00025 8.8E-08 2.7E-07 1.5E-07 1.4E-07 6.4E-08 2.9E-09 7.1E-08 3.7E-08 3.3E-08 1.0E-08 1.5E-07 95 UCART1 483188.21 3717527.27 483188.21, 3717527.2760.4564 81.90335 66.643 2.37366E-05 0.000333611 1.71082E-05 0.00037 1.3E-07 3.9E-07 2.3E-07 2.1E-07 9.4E-08 4.3E-09 1.0E-07 5.4E-08 4.9E-08 1.5E-08 2.3E-07 96 UCART1 483238.21 3717527.27 483238.21, 3717527.2766.02383 84.98697 59.43364 2.59225E-05 0.000346171 1.52575E-05 0.00039 1.3E-07 4.0E-07 2.3E-07 2.1E-07 9.7E-08 4.5E-09 1.1E-07 5.6E-08 5.0E-08 1.5E-08 2.3E-07 97 UCART1 483288.21 3717527.27 483288.21, 3717527.2752.48802 60.81261 46.30271 2.06081E-05 0.000247703 1.18866E-05 0.00028 9.7E-08 2.9E-07 1.7E-07 1.5E-07 7.0E-08 3.2E-09 7.8E-08 4.0E-08 3.7E-08 1.1E-08 1.7E-07 98 UCART1 483338.21 3717527.27 483338.21, 3717527.2735.09225 38.70166 37.47935 1.37781E-05 0.000157641 9.62148E-06 0.00018 6.3E-08 1.9E-07 1.1E-07 9.9E-08 4.5E-08 2.1E-09 5.1E-08 2.6E-08 2.4E-08 7.1E-09 1.1E-07 99 UCART1 483388.21 3717527.27 483388.21, 3717527.2723.79804 25.46182 31.52643 9.34368E-06 0.000103712 8.09328E-06 0.00012 4.2E-08 1.3E-07 7.3E-08 6.6E-08 3.0E-08 1.4E-09 3.4E-08 1.7E-08 1.6E-08 4.8E-09 7.3E-08 100 UCART1 483438.21 3717527.27 483438.21, 3717527.2716.84907 17.63557 26.98087 6.61535E-06 7.18336E-05 6.92637E-06 8.5E-05 3.0E-08 8.9E-08 5.2E-08 4.7E-08 2.1E-08 9.9E-10 2.4E-08 1.2E-08 1.1E-08 3.4E-09 5.2E-08 101 UCART1 483488.21 3717527.27 483488.21, 3717527.2712.51942 12.95919 23.91004 4.91542E-06 5.27857E-05 6.13805E-06 6.4E-05 2.2E-08 6.7E-08 3.9E-08 3.5E-08 1.6E-08 7.4E-10 1.8E-08 9.2E-09 8.3E-09 2.5E-09 3.9E-08 102 UCART1 483538.21 3717527.27 483538.21, 3717527.279.65289 9.92734 21.43875 3.78996E-06 4.04363E-05 5.50363E-06 5E-05 1.7E-08 5.2E-08 3.0E-08 2.7E-08 1.2E-08 5.7E-10 1.4E-08 7.1E-09 6.5E-09 2.0E-09 3.0E-08 103 UCART1 483588.21 3717527.27 483588.21, 3717527.277.66818 7.84629 19.50312 3.01071E-06 3.19597E-05 5.00673E-06 4E-05 1.4E-08 4.2E-08 2.4E-08 2.2E-08 1.0E-08 4.6E-10 1.1E-08 5.7E-09 5.2E-09 1.6E-09 2.4E-08 104 UCART1 483638.21 3717527.27 483638.21, 3717527.276.2406 6.36315 17.86718 2.45021E-06 2.59185E-05 4.58676E-06 3.3E-05 1.1E-08 3.4E-08 2.0E-08 1.8E-08 8.2E-09 3.8E-10 9.2E-09 4.7E-09 4.3E-09 1.3E-09 2.0E-08 105 UCART1 482838.21 3717577.27 482838.21, 3717577.277.70207 7.72869 4.66675 3.02402E-06 3.14807E-05 1.19802E-06 3.6E-05 1.2E-08 3.7E-08 2.2E-08 2.0E-08 8.9E-09 4.1E-10 1.0E-08 5.1E-09 4.7E-09 1.4E-09 2.2E-08 106 UCART1 482888.21 3717577.27 482888.21, 3717577.279.78794 9.86027 5.81067 3.84298E-06 4.01631E-05 1.49168E-06 4.5E-05 1.6E-08 4.8E-08 2.8E-08 2.5E-08 1.1E-08 5.3E-10 1.3E-08 6.5E-09 5.9E-09 1.8E-09 2.7E-08 107 UCART1 482938.21 3717577.27 482938.21, 3717577.2712.82019 12.98453 7.45835 5.03351E-06 5.28889E-05 1.91466E-06 6E-05 2.1E-08 6.3E-08 3.6E-08 3.3E-08 1.5E-08 6.9E-10 1.7E-08 8.6E-09 7.8E-09 2.4E-09 3.6E-08 108 UCART1 482988.21 3717577.27 482988.21, 3717577.2717.66756 18.04881 10.1359 6.93671E-06 7.35168E-05 2.60203E-06 8.3E-05 2.9E-08 8.7E-08 5.0E-08 4.6E-08 2.1E-08 9.6E-10 2.3E-08 1.2E-08 1.1E-08 3.3E-09 5.0E-08 109 UCART1 483038.21 3717577.27 483038.21, 3717577.2726.40142 27.41316 15.26596 1.03658E-05 0.00011166 3.91899E-06 0.00013 4.4E-08 1.3E-07 7.6E-08 6.9E-08 3.2E-08 1.5E-09 3.5E-08 1.8E-08 1.6E-08 5.0E-09 7.6E-08 110 UCART1 483088.21 3717577.27 483088.21, 3717577.2743.52076 47.02757 27.28052 1.70873E-05 0.000191554 7.0033E-06 0.00022 7.5E-08 2.3E-07 1.3E-07 1.2E-07 5.4E-08 2.5E-09 6.0E-08 3.1E-08 2.8E-08 8.5E-09 1.3E-07 111 UCART1 483136.15 3717594.45 483136.15, 3717594.4598.3934 111.45435 81.78827 3.86316E-05 0.000453978 2.09962E-05 0.00051 1.8E-07 5.4E-07 3.1E-07 2.8E-07 1.3E-07 5.9E-09 1.4E-07 7.4E-08 6.7E-08 2.0E-08 3.1E-07 112 UCART1 483288.21 3717577.27 483288.21, 3717577.27107.87813 111.11785 143.81299 4.23555E-05 0.000452608 3.69188E-05 0.00053 1.8E-07 5.6E-07 3.2E-07 2.9E-07 1.3E-07 6.1E-09 1.5E-07 7.6E-08 6.9E-08 2.1E-08 3.2E-07 113 UCART1 483338.21 3717577.27 483338.21, 3717577.2749.63693 52.26999 81.76198 1.94886E-05 0.000212907 2.09895E-05 0.00025 8.8E-08 2.6E-07 1.5E-07 1.4E-07 6.3E-08 2.9E-09 7.1E-08 3.6E-08 3.3E-08 1.0E-08 1.5E-07 114 UCART1 483388.21 3717577.27 483388.21, 3717577.2729.05097 30.16129 57.702 1.14061E-05 0.000122854 1.48129E-05 0.00015 5.2E-08 1.6E-07 9.0E-08 8.2E-08 3.7E-08 1.7E-09 4.2E-08 2.1E-08 1.9E-08 5.9E-09 9.0E-08 115 UCART1 483438.21 3717577.27 483438.21, 3717577.2719.13353 19.59065 44.10223 7.51228E-06 7.97971E-05 1.13217E-05 9.9E-05 3.4E-08 1.0E-07 6.0E-08 5.4E-08 2.5E-08 1.1E-09 2.8E-08 1.4E-08 1.3E-08 3.9E-09 6.0E-08 116 UCART1 483488.21 3717577.27 483488.21, 3717577.2713.5505 13.81344 36.18503 5.32025E-06 5.62652E-05 9.28921E-06 7.1E-05 2.5E-08 7.4E-08 4.3E-08 3.9E-08 1.8E-08 8.2E-10 2.0E-08 1.0E-08 9.2E-09 2.8E-09 4.3E-08 117 UCART1 483538.21 3717577.27 483538.21, 3717577.2710.29277 10.44169 31.80898 4.04119E-06 4.25313E-05 8.16582E-06 5.5E-05 1.9E-08 5.7E-08 3.3E-08 3.0E-08 1.4E-08 6.3E-10 1.5E-08 7.9E-09 7.1E-09 2.2E-09 3.3E-08 118 UCART1 483588.21 3717577.27 483588.21, 3717577.278.08352 8.19447 28.62904 3.17378E-06 3.33779E-05 7.34948E-06 4.4E-05 1.5E-08 4.6E-08 2.7E-08 2.4E-08 1.1E-08 5.1E-10 1.2E-08 6.3E-09 5.7E-09 1.7E-09 2.7E-08 119 UCART1 483638.21 3717577.27 483638.21, 3717577.276.51443 6.59445 26.23485 2.55772E-06 2.68607E-05 6.73486E-06 3.6E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.0E-09 4.2E-10 1.0E-08 5.2E-09 4.7E-09 1.4E-09 2.2E-08 120 UCART1 482838.21 3717627.27 482838.21, 3717627.277.89716 7.81658 4.68097 3.10061E-06 3.18387E-05 1.20167E-06 3.6E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.0E-09 4.2E-10 1.0E-08 5.2E-09 4.7E-09 1.4E-09 2.2E-08 121 UCART1 482888.21 3717627.27 482888.21, 3717627.2710.12518 10.01512 5.84626 3.97539E-06 4.07938E-05 1.50082E-06 4.6E-05 1.6E-08 4.8E-08 2.8E-08 2.5E-08 1.2E-08 5.3E-10 1.3E-08 6.7E-09 6.0E-09 1.8E-09 2.8E-08 122 UCART1 482938.21 3717627.27 482938.21, 3717627.2713.5066 13.32282 7.54232 5.30302E-06 5.42668E-05 1.93622E-06 6.2E-05 2.1E-08 6.4E-08 3.7E-08 3.4E-08 1.5E-08 7.1E-10 1.7E-08 8.8E-09 8.0E-09 2.4E-09 3.7E-08 123 UCART1 482988.21 3717627.27 482988.21, 3717627.2719.27239 18.89409 10.36527 7.5668E-06 7.69599E-05 2.66091E-06 8.7E-05 3.0E-08 9.1E-08 5.3E-08 4.8E-08 2.2E-08 1.0E-09 2.4E-08 1.3E-08 1.1E-08 3.4E-09 5.3E-08 124 UCART1 483038.21 3717627.27 483038.21, 3717627.2730.09295 29.20619 15.92003 1.18152E-05 0.000118963 4.0869E-06 0.00013 4.7E-08 1.4E-07 8.2E-08 7.4E-08 3.4E-08 1.6E-09 3.8E-08 1.9E-08 1.8E-08 5.3E-09 8.2E-08 125 UCART1 483088.21 3717627.27 483088.21, 3717627.2755.58348 52.65561 30.91297 2.18234E-05 0.000214478 7.9358E-06 0.00024 8.5E-08 2.6E-07 1.5E-07 1.3E-07 6.1E-08 2.8E-09 6.8E-08 3.5E-08 3.2E-08 9.6E-09 1.5E-07 126 UCART1 483128.59 3717627.96 483128.59, 3717627.96116.20617 104.19062 86.12287 4.56253E-05 0.000424392 2.2109E-05 0.00049 1.7E-07 5.1E-07 3.0E-07 2.7E-07 1.2E-07 5.7E-09 1.4E-07 7.1E-08 6.4E-08 1.9E-08 3.0E-07 127 UCART1 483288.21 3717627.27 483288.21, 3717627.27160.73394 154.7591 97.28386 6.3108E-05 0.000630368 2.49741E-05 0.00072 2.5E-07 7.5E-07 4.3E-07 3.9E-07 1.8E-07 8.3E-09 2.0E-07 1.0E-07 9.4E-08 2.8E-08 4.3E-07 128 UCART1 483438.21 3717627.27 483438.21, 3717627.2720.55057 20.60817 114.19878 8.06865E-06 8.39417E-05 2.93164E-05 0.00012 4.2E-08 1.3E-07 7.3E-08 6.7E-08 3.0E-08 1.4E-09 3.4E-08 1.7E-08 1.6E-08 4.8E-09 7.3E-08 129 UCART1 483488.21 3717627.27 483488.21, 3717627.2714.30847 14.32882 72.44659 5.61785E-06 5.83645E-05 1.85981E-05 8.3E-05 2.9E-08 8.6E-08 5.0E-08 4.5E-08 2.1E-08 9.5E-10 2.3E-08 1.2E-08 1.1E-08 3.3E-09 5.0E-08 130 UCART1 483538.21 3717627.27 483538.21, 3717627.2710.58221 10.62607 56.6912 4.15483E-06 4.32824E-05 1.45534E-05 6.2E-05 2.1E-08 6.5E-08 3.8E-08 3.4E-08 1.6E-08 7.2E-10 1.7E-08 8.9E-09 8.1E-09 2.4E-09 3.7E-08 131 UCART1 483588.21 3717627.27 483588.21, 3717627.278.2877 8.30978 49.83097 3.25395E-06 3.38476E-05 1.27923E-05 5E-05 1.7E-08 5.2E-08 3.0E-08 2.7E-08 1.2E-08 5.8E-10 1.4E-08 7.2E-09 6.5E-09 2.0E-09 3.0E-08 132 UCART1 483638.21 3717627.27 483638.21, 3717627.276.67703 6.70873 45.78269 2.62156E-06 2.73262E-05 1.17531E-05 4.2E-05 1.4E-08 4.4E-08 2.5E-08 2.3E-08 1.0E-08 4.8E-10 1.2E-08 6.0E-09 5.4E-09 1.6E-09 2.5E-08 133 UCART1 482838.21 3717677.27 482838.21, 3717677.277.87154 7.69157 4.63244 3.09056E-06 3.13295E-05 1.18921E-06 3.6E-05 1.2E-08 3.7E-08 2.2E-08 2.0E-08 8.9E-09 4.1E-10 9.9E-09 5.1E-09 4.6E-09 1.4E-09 2.2E-08 134 UCART1 482888.21 3717677.27 482888.21, 3717677.2710.06615 9.78374 5.70364 3.95221E-06 3.98514E-05 1.46421E-06 4.5E-05 1.6E-08 4.7E-08 2.7E-08 2.5E-08 1.1E-08 5.2E-10 1.3E-08 6.5E-09 5.9E-09 1.8E-09 2.7E-08 135 UCART1 482938.21 3717677.27 482938.21, 3717677.2713.4489 12.93261 7.26966 5.28036E-06 5.26774E-05 1.86622E-06 6E-05 2.1E-08 6.3E-08 3.6E-08 3.3E-08 1.5E-08 6.9E-10 1.7E-08 8.6E-09 7.8E-09 2.4E-09 3.6E-08 136 UCART1 482988.21 3717677.27 482988.21, 3717677.2719.08176 17.97848 9.73491 7.49196E-06 7.32304E-05 2.49909E-06 8.3E-05 2.9E-08 8.7E-08 5.0E-08 4.6E-08 2.1E-08 9.6E-10 2.3E-08 1.2E-08 1.1E-08 3.3E-09 5.0E-08 137 UCART1 483038.21 3717677.27 483038.21, 3717677.2729.69177 26.96931 14.23499 1.16577E-05 0.000109852 3.65432E-06 0.00013 4.3E-08 1.3E-07 7.6E-08 6.9E-08 3.1E-08 1.4E-09 3.5E-08 1.8E-08 1.6E-08 4.9E-09 7.6E-08 138 UCART1 483088.21 3717677.27 483088.21, 3717677.2754.62387 45.70276 24.90277 2.14466E-05 0.000186158 6.39289E-06 0.00021 7.4E-08 2.2E-07 1.3E-07 1.2E-07 5.4E-08 2.5E-09 6.0E-08 3.1E-08 2.8E-08 8.4E-09 1.3E-07 139 UCART1 483115.53 3717668.34 483115.53, 3717668.3489.39535 68.68543 44.52131 3.50988E-05 0.000279771 1.14293E-05 0.00033 1.1E-07 3.4E-07 2.0E-07 1.8E-07 8.2E-08 3.8E-09 9.1E-08 4.7E-08 4.3E-08 1.3E-08 2.0E-07 140 UCART1 483288.21 3717677.27 483288.21, 3717677.27131.78389 104.93989 42.35297 5.17415E-05 0.000427444 1.08726E-05 0.00049 1.7E-07 5.1E-07 3.0E-07 2.7E-07 1.2E-07 5.7E-09 1.4E-07 7.0E-08 6.4E-08 1.9E-08 3.0E-07 141 UCART1 483338.21 3717677.27 483338.21, 3717677.2757.01163 52.42293 52.34292 2.23841E-05 0.00021353 1.34372E-05 0.00025 8.6E-08 2.6E-07 1.5E-07 1.4E-07 6.2E-08 2.9E-09 7.0E-08 3.6E-08 3.2E-08 9.8E-09 1.5E-07 142 UCART1 483388.21 3717677.27 483388.21, 3717677.2731.88074 30.67687 72.65636 1.25171E-05 0.000124954 1.86519E-05 0.00016 5.4E-08 1.6E-07 9.4E-08 8.6E-08 3.9E-08 1.8E-09 4.4E-08 2.2E-08 2.0E-08 6.2E-09 9.4E-08 143 UCART1 483438.21 3717677.27 483438.21, 3717677.2720.5023 20.07447 115.23641 8.0497E-06 8.17678E-05 2.95828E-05 0.00012 4.1E-08 1.2E-07 7.2E-08 6.5E-08 3.0E-08 1.4E-09 3.3E-08 1.7E-08 1.6E-08 4.7E-09 7.2E-08 144 UCART1 483688.21 3717677.27 483688.21, 3717677.275.52115 5.50804 139.02673 2.16774E-06 2.24355E-05 3.56901E-05 6E-05 2.1E-08 6.3E-08 3.6E-08 3.3E-08 1.5E-08 7.0E-10 1.7E-08 8.7E-09 7.9E-09 2.4E-09 3.6E-08 145 UCART1 482838.21 3717727.27 482838.21, 3717727.277.61572 7.35477 4.44017 2.99011E-06 2.99576E-05 1.13985E-06 3.4E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.5E-09 3.9E-10 9.5E-09 4.9E-09 4.4E-09 1.3E-09 2.1E-08 146 UCART1 482888.21 3717727.27 482888.21, 3717727.27 9.639 9.23312 5.41428 3.7845E-06 3.76086E-05 1.38992E-06 4.3E-05 1.5E-08 4.5E-08 2.6E-08 2.3E-08 1.1E-08 4.9E-10 1.2E-08 6.2E-09 5.6E-09 1.7E-09 2.6E-08 147 UCART1 482938.21 3717727.27 482938.21, 3717727.2712.68037 11.95039 6.73704 4.97862E-06 4.86766E-05 1.72949E-06 5.5E-05 1.9E-08 5.8E-08 3.4E-08 3.0E-08 1.4E-08 6.4E-10 1.5E-08 8.0E-09 7.2E-09 2.2E-09 3.3E-08 148 UCART1 482988.21 3717727.27 482988.21, 3717727.2716.41519 14.93088 8.14435 6.445E-06 6.08168E-05 2.09077E-06 6.9E-05 2.4E-08 7.2E-08 4.2E-08 3.8E-08 1.7E-08 8.0E-10 1.9E-08 1.0E-08 9.0E-09 2.7E-09 4.2E-08 149 UCART1 483038.21 3717727.27 483038.21, 3717727.2724.90381 21.79339 11.42783 9.77783E-06 8.87693E-05 2.93369E-06 0.0001 3.5E-08 1.1E-07 6.1E-08 5.6E-08 2.5E-08 1.2E-09 2.8E-08 1.5E-08 1.3E-08 4.0E-09 6.1E-08 150 UCART1 483088.21 3717727.27 483088.21, 3717727.2741.6893 33.84709 16.73306 1.63682E-05 0.000137867 4.29561E-06 0.00016 5.5E-08 1.7E-07 9.6E-08 8.7E-08 4.0E-08 1.8E-09 4.4E-08 2.3E-08 2.1E-08 6.3E-09 9.6E-08 151 UCART1 483138.21 3717727.27 483138.21, 3717727.2772.87896 51.42659 23.04121 2.8614E-05 0.000209472 5.91501E-06 0.00024 8.4E-08 2.6E-07 1.5E-07 1.3E-07 6.1E-08 2.8E-09 6.8E-08 3.5E-08 3.2E-08 9.6E-09 1.5E-07 152 UCART1 483188.21 3717727.27 483188.21, 3717727.27115.48147 70.65565 25.72902 4.53408E-05 0.000287796 6.605E-06 0.00034 1.2E-07 3.6E-07 2.1E-07 1.9E-07 8.5E-08 3.9E-09 9.5E-08 4.9E-08 4.4E-08 1.3E-08 2.1E-07 153 UCART1 483238.21 3717727.27 483238.21, 3717727.27120.32185 72.61875 25.54993 4.72412E-05 0.000295792 6.55903E-06 0.00035 1.2E-07 3.7E-07 2.1E-07 1.9E-07 8.7E-08 4.0E-09 9.8E-08 5.0E-08 4.6E-08 1.4E-08 2.1E-07 154 UCART1 483288.21 3717727.27 483288.21, 3717727.2774.41114 55.87764 26.7717 2.92156E-05 0.000227602 6.87267E-06 0.00026 9.1E-08 2.8E-07 1.6E-07 1.4E-07 6.6E-08 3.0E-09 7.4E-08 3.8E-08 3.4E-08 1.0E-08 1.6E-07 155 UCART1 483338.21 3717727.27 483338.21, 3717727.2743.91243 38.05745 30.26357 1.72411E-05 0.000155017 7.76909E-06 0.00018 6.2E-08 1.9E-07 1.1E-07 9.9E-08 4.5E-08 2.1E-09 5.0E-08 2.6E-08 2.3E-08 7.1E-09 1.1E-07 156 UCART1 483388.21 3717727.27 483388.21, 3717727.2727.87081 25.78166 35.88446 1.09427E-05 0.000105014 9.21205E-06 0.00013 4.3E-08 1.3E-07 7.6E-08 6.9E-08 3.1E-08 1.4E-09 3.5E-08 1.8E-08 1.6E-08 4.9E-09 7.6E-08 157 UCART1 483438.21 3717727.27 483438.21, 3717727.2718.9974 18.13444 43.67952 7.45884E-06 7.38656E-05 1.12132E-05 9.3E-05 3.2E-08 9.7E-08 5.6E-08 5.1E-08 2.3E-08 1.1E-09 2.6E-08 1.3E-08 1.2E-08 3.7E-09 5.6E-08 158 UCART1 483538.21 3717727.27 483538.21, 3717727.2710.39987 10.18916 66.16946 4.08324E-06 4.15027E-05 1.69866E-05 6.3E-05 2.2E-08 6.5E-08 3.8E-08 3.4E-08 1.6E-08 7.2E-10 1.7E-08 9.0E-09 8.2E-09 2.5E-09 3.8E-08 159 UCART1 483588.21 3717727.27 483588.21, 3717727.278.16104 8.03673 76.20477 3.20422E-06 3.27354E-05 1.95628E-05 5.6E-05 1.9E-08 5.8E-08 3.4E-08 3.0E-08 1.4E-08 6.4E-10 1.5E-08 8.0E-09 7.2E-09 2.2E-09 3.4E-08 160 UCART1 483638.21 3717727.27 483638.21, 3717727.276.59286 6.52204 77.61263 2.58852E-06 2.65657E-05 1.99243E-05 4.9E-05 1.7E-08 5.1E-08 3.0E-08 2.7E-08 1.2E-08 5.7E-10 1.4E-08 7.1E-09 6.4E-09 1.9E-09 3.0E-08 161 UCART1 483688.21 3717727.27 483688.21, 3717727.275.45661 5.41242 68.51924 2.1424E-06 2.2046E-05 1.75899E-05 4.2E-05 1.4E-08 4.4E-08 2.5E-08 2.3E-08 1.0E-08 4.8E-10 1.2E-08 6.0E-09 5.4E-09 1.6E-09 2.5E-08 162 UCART1 482838.21 3717777.27 482838.21, 3717777.276.90489 6.50366 3.99704 2.71103E-06 2.64909E-05 1.0261E-06 3E-05 1.0E-08 3.2E-08 1.8E-08 1.7E-08 7.6E-09 3.5E-10 8.4E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-08 163 UCART1 482888.21 3717777.27 482888.21, 3717777.278.94199 8.46001 5.00771 3.51084E-06 3.44595E-05 1.28555E-06 3.9E-05 1.4E-08 4.1E-08 2.4E-08 2.2E-08 9.8E-09 4.5E-10 1.1E-08 5.6E-09 5.1E-09 1.5E-09 2.4E-08 164 UCART1 482938.21 3717777.27 482938.21, 3717777.2711.09439 10.22916 5.89417 4.35592E-06 4.16657E-05 1.51312E-06 4.8E-05 1.6E-08 5.0E-08 2.9E-08 2.6E-08 1.2E-08 5.5E-10 1.3E-08 6.8E-09 6.2E-09 1.9E-09 2.9E-08 165 UCART1 482988.21 3717777.27 482988.21, 3717777.2714.71606 13.35067 7.42779 5.77788E-06 5.43803E-05 1.90682E-06 6.2E-05 2.1E-08 6.5E-08 3.8E-08 3.4E-08 1.6E-08 7.2E-10 1.7E-08 8.9E-09 8.1E-09 2.5E-09 3.8E-08 166 UCART1 483038.21 3717777.27 483038.21, 3717777.2720.70775 18.14368 9.60251 8.13036E-06 7.39033E-05 2.4651E-06 8.4E-05 2.9E-08 8.8E-08 5.1E-08 4.6E-08 2.1E-08 9.8E-10 2.4E-08 1.2E-08 1.1E-08 3.3E-09 5.1E-08 167 UCART1 483088.21 3717777.27 483088.21, 3717777.2729.18772 24.09829 11.97005 1.14598E-05 9.81577E-05 3.07288E-06 0.00011 3.9E-08 1.2E-07 6.8E-08 6.2E-08 2.8E-08 1.3E-09 3.1E-08 1.6E-08 1.5E-08 4.4E-09 6.8E-08 168 UCART1 483138.21 3717777.27 483138.21, 3717777.2740.40867 31.15369 14.43716 1.58654E-05 0.000126896 3.70622E-06 0.00015 5.1E-08 1.5E-07 8.9E-08 8.0E-08 3.7E-08 1.7E-09 4.1E-08 2.1E-08 1.9E-08 5.8E-09 8.9E-08 169 UCART1 483188.21 3717777.27 483188.21, 3717777.2750.05321 36.72332 16.31412 1.96521E-05 0.000149582 4.18807E-06 0.00017 6.0E-08 1.8E-07 1.0E-07 9.5E-08 4.3E-08 2.0E-09 4.8E-08 2.5E-08 2.3E-08 6.8E-09 1.0E-07 170 UCART1 483238.21 3717777.27 483238.21, 3717777.2750.37262 37.0873 17.53702 1.97775E-05 0.000151065 4.502E-06 0.00018 6.1E-08 1.8E-07 1.1E-07 9.6E-08 4.4E-08 2.0E-09 4.9E-08 2.5E-08 2.3E-08 6.9E-09 1.1E-07 171 UCART1 483288.21 3717777.27 483288.21, 3717777.2741.39587 32.61066 18.80236 1.6253E-05 0.000132831 4.82683E-06 0.00015 5.3E-08 1.6E-07 9.3E-08 8.4E-08 3.9E-08 1.8E-09 4.3E-08 2.2E-08 2.0E-08 6.1E-09 9.3E-08 172 UCART1 483338.21 3717777.27 483338.21, 3717777.2730.72453 26.18897 20.7409 1.20632E-05 0.000106674 5.32448E-06 0.00012 4.3E-08 1.3E-07 7.5E-08 6.8E-08 3.1E-08 1.4E-09 3.5E-08 1.8E-08 1.6E-08 4.9E-09 7.5E-08 173 UCART1 483388.21 3717777.27 483388.21, 3717777.2722.33441 20.13641 22.98733 8.76903E-06 8.20201E-05 5.90117E-06 9.7E-05 3.3E-08 1.0E-07 5.9E-08 5.3E-08 2.4E-08 1.1E-09 2.7E-08 1.4E-08 1.3E-08 3.8E-09 5.8E-08 174 UCART1 483438.21 3717777.27 483438.21, 3717777.2716.50334 15.42212 25.93349 6.47961E-06 6.28177E-05 6.65749E-06 7.6E-05 2.6E-08 7.9E-08 4.6E-08 4.2E-08 1.9E-08 8.8E-10 2.1E-08 1.1E-08 9.9E-09 3.0E-09 4.6E-08 175 UCART1 483538.21 3717777.27 483538.21, 3717777.279.76012 9.44927 31.72472 3.83206E-06 3.8489E-05 8.14419E-06 5E-05 1.7E-08 5.3E-08 3.1E-08 2.8E-08 1.3E-08 5.8E-10 1.4E-08 7.3E-09 6.6E-09 2.0E-09 3.0E-08 176 UCART1 483588.21 3717777.27 483588.21, 3717777.277.80802 7.62003 33.30314 3.06562E-06 3.10381E-05 8.54939E-06 4.3E-05 1.5E-08 4.5E-08 2.6E-08 2.3E-08 1.1E-08 4.9E-10 1.2E-08 6.1E-09 5.6E-09 1.7E-09 2.6E-08 177 UCART1 483638.21 3717777.27 483638.21, 3717777.276.39126 6.26874 32.98319 2.50936E-06 2.5534E-05 8.46725E-06 3.7E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.1E-09 4.2E-10 1.0E-08 5.2E-09 4.8E-09 1.4E-09 2.2E-08 178 UCART1 483688.21 3717777.27 483688.21, 3717777.275.32849 5.24939 30.42789 2.09209E-06 2.13819E-05 7.81127E-06 3.1E-05 1.1E-08 3.3E-08 1.9E-08 1.7E-08 7.8E-09 3.6E-10 8.7E-09 4.5E-09 4.1E-09 1.2E-09 1.9E-08 179 UCART1 482838.21 3717827.27 482838.21, 3717827.276.33445 5.97883 3.73114 2.48706E-06 2.43531E-05 9.57837E-07 2.8E-05 9.6E-09 2.9E-08 1.7E-08 1.5E-08 7.0E-09 3.2E-10 7.8E-09 4.0E-09 3.6E-09 1.1E-09 1.7E-08 180 UCART1 482888.21 3717827.27 482888.21, 3717827.278.0161 7.54225 4.54835 3.14731E-06 3.07213E-05 1.16763E-06 3.5E-05 1.2E-08 3.7E-08 2.1E-08 1.9E-08 8.8E-09 4.0E-10 9.8E-09 5.0E-09 4.6E-09 1.4E-09 2.1E-08 181 UCART1 482938.21 3717827.27 482938.21, 3717827.279.55911 8.97905 5.25789 3.75314E-06 3.65737E-05 1.34977E-06 4.2E-05 1.4E-08 4.4E-08 2.5E-08 2.3E-08 1.0E-08 4.8E-10 1.2E-08 6.0E-09 5.4E-09 1.6E-09 2.5E-08 182 UCART1 482988.21 3717827.27 482988.21, 3717827.2712.72518 11.64061 6.65369 4.99621E-06 4.74148E-05 1.7081E-06 5.4E-05 1.9E-08 5.7E-08 3.3E-08 3.0E-08 1.4E-08 6.3E-10 1.5E-08 7.8E-09 7.1E-09 2.1E-09 3.3E-08 183 UCART1 483038.21 3717827.27 483038.21, 3717827.2716.40596 14.52105 7.98181 6.44137E-06 5.91475E-05 2.04904E-06 6.8E-05 2.3E-08 7.1E-08 4.1E-08 3.7E-08 1.7E-08 7.8E-10 1.9E-08 9.7E-09 8.8E-09 2.7E-09 4.1E-08 184 UCART1 483088.21 3717827.27 483088.21, 3717827.2720.59506 17.44047 9.36458 8.08611E-06 7.10389E-05 2.40402E-06 8.2E-05 2.8E-08 8.5E-08 4.9E-08 4.5E-08 2.0E-08 9.4E-10 2.3E-08 1.2E-08 1.1E-08 3.2E-09 4.9E-08 185 UCART1 483138.21 3717827.27 483138.21, 3717827.2725.28693 20.99803 10.64703 9.92826E-06 8.55297E-05 2.73324E-06 9.8E-05 3.4E-08 1.0E-07 5.9E-08 5.4E-08 2.5E-08 1.1E-09 2.7E-08 1.4E-08 1.3E-08 3.9E-09 5.9E-08 186 UCART1 483188.21 3717827.27 483188.21, 3717827.2728.25292 22.61481 11.75812 1.10928E-05 9.21152E-05 3.01848E-06 0.00011 3.7E-08 1.1E-07 6.4E-08 5.8E-08 2.7E-08 1.2E-09 3.0E-08 1.5E-08 1.4E-08 4.2E-09 6.4E-08 187 UCART1 483238.21 3717827.27 483238.21, 3717827.2728.23716 22.74631 12.82363 1.10866E-05 9.26508E-05 3.29201E-06 0.00011 3.7E-08 1.1E-07 6.5E-08 5.9E-08 2.7E-08 1.2E-09 3.0E-08 1.5E-08 1.4E-08 4.2E-09 6.5E-08 188 UCART1 483288.21 3717827.27 483288.21, 3717827.2725.2073 20.58893 13.85448 9.89699E-06 8.38633E-05 3.55664E-06 9.7E-05 3.4E-08 1.0E-07 5.9E-08 5.3E-08 2.4E-08 1.1E-09 2.7E-08 1.4E-08 1.3E-08 3.8E-09 5.9E-08 189 UCART1 483338.21 3717827.27 483338.21, 3717827.2721.25979 18.21558 14.98186 8.3471E-06 7.41961E-05 3.84606E-06 8.6E-05 3.0E-08 9.0E-08 5.2E-08 4.7E-08 2.2E-08 1.0E-09 2.4E-08 1.2E-08 1.1E-08 3.4E-09 5.2E-08 190 UCART1 483388.21 3717827.27 483388.21, 3717827.2717.17451 15.3018 16.19074 6.74312E-06 6.23277E-05 4.15639E-06 7.3E-05 2.5E-08 7.7E-08 4.4E-08 4.0E-08 1.8E-08 8.5E-10 2.0E-08 1.1E-08 9.5E-09 2.9E-09 4.4E-08 191 UCART1 483438.21 3717827.27 483438.21, 3717827.2713.7443 12.67453 17.57641 5.39634E-06 5.16262E-05 4.51211E-06 6.2E-05 2.1E-08 6.4E-08 3.7E-08 3.4E-08 1.5E-08 7.1E-10 1.7E-08 8.8E-09 8.0E-09 2.4E-09 3.7E-08 192 UCART1 483488.21 3717827.27 483488.21, 3717827.2711.01454 10.40082 18.9156 4.32457E-06 4.23649E-05 4.8559E-06 5.2E-05 1.8E-08 5.4E-08 3.1E-08 2.8E-08 1.3E-08 6.0E-10 1.4E-08 7.4E-09 6.7E-09 2.0E-09 3.1E-08 193 UCART1 483538.21 3717827.27 483538.21, 3717827.278.91645 8.55875 19.93273 3.50081E-06 3.48617E-05 5.11701E-06 4.3E-05 1.5E-08 4.5E-08 2.6E-08 2.4E-08 1.1E-08 5.0E-10 1.2E-08 6.3E-09 5.7E-09 1.7E-09 2.6E-08 194 UCART1 483588.21 3717827.27 483588.21, 3717827.277.30365 7.04546 20.39479 2.86759E-06 2.86977E-05 5.23563E-06 3.7E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.2E-09 4.3E-10 1.0E-08 5.3E-09 4.8E-09 1.5E-09 2.2E-08 195 UCART1 483638.21 3717827.27 483638.21, 3717827.276.07299 5.90891 20.01559 2.3844E-06 2.40683E-05 5.13829E-06 3.2E-05 1.1E-08 3.3E-08 1.9E-08 1.7E-08 7.9E-09 3.7E-10 8.8E-09 4.5E-09 4.1E-09 1.2E-09 1.9E-08 196 UCART1 483688.21 3717827.27 483688.21, 3717827.275.12211 5.01499 18.66702 2.01106E-06 2.04272E-05 4.79209E-06 2.7E-05 9.4E-09 2.8E-08 1.6E-08 1.5E-08 6.8E-09 3.1E-10 7.6E-09 3.9E-09 3.5E-09 1.1E-09 1.6E-08 197 UCART1 483738.21 3717827.27 483738.21, 3717827.274.37452 4.30913 16.41661 1.71754E-06 1.7552E-05 4.21438E-06 2.3E-05 8.1E-09 2.5E-08 1.4E-08 1.3E-08 5.9E-09 2.7E-10 6.6E-09 3.4E-09 3.1E-09 9.3E-10 1.4E-08 198 UCART1 483788.21 3717827.27 483788.21, 3717827.273.7853 3.7404 13.80447 1.4862E-06 1.52355E-05 3.5438E-06 2E-05 7.0E-09 2.1E-08 1.2E-08 1.1E-08 5.1E-09 2.3E-10 5.7E-09 2.9E-09 2.6E-09 8.0E-10 1.2E-08 199 UCART1 482838.21 3717877.27 482838.21, 3717877.275.79776 5.52268 3.50401 2.27634E-06 2.24951E-05 8.99529E-07 2.6E-05 8.9E-09 2.7E-08 1.6E-08 1.4E-08 6.4E-09 3.0E-10 7.2E-09 3.7E-09 3.3E-09 1.0E-09 1.6E-08 200 UCART1 482888.21 3717877.27 482888.21, 3717877.277.1599 6.74386 4.19959 2.81115E-06 2.74692E-05 1.07809E-06 3.1E-05 1.1E-08 3.3E-08 1.9E-08 1.7E-08 7.8E-09 3.6E-10 8.8E-09 4.5E-09 4.1E-09 1.2E-09 1.9E-08 201 UCART1 482938.21 3717877.27 482938.21, 3717877.278.82786 8.40965 4.91214 3.46603E-06 3.42544E-05 1.26102E-06 3.9E-05 1.3E-08 4.1E-08 2.4E-08 2.1E-08 9.8E-09 4.5E-10 1.1E-08 5.6E-09 5.1E-09 1.5E-09 2.4E-08 202 UCART1 482988.21 3717877.27 482988.21, 3717877.2711.15402 10.39823 5.96969 4.37934E-06 4.23543E-05 1.5325E-06 4.8E-05 1.7E-08 5.0E-08 2.9E-08 2.6E-08 1.2E-08 5.6E-10 1.3E-08 6.9E-09 6.3E-09 1.9E-09 2.9E-08 203 UCART1 483038.21 3717877.27 483038.21, 3717877.2713.07979 11.84194 6.74431 5.13544E-06 4.82349E-05 1.73136E-06 5.5E-05 1.9E-08 5.8E-08 3.3E-08 3.0E-08 1.4E-08 6.4E-10 1.5E-08 7.9E-09 7.2E-09 2.2E-09 3.3E-08 204 UCART1 483088.21 3717877.27 483088.21, 3717877.2715.51302 13.75531 7.669 6.09078E-06 5.60285E-05 1.96874E-06 6.4E-05 2.2E-08 6.7E-08 3.9E-08 3.5E-08 1.6E-08 7.4E-10 1.8E-08 9.2E-09 8.4E-09 2.5E-09 3.9E-08 205 UCART1 483138.21 3717877.27 483138.21, 3717877.2717.79241 15.48311 8.55406 6.98573E-06 6.30662E-05 2.19595E-06 7.2E-05 2.5E-08 7.6E-08 4.4E-08 4.0E-08 1.8E-08 8.4E-10 2.0E-08 1.0E-08 9.4E-09 2.9E-09 4.4E-08 206 UCART1 483188.21 3717877.27 483188.21, 3717877.2718.1782 15.33105 9.20974 7.1372E-06 6.24468E-05 2.36427E-06 7.2E-05 2.5E-08 7.5E-08 4.4E-08 3.9E-08 1.8E-08 8.3E-10 2.0E-08 1.0E-08 9.4E-09 2.8E-09 4.3E-08 207 UCART1 483238.21 3717877.27 483238.21, 3717877.2718.35102 15.58829 9.9827 7.20505E-06 6.34946E-05 2.5627E-06 7.3E-05 2.5E-08 7.7E-08 4.4E-08 4.0E-08 1.8E-08 8.5E-10 2.0E-08 1.1E-08 9.5E-09 2.9E-09 4.4E-08 208 UCART1 483288.21 3717877.27 483288.21, 3717877.2716.8405 14.15766 10.68468 6.61198E-06 5.76673E-05 2.74291E-06 6.7E-05 2.3E-08 7.0E-08 4.1E-08 3.7E-08 1.7E-08 7.7E-10 1.9E-08 9.6E-09 8.7E-09 2.6E-09 4.1E-08 209 UCART1 483338.21 3717877.27 483338.21, 3717877.2714.99815 12.89648 11.37827 5.88863E-06 5.25302E-05 2.92096E-06 6.1E-05 2.1E-08 6.4E-08 3.7E-08 3.4E-08 1.5E-08 7.1E-10 1.7E-08 8.8E-09 8.0E-09 2.4E-09 3.7E-08 210 UCART1 483388.21 3717877.27 483388.21, 3717877.2713.02549 11.5241 12.09116 5.11412E-06 4.69402E-05 3.10397E-06 5.5E-05 1.9E-08 5.8E-08 3.3E-08 3.0E-08 1.4E-08 6.4E-10 1.5E-08 7.9E-09 7.2E-09 2.2E-09 3.3E-08 211 UCART1 483438.21 3717877.27 483438.21, 3717877.2711.08918 10.08811 12.78711 4.35388E-06 4.10911E-05 3.28263E-06 4.9E-05 1.7E-08 5.1E-08 2.9E-08 2.7E-08 1.2E-08 5.6E-10 1.4E-08 7.0E-09 6.4E-09 1.9E-09 2.9E-08 212 UCART1 483488.21 3717877.27 483488.21, 3717877.279.31839 8.66839 13.27227 3.65862E-06 3.53083E-05 3.40718E-06 4.2E-05 1.5E-08 4.4E-08 2.6E-08 2.3E-08 1.1E-08 4.9E-10 1.2E-08 6.1E-09 5.5E-09 1.7E-09 2.6E-08 213 UCART1 483538.21 3717877.27 483538.21, 3717877.277.87928 7.4714 13.7739 3.09359E-06 3.04327E-05 3.53596E-06 3.7E-05 1.3E-08 3.9E-08 2.2E-08 2.0E-08 9.3E-09 4.3E-10 1.0E-08 5.3E-09 4.8E-09 1.5E-09 2.2E-08 214 UCART1 483588.21 3717877.27 483588.21, 3717877.276.69049 6.44505 14.11187 2.62685E-06 2.62521E-05 3.62272E-06 3.3E-05 1.1E-08 3.4E-08 2.0E-08 1.8E-08 8.1E-09 3.8E-10 9.1E-09 4.7E-09 4.2E-09 1.3E-09 2.0E-08 215 UCART1 483638.21 3717877.27 483638.21, 3717877.275.69207 5.55997 13.86775 2.23484E-06 2.2647E-05 3.56005E-06 2.8E-05 9.8E-09 3.0E-08 1.7E-08 1.6E-08 7.1E-09 3.3E-10 7.9E-09 4.1E-09 3.7E-09 1.1E-09 1.7E-08 216 UCART1 483688.21 3717877.27 483688.21, 3717877.274.84737 4.71829 13.035 1.90319E-06 1.92186E-05 3.34627E-06 2.4E-05 8.5E-09 2.6E-08 1.5E-08 1.3E-08 6.1E-09 2.8E-10 6.8E-09 3.5E-09 3.2E-09 9.7E-10 1.5E-08 217 UCART1 483738.21 3717877.27 483738.21, 3717877.274.18404 4.10203 11.76172 1.64275E-06 1.67085E-05 3.0194E-06 2.1E-05 7.4E-09 2.2E-08 1.3E-08 1.2E-08 5.3E-09 2.5E-10 6.0E-09 3.1E-09 2.8E-09 8.4E-10 1.3E-08 218 UCART1 483788.21 3717877.27 483788.21, 3717877.273.6497 3.59146 10.30831 1.43296E-06 1.46288E-05 2.64629E-06 1.9E-05 6.5E-09 2.0E-08 1.1E-08 1.0E-08 4.7E-09 2.2E-10 5.2E-09 2.7E-09 2.4E-09 7.4E-10 1.1E-08 219 UCART1 482838.21 3717927.27 482838.21, 3717927.275.37889 5.18429 3.28668 2.11188E-06 2.11168E-05 8.43737E-07 2.4E-05 8.3E-09 2.5E-08 1.5E-08 1.3E-08 6.0E-09 2.8E-10 6.7E-09 3.5E-09 3.1E-09 9.5E-10 1.5E-08 220 UCART1 482888.21 3717927.27 482888.21, 3717927.276.59479 6.35495 3.88347 2.58927E-06 2.58851E-05 9.96942E-07 2.9E-05 1.0E-08 3.1E-08 1.8E-08 1.6E-08 7.4E-09 3.4E-10 8.2E-09 4.2E-09 3.8E-09 1.2E-09 1.8E-08 221 UCART1 482938.21 3717927.27 482938.21, 3717927.278.25957 7.96112 4.49084 3.24291E-06 3.24274E-05 1.15286E-06 3.7E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.2E-09 4.3E-10 1.0E-08 5.3E-09 4.8E-09 1.5E-09 2.2E-08 222 UCART1 482988.21 3717927.27 482988.21, 3717927.279.94614 9.42752 5.38595 3.90509E-06 3.84004E-05 1.38265E-06 4.4E-05 1.5E-08 4.6E-08 2.6E-08 2.4E-08 1.1E-08 5.1E-10 1.2E-08 6.3E-09 5.7E-09 1.7E-09 2.6E-08 223 UCART1 483038.21 3717927.27 483038.21, 3717927.2710.96218 10.04573 5.98976 4.30401E-06 4.09185E-05 1.53766E-06 4.7E-05 1.6E-08 4.9E-08 2.8E-08 2.6E-08 1.2E-08 5.4E-10 1.3E-08 6.7E-09 6.1E-09 1.8E-09 2.8E-08 224 UCART1 483088.21 3717927.27 483088.21, 3717927.2712.73681 11.66764 6.65452 5.00078E-06 4.75249E-05 1.70831E-06 5.4E-05 1.9E-08 5.7E-08 3.3E-08 3.0E-08 1.4E-08 6.3E-10 1.5E-08 7.8E-09 7.1E-09 2.1E-09 3.3E-08 225 UCART1 483138.21 3717927.27 483138.21, 3717927.2713.10911 11.75407 7.12129 5.14695E-06 4.7877E-05 1.82814E-06 5.5E-05 1.9E-08 5.7E-08 3.3E-08 3.0E-08 1.4E-08 6.3E-10 1.5E-08 7.9E-09 7.1E-09 2.2E-09 3.3E-08 226 UCART1 483188.21 3717927.27 483188.21, 3717927.2712.92471 11.23919 7.50282 5.07455E-06 4.57797E-05 1.92608E-06 5.3E-05 1.8E-08 5.5E-08 3.2E-08 2.9E-08 1.3E-08 6.1E-10 1.5E-08 7.6E-09 6.9E-09 2.1E-09 3.2E-08 227 UCART1 483238.21 3717927.27 483238.21, 3717927.2712.77214 11.0114 8.02683 5.01465E-06 4.48519E-05 2.0606E-06 5.2E-05 1.8E-08 5.4E-08 3.1E-08 2.8E-08 1.3E-08 6.0E-10 1.4E-08 7.5E-09 6.8E-09 2.0E-09 3.1E-08 228 UCART1 483288.21 3717927.27 483288.21, 3717927.2711.96002 10.34286 8.50507 4.69579E-06 4.21288E-05 2.18337E-06 4.9E-05 1.7E-08 5.1E-08 3.0E-08 2.7E-08 1.2E-08 5.7E-10 1.4E-08 7.0E-09 6.4E-09 1.9E-09 3.0E-08 229 UCART1 483338.21 3717927.27 483338.21, 3717927.2711.01557 9.64366 8.95706 4.32498E-06 3.92808E-05 2.2994E-06 4.6E-05 1.6E-08 4.8E-08 2.8E-08 2.5E-08 1.1E-08 5.3E-10 1.3E-08 6.6E-09 6.0E-09 1.8E-09 2.8E-08 230 UCART1 483388.21 3717927.27 483388.21, 3717927.279.97137 8.87976 9.38916 3.915E-06 3.61692E-05 2.41033E-06 4.2E-05 1.5E-08 4.4E-08 2.6E-08 2.3E-08 1.1E-08 4.9E-10 1.2E-08 6.1E-09 5.5E-09 1.7E-09 2.6E-08 231 UCART1 483438.21 3717927.27 483438.21, 3717927.278.87777 8.05673 9.79224 3.48563E-06 3.28169E-05 2.51381E-06 3.9E-05 1.3E-08 4.1E-08 2.3E-08 2.1E-08 9.7E-09 4.5E-10 1.1E-08 5.6E-09 5.1E-09 1.5E-09 2.3E-08 232 UCART1 483488.21 3717927.27 483488.21, 3717927.277.60358 6.94055 10.06697 2.98535E-06 2.82704E-05 2.58433E-06 3.4E-05 1.2E-08 3.5E-08 2.0E-08 1.9E-08 8.5E-09 3.9E-10 9.4E-09 4.9E-09 4.4E-09 1.3E-09 2.0E-08 233 UCART1 483538.21 3717927.27 483538.21, 3717927.276.63958 6.14713 10.27821 2.60686E-06 2.50386E-05 2.63856E-06 3E-05 1.0E-08 3.2E-08 1.8E-08 1.7E-08 7.6E-09 3.5E-10 8.5E-09 4.4E-09 3.9E-09 1.2E-09 1.8E-08 234 UCART1 483588.21 3717927.27 483588.21, 3717927.275.90315 5.57657 10.38252 2.31772E-06 2.27146E-05 2.66534E-06 2.8E-05 9.6E-09 2.9E-08 1.7E-08 1.5E-08 6.9E-09 3.2E-10 7.7E-09 4.0E-09 3.6E-09 1.1E-09 1.7E-08 235 UCART1 483638.21 3717927.27 483638.21, 3717927.275.21915 5.04474 10.30777 2.04916E-06 2.05484E-05 2.64615E-06 2.5E-05 8.7E-09 2.6E-08 1.5E-08 1.4E-08 6.3E-09 2.9E-10 7.0E-09 3.6E-09 3.3E-09 1.0E-09 1.5E-08 236 UCART1 483688.21 3717927.27 483688.21, 3717927.274.54165 4.41788 9.78081 1.78316E-06 1.7995E-05 2.51087E-06 2.2E-05 7.7E-09 2.3E-08 1.3E-08 1.2E-08 5.6E-09 2.6E-10 6.2E-09 3.2E-09 2.9E-09 8.8E-10 1.3E-08 237 UCART1 483738.21 3717927.27 483738.21, 3717927.273.95645 3.85899 8.99996 1.5534E-06 1.57185E-05 2.31042E-06 2E-05 6.8E-09 2.0E-08 1.2E-08 1.1E-08 4.9E-09 2.3E-10 5.5E-09 2.8E-09 2.6E-09 7.7E-10 1.2E-08 238 UCART1 483788.21 3717927.27 483788.21, 3717927.273.48441 3.41531 8.09482 1.36806E-06 1.39113E-05 2.07805E-06 1.7E-05 6.0E-09 1.8E-08 1.1E-08 9.5E-09 4.3E-09 2.0E-10 4.8E-09 2.5E-09 2.3E-09 6.9E-10 1.0E-08 239 UCART1 482838.21 3717977.27 482838.21, 3717977.275.15124 5.01382 3.15451 2.0225E-06 2.04224E-05 8.09807E-07 2.3E-05 8.0E-09 2.4E-08 1.4E-08 1.3E-08 5.8E-09 2.7E-10 6.5E-09 3.3E-09 3.0E-09 9.2E-10 1.4E-08 240 UCART1 482888.21 3717977.27 482888.21, 3717977.276.19633 6.00532 3.6988 2.43283E-06 2.4461E-05 9.49534E-07 2.8E-05 9.6E-09 2.9E-08 1.7E-08 1.5E-08 7.0E-09 3.2E-10 7.8E-09 4.0E-09 3.6E-09 1.1E-09 1.7E-08 241 UCART1 482938.21 3717977.27 482938.21, 3717977.277.6618 7.37661 4.26188 3.00821E-06 3.00466E-05 1.09408E-06 3.4E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.5E-09 3.9E-10 9.5E-09 4.9E-09 4.5E-09 1.3E-09 2.1E-08 242 UCART1 482988.21 3717977.27 482988.21, 3717977.278.69837 8.30095 4.85112 3.41519E-06 3.38116E-05 1.24535E-06 3.8E-05 1.3E-08 4.0E-08 2.3E-08 2.1E-08 9.6E-09 4.4E-10 1.1E-08 5.5E-09 5.0E-09 1.5E-09 2.3E-08 243 UCART1 483038.21 3717977.27 483038.21, 3717977.279.35019 8.79513 5.30257 3.67111E-06 3.58245E-05 1.36124E-06 4.1E-05 1.4E-08 4.3E-08 2.5E-08 2.2E-08 1.0E-08 4.7E-10 1.1E-08 5.9E-09 5.3E-09 1.6E-09 2.5E-08 244 UCART1 483088.21 3717977.27 483088.21, 3717977.2710.03626 9.3136 5.73421 3.94048E-06 3.79364E-05 1.47205E-06 4.3E-05 1.5E-08 4.5E-08 2.6E-08 2.4E-08 1.1E-08 5.0E-10 1.2E-08 6.2E-09 5.6E-09 1.7E-09 2.6E-08 245 UCART1 483138.21 3717977.27 483138.21, 3717977.279.9691 9.08352 6.068 3.91411E-06 3.69992E-05 1.55774E-06 4.2E-05 1.5E-08 4.4E-08 2.6E-08 2.3E-08 1.1E-08 4.9E-10 1.2E-08 6.1E-09 5.5E-09 1.7E-09 2.6E-08 246 UCART1 483188.21 3717977.27 483188.21, 3717977.279.62548 8.60659 6.37265 3.77919E-06 3.50566E-05 1.63595E-06 4E-05 1.4E-08 4.2E-08 2.4E-08 2.2E-08 1.0E-08 4.7E-10 1.1E-08 5.8E-09 5.3E-09 1.6E-09 2.4E-08 247 UCART1 483238.21 3717977.27 483238.21, 3717977.279.15771 8.09439 6.70663 3.59554E-06 3.29703E-05 1.72169E-06 3.8E-05 1.3E-08 4.0E-08 2.3E-08 2.1E-08 9.6E-09 4.4E-10 1.1E-08 5.5E-09 5.0E-09 1.5E-09 2.3E-08 248 UCART1 483288.21 3717977.27 483288.21, 3717977.278.79385 7.76099 7.00753 3.45268E-06 3.16122E-05 1.79893E-06 3.7E-05 1.3E-08 3.9E-08 2.2E-08 2.0E-08 9.2E-09 4.3E-10 1.0E-08 5.3E-09 4.8E-09 1.5E-09 2.2E-08 249 UCART1 483338.21 3717977.27 483338.21, 3717977.278.26533 7.3272 7.30376 3.24517E-06 2.98453E-05 1.87498E-06 3.5E-05 1.2E-08 3.7E-08 2.1E-08 1.9E-08 8.8E-09 4.0E-10 9.8E-09 5.0E-09 4.6E-09 1.4E-09 2.1E-08 250 UCART1 483388.21 3717977.27 483388.21, 3717977.277.66669 6.85297 7.58043 3.01013E-06 2.79137E-05 1.946E-06 3.3E-05 1.1E-08 3.4E-08 2.0E-08 1.8E-08 8.2E-09 3.8E-10 9.2E-09 4.7E-09 4.3E-09 1.3E-09 2.0E-08 251 UCART1 483438.21 3717977.27 483438.21, 3717977.277.03433 6.35549 7.831 2.76185E-06 2.58873E-05 2.01033E-06 3.1E-05 1.1E-08 3.2E-08 1.9E-08 1.7E-08 7.7E-09 3.5E-10 8.6E-09 4.4E-09 4.0E-09 1.2E-09 1.9E-08 252 UCART1 483488.21 3717977.27 483488.21, 3717977.276.40093 5.85545 8.03353 2.51316E-06 2.38506E-05 2.06232E-06 2.8E-05 9.8E-09 3.0E-08 1.7E-08 1.6E-08 7.1E-09 3.3E-10 7.9E-09 4.1E-09 3.7E-09 1.1E-09 1.7E-08 253 UCART1 483538.21 3717977.27 483538.21, 3717977.275.77583 5.35044 8.14276 2.26773E-06 2.17935E-05 2.09036E-06 2.6E-05 9.1E-09 2.7E-08 1.6E-08 1.4E-08 6.5E-09 3.0E-10 7.3E-09 3.8E-09 3.4E-09 1.0E-09 1.6E-08 254 UCART1 483588.21 3717977.27 483588.21, 3717977.275.26224 4.98481 8.17506 2.06608E-06 2.03042E-05 2.09865E-06 2.4E-05 8.5E-09 2.6E-08 1.5E-08 1.3E-08 6.1E-09 2.8E-10 6.8E-09 3.5E-09 3.2E-09 9.7E-10 1.5E-08 255 UCART1 483638.21 3717977.27 483638.21, 3717977.274.72167 4.54059 8.05013 1.85384E-06 1.84948E-05 2.06658E-06 2.2E-05 7.8E-09 2.3E-08 1.4E-08 1.2E-08 5.6E-09 2.6E-10 6.3E-09 3.2E-09 2.9E-09 8.8E-10 1.4E-08 256 UCART1 483688.21 3717977.27 483688.21, 3717977.274.19599 4.07221 7.66667 1.64745E-06 1.6587E-05 1.96814E-06 2E-05 7.0E-09 2.1E-08 1.2E-08 1.1E-08 5.1E-09 2.3E-10 5.6E-09 2.9E-09 2.6E-09 8.0E-10 1.2E-08 257 UCART1 483738.21 3717977.27 483738.21, 3717977.273.7273 3.63232 7.04199 1.46343E-06 1.47953E-05 1.80778E-06 1.8E-05 6.3E-09 1.9E-08 1.1E-08 9.9E-09 4.5E-09 2.1E-10 5.0E-09 2.6E-09 2.4E-09 7.1E-10 1.1E-08 258 UCART1 483788.21 3717977.27 483788.21, 3717977.273.33581 3.27348 6.50664 1.30972E-06 1.33336E-05 1.67035E-06 1.6E-05 5.6E-09 1.7E-08 9.9E-09 8.9E-09 4.1E-09 1.9E-10 4.6E-09 2.3E-09 2.1E-09 6.4E-10 9.9E-09 259 UCART1 482838.21 3718027.27 482838.21, 3718027.274.9942 4.88893 3.00828 1.96084E-06 1.99137E-05 7.72268E-07 2.3E-05 7.8E-09 2.4E-08 1.4E-08 1.2E-08 5.7E-09 2.6E-10 6.3E-09 3.3E-09 3.0E-09 8.9E-10 1.4E-08 260 UCART1 482888.21 3718027.27 482888.21, 3718027.275.99462 5.8279 3.4681 2.35363E-06 2.37383E-05 8.9031E-07 2.7E-05 9.3E-09 2.8E-08 1.6E-08 1.5E-08 6.8E-09 3.1E-10 7.5E-09 3.9E-09 3.5E-09 1.1E-09 1.6E-08 261 UCART1 482938.21 3718027.27 482938.21, 3718027.277.07477 6.80271 3.9436 2.77772E-06 2.7709E-05 1.01238E-06 3.1E-05 1.1E-08 3.3E-08 1.9E-08 1.7E-08 7.9E-09 3.6E-10 8.8E-09 4.5E-09 4.1E-09 1.2E-09 1.9E-08 262 UCART1 482988.21 3718027.27 482988.21, 3718027.277.91098 7.52147 4.39513 3.10604E-06 3.06366E-05 1.12829E-06 3.5E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.7E-09 4.0E-10 9.7E-09 5.0E-09 4.5E-09 1.4E-09 2.1E-08 263 UCART1 483038.21 3718027.27 483038.21, 3718027.278.33807 7.84054 4.76071 3.27373E-06 3.19363E-05 1.22214E-06 3.6E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.1E-09 4.2E-10 1.0E-08 5.2E-09 4.7E-09 1.4E-09 2.2E-08 264 UCART1 483088.21 3718027.27 483088.21, 3718027.278.37516 7.76783 5.05152 3.28829E-06 3.16401E-05 1.2968E-06 3.6E-05 1.3E-08 3.8E-08 2.2E-08 2.0E-08 9.1E-09 4.2E-10 1.0E-08 5.2E-09 4.7E-09 1.4E-09 2.2E-08 265 UCART1 483138.21 3718027.27 483138.21, 3718027.277.99886 7.31947 5.30137 3.14054E-06 2.98138E-05 1.36094E-06 3.4E-05 1.2E-08 3.6E-08 2.1E-08 1.9E-08 8.6E-09 4.0E-10 9.6E-09 4.9E-09 4.5E-09 1.4E-09 2.1E-08 266 UCART1 483188.21 3718027.27 483188.21, 3718027.277.45436 6.73341 5.54195 2.92676E-06 2.74267E-05 1.4227E-06 3.2E-05 1.1E-08 3.3E-08 1.9E-08 1.7E-08 8.0E-09 3.7E-10 8.9E-09 4.6E-09 4.1E-09 1.3E-09 1.9E-08 267 UCART1 483238.21 3718027.27 483238.21, 3718027.276.91503 6.19818 5.77734 2.71501E-06 2.52466E-05 1.48313E-06 2.9E-05 1.0E-08 3.1E-08 1.8E-08 1.6E-08 7.4E-09 3.4E-10 8.2E-09 4.2E-09 3.8E-09 1.2E-09 1.8E-08 268 UCART1 483288.21 3718027.27 483288.21, 3718027.276.65624 5.94839 5.96223 2.6134E-06 2.42291E-05 1.53059E-06 2.8E-05 9.8E-09 3.0E-08 1.7E-08 1.6E-08 7.1E-09 3.3E-10 7.9E-09 4.1E-09 3.7E-09 1.1E-09 1.7E-08 269 UCART1 483338.21 3718027.27 483338.21, 3718027.276.35192 5.68155 6.13584 2.49392E-06 2.31422E-05 1.57516E-06 2.7E-05 9.4E-09 2.8E-08 1.6E-08 1.5E-08 6.8E-09 3.1E-10 7.6E-09 3.9E-09 3.5E-09 1.1E-09 1.6E-08 270 UCART1 483388.21 3718027.27 483388.21, 3718027.275.99575 5.38751 6.29654 2.35408E-06 2.19445E-05 1.61641E-06 2.6E-05 9.0E-09 2.7E-08 1.6E-08 1.4E-08 6.5E-09 3.0E-10 7.2E-09 3.7E-09 3.4E-09 1.0E-09 1.6E-08 271 UCART1 483438.21 3718027.27 483438.21, 3718027.275.62478 5.08884 6.43281 2.20842E-06 2.0728E-05 1.65139E-06 2.5E-05 8.5E-09 2.6E-08 1.5E-08 1.3E-08 6.2E-09 2.8E-10 6.9E-09 3.5E-09 3.2E-09 9.7E-10 1.5E-08 272 UCART1 483488.21 3718027.27 483488.21, 3718027.275.25822 4.7992 6.53491 2.0645E-06 1.95482E-05 1.6776E-06 2.3E-05 8.1E-09 2.4E-08 1.4E-08 1.3E-08 5.8E-09 2.7E-10 6.5E-09 3.3E-09 3.0E-09 9.2E-10 1.4E-08 273 UCART1 483538.21 3718027.27 483538.21, 3718027.274.93211 4.5592 6.5888 1.93646E-06 1.85706E-05 1.69144E-06 2.2E-05 7.7E-09 2.3E-08 1.3E-08 1.2E-08 5.6E-09 2.6E-10 6.2E-09 3.2E-09 2.9E-09 8.8E-10 1.3E-08 274 UCART1 483588.21 3718027.27 483588.21, 3718027.274.55345 4.26253 6.53336 1.78779E-06 1.73622E-05 1.67721E-06 2.1E-05 7.2E-09 2.2E-08 1.3E-08 1.1E-08 5.2E-09 2.4E-10 5.8E-09 3.0E-09 2.7E-09 8.2E-10 1.3E-08 275 UCART1 483638.21 3718027.27 483638.21, 3718027.274.19695 4.00001 6.41653 1.64782E-06 1.62929E-05 1.64721E-06 2E-05 6.8E-09 2.0E-08 1.2E-08 1.1E-08 4.9E-09 2.3E-10 5.5E-09 2.8E-09 2.6E-09 7.7E-10 1.2E-08 276 UCART1 483688.21 3718027.27 483688.21, 3718027.273.73353 3.54442 5.99852 1.46587E-06 1.44372E-05 1.53991E-06 1.7E-05 6.0E-09 1.8E-08 1.1E-08 9.6E-09 4.4E-09 2.0E-10 4.9E-09 2.5E-09 2.3E-09 6.9E-10 1.1E-08 277 UCART1 483738.21 3718027.27 483738.21, 3718027.273.24516 3.08993 5.35837 1.27413E-06 1.2586E-05 1.37557E-06 1.5E-05 5.3E-09 1.6E-08 9.2E-09 8.4E-09 3.8E-09 1.8E-10 4.3E-09 2.2E-09 2.0E-09 6.0E-10 9.2E-09 278 UCART1 483788.21 3718027.27 483788.21, 3718027.272.96481 2.841 4.98677 1.16406E-06 1.1572E-05 1.28017E-06 1.4E-05 4.9E-09 1.5E-08 8.5E-09 7.7E-09 3.5E-09 1.6E-10 3.9E-09 2.0E-09 1.8E-09 5.5E-10 8.5E-09 279 UCART1483217.95 3717535.43 483217.95, 3717535.4375.76626 103.8401 81.95633 2.97477E-05 0.000422964 2.10394E-05 0.00047 1.6E-07 5.0E-07 2.9E-07 2.6E-07 1.2E-07 5.5E-09 1.3E-07 6.8E-08 6.2E-08 1.9E-08 2.9E-07 280 UCART1483253.34 3717548.13 483253.34, 3717548.1393.85979 114.04145 86.3029 3.68516E-05 0.000464516 2.21552E-05 0.00052 1.8E-07 5.5E-07 3.2E-07 2.9E-07 1.3E-07 6.1E-09 1.5E-07 7.5E-08 6.8E-08 2.1E-08 3.2E-07 281 UCART1483282.7 3717560.83 483282.7, 3717560.8391.16159 99.11155 91.4631 3.57922E-05 0.000403703 2.34799E-05 0.00046 1.6E-07 4.8E-07 2.8E-07 2.5E-07 1.2E-07 5.4E-09 1.3E-07 6.7E-08 6.0E-08 1.8E-08 2.8E-07 Residential DOSEair = (Cair*(BR/BW)*A*EF*10 -6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor 1 CPF 1.1 Cancer Potency Factor for DPM 4 EF 0.96 Exposure frequency (350/year) 2 AT 70 Averaging Time 5 10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion
3 Age BR/BW ASF FAH ED (Ops)
3rd 361 10 0.85 0.25
0<2 1090 10 0.85 2
2<9 631 3 0.72 7
9<16 572 3 0.72 7
16<30 261 1 0.73 13.75
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for DPM, OEHHA 2015, Table 7.1, page 7-5 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 4.3E-07 Rec#: 127
Location: 483288.21, 3717627.27
Operational Risk - Fueling
OnSite Fueling
Emissions Rate (g/s): 1.84E-04
Concentration
Discrete Receptor ID [µg/m^3] at 1 g/s Unmitigated Residential Dose Risk by Age Group X Y X, Y OnSite Fueling OnSite Fueling 3rd 0<2 2<9 9<16 16<30 3rd 0<2 2<9 9<16 16<30 Total Risk 1 UCART1 482838.21 3717227.27 482838.21, 3717227.272.36579 0.000436102 1.5E-07 4.6E-07 2.6E-07 2.4E-07 1.1E-07 4.6E-10 1.1E-08 5.7E-09 5.2E-09 1.6E-09 2.4E-08 2 UCART1 482888.21 3717227.27 482888.21, 3717227.272.91223 5.37E-04 1.9E-07 5.6E-07 3.2E-07 2.9E-07 1.3E-07 5.6E-10 1.4E-08 7.0E-09 6.4E-09 1.9E-09 2.9E-08 3 UCART1 482988.21 3717227.27 482988.21, 3717227.274.6441 0.000856078 3.0E-07 8.9E-07 5.2E-07 4.7E-07 2.1E-07 9.0E-10 2.2E-08 1.1E-08 1.0E-08 3.1E-09 4.7E-08 4 UCART1 483038.21 3717227.27 483038.21, 3717227.275.94241 0.001095404 3.8E-07 1.1E-06 6.6E-07 6.0E-07 2.7E-07 1.2E-09 2.8E-08 1.4E-08 1.3E-08 3.9E-09 6.0E-08 5 UCART1 483088.21 3717227.27 483088.21, 3717227.277.53652 0.001389257 4.8E-07 1.5E-06 8.4E-07 7.6E-07 3.5E-07 1.5E-09 3.5E-08 1.8E-08 1.6E-08 5.0E-09 7.6E-08 6 UCART1 483138.21 3717227.27 483138.21, 3717227.279.25907 0.001706786 5.9E-07 1.8E-06 1.0E-06 9.4E-07 4.3E-07 1.8E-09 4.3E-08 2.2E-08 2.0E-08 6.1E-09 9.4E-08 7 UCART1 483188.21 3717227.27 483188.21, 3717227.2710.71401 0.001974985 6.8E-07 2.1E-06 1.2E-06 1.1E-06 4.9E-07 2.1E-09 5.0E-08 2.6E-08 2.3E-08 7.1E-09 1.1E-07 8 UCART1 483238.21 3717227.27 483238.21, 3717227.2711.94912 0.002202661 7.6E-07 2.3E-06 1.3E-06 1.2E-06 5.5E-07 2.3E-09 5.6E-08 2.9E-08 2.6E-08 7.9E-09 1.2E-07 9 UCART1 483288.21 3717227.27 483288.21, 3717227.2713.0024 0.002396819 8.3E-07 2.5E-06 1.5E-06 1.3E-06 6.0E-07 2.5E-09 6.1E-08 3.1E-08 2.8E-08 8.6E-09 1.3E-07 10 UCART1 483338.21 3717227.27 483338.21, 3717227.2713.06702 0.002408731 8.3E-07 2.5E-06 1.5E-06 1.3E-06 6.0E-07 2.5E-09 6.1E-08 3.1E-08 2.9E-08 8.6E-09 1.3E-07 11 UCART1 483388.21 3717227.27 483388.21, 3717227.2712.56839 0.002316815 8.0E-07 2.4E-06 1.4E-06 1.3E-06 5.8E-07 2.4E-09 5.9E-08 3.0E-08 2.7E-08 8.3E-09 1.3E-07 12 UCART1 483438.21 3717227.27 483438.21, 3717227.2711.10351 0.002046784 7.1E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.2E-09 5.2E-08 2.7E-08 2.4E-08 7.3E-09 1.1E-07 13 UCART1 483488.21 3717227.27 483488.21, 3717227.279.6731 0.001783107 6.2E-07 1.9E-06 1.1E-06 9.8E-07 4.5E-07 1.9E-09 4.5E-08 2.3E-08 2.1E-08 6.4E-09 9.8E-08 14 UCART1 483788.21 3717227.27 483788.21, 3717227.273.59305 0.000662331 2.3E-07 6.9E-07 4.0E-07 3.6E-07 1.7E-07 7.0E-10 1.7E-08 8.7E-09 7.8E-09 2.4E-09 3.6E-08 15 UCART1 482838.21 3717277.27 482838.21, 3717277.272.45269 0.000452121 1.6E-07 4.7E-07 2.7E-07 2.5E-07 1.1E-07 4.8E-10 1.1E-08 5.9E-09 5.4E-09 1.6E-09 2.5E-08 16 UCART1 482888.21 3717277.27 482888.21, 3717277.273.04766 0.000561795 1.9E-07 5.9E-07 3.4E-07 3.1E-07 1.4E-07 5.9E-10 1.4E-08 7.3E-09 6.7E-09 2.0E-09 3.1E-08 17 UCART1 482988.21 3717277.27 482988.21, 3717277.275.0709 0.000934753 3.2E-07 9.8E-07 5.7E-07 5.1E-07 2.3E-07 9.8E-10 2.4E-08 1.2E-08 1.1E-08 3.4E-09 5.1E-08 18 UCART1 483038.21 3717277.27 483038.21, 3717277.276.72272 0.001239244 4.3E-07 1.3E-06 7.5E-07 6.8E-07 3.1E-07 1.3E-09 3.1E-08 1.6E-08 1.5E-08 4.4E-09 6.8E-08 19 UCART1 483088.21 3717277.27 483088.21, 3717277.278.81055 0.001624107 5.6E-07 1.7E-06 9.8E-07 8.9E-07 4.1E-07 1.7E-09 4.1E-08 2.1E-08 1.9E-08 5.8E-09 8.9E-08 20 UCART1 483138.21 3717277.27 483138.21, 3717277.2711.28026 0.002079365 7.2E-07 2.2E-06 1.3E-06 1.1E-06 5.2E-07 2.2E-09 5.3E-08 2.7E-08 2.5E-08 7.5E-09 1.1E-07 21 UCART1 483188.21 3717277.27 483188.21, 3717277.2713.69736 0.002524925 8.7E-07 2.6E-06 1.5E-06 1.4E-06 6.3E-07 2.7E-09 6.4E-08 3.3E-08 3.0E-08 9.1E-09 1.4E-07 22 UCART1 483238.21 3717277.27 483238.21, 3717277.2715.52839 0.002862451 9.9E-07 3.0E-06 1.7E-06 1.6E-06 7.2E-07 3.0E-09 7.3E-08 3.7E-08 3.4E-08 1.0E-08 1.6E-07 23 UCART1 483288.21 3717277.27 483288.21, 3717277.2716.30326 0.003005288 1.0E-06 3.1E-06 1.8E-06 1.6E-06 7.5E-07 3.2E-09 7.6E-08 3.9E-08 3.6E-08 1.1E-08 1.7E-07 24 UCART1 483338.21 3717277.27 483338.21, 3717277.2716.29934 0.003004566 1.0E-06 3.1E-06 1.8E-06 1.6E-06 7.5E-07 3.2E-09 7.6E-08 3.9E-08 3.6E-08 1.1E-08 1.7E-07 25 UCART1 483388.21 3717277.27 483388.21, 3717277.2714.60458 0.002692159 9.3E-07 2.8E-06 1.6E-06 1.5E-06 6.7E-07 2.8E-09 6.8E-08 3.5E-08 3.2E-08 9.7E-09 1.5E-07 26 UCART1 483438.21 3717277.27 483438.21, 3717277.2712.77438 0.002354786 8.2E-07 2.5E-06 1.4E-06 1.3E-06 5.9E-07 2.5E-09 6.0E-08 3.1E-08 2.8E-08 8.5E-09 1.3E-07 27 UCART1 483488.21 3717277.27 483488.21, 3717277.2710.752 0.001981988 6.9E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.1E-09 5.0E-08 2.6E-08 2.3E-08 7.1E-09 1.1E-07 28 UCART1 483788.21 3717277.27 483788.21, 3717277.273.47191 0.00064 2.2E-07 6.7E-07 3.9E-07 3.5E-07 1.6E-07 6.7E-10 1.6E-08 8.4E-09 7.6E-09 2.3E-09 3.5E-08 29 UCART1 482838.21 3717327.27 482838.21, 3717327.272.5152 0.000463644 1.6E-07 4.8E-07 2.8E-07 2.5E-07 1.2E-07 4.9E-10 1.2E-08 6.1E-09 5.5E-09 1.7E-09 2.5E-08 30 UCART1 482888.21 3717327.27 482888.21, 3717327.273.16756 0.000583897 2.0E-07 6.1E-07 3.5E-07 3.2E-07 1.5E-07 6.1E-10 1.5E-08 7.6E-09 6.9E-09 2.1E-09 3.2E-08 31 UCART1 483038.21 3717327.27 483038.21, 3717327.277.58482 0.00139816 4.8E-07 1.5E-06 8.5E-07 7.7E-07 3.5E-07 1.5E-09 3.5E-08 1.8E-08 1.7E-08 5.0E-09 7.7E-08 32 UCART1 483088.21 3717327.27 483088.21, 3717327.2710.44194 0.001924832 6.7E-07 2.0E-06 1.2E-06 1.1E-06 4.8E-07 2.0E-09 4.9E-08 2.5E-08 2.3E-08 6.9E-09 1.1E-07 33 UCART1 483138.21 3717327.27 483138.21, 3717327.2714.0166 0.002583773 8.9E-07 2.7E-06 1.6E-06 1.4E-06 6.5E-07 2.7E-09 6.6E-08 3.4E-08 3.1E-08 9.3E-09 1.4E-07 34 UCART1 483188.21 3717327.27 483188.21, 3717327.2717.70763 0.003264165 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.2E-07 3.4E-09 8.3E-08 4.3E-08 3.9E-08 1.2E-08 1.8E-07 35 UCART1 483238.21 3717327.27 483238.21, 3717327.2720.43535 0.003766984 1.3E-06 3.9E-06 2.3E-06 2.1E-06 9.4E-07 4.0E-09 9.6E-08 4.9E-08 4.5E-08 1.4E-08 2.1E-07 36 UCART1 483288.21 3717327.27 483288.21, 3717327.2721.26574 0.003920055 1.4E-06 4.1E-06 2.4E-06 2.2E-06 9.8E-07 4.1E-09 1.0E-07 5.1E-08 4.6E-08 1.4E-08 2.2E-07 37 UCART1 483338.21 3717327.27 483338.21, 3717327.2720.04411 0.003694864 1.3E-06 3.9E-06 2.2E-06 2.0E-06 9.2E-07 3.9E-09 9.4E-08 4.8E-08 4.4E-08 1.3E-08 2.0E-07 38 UCART1 483388.21 3717327.27 483388.21, 3717327.2717.53304 0.003231982 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.1E-07 3.4E-09 8.2E-08 4.2E-08 3.8E-08 1.2E-08 1.8E-07 39 UCART1 483438.21 3717327.27 483438.21, 3717327.2714.53174 0.002678732 9.3E-07 2.8E-06 1.6E-06 1.5E-06 6.7E-07 2.8E-09 6.8E-08 3.5E-08 3.2E-08 9.6E-09 1.5E-07 40 UCART1 483488.21 3717327.27 483488.21, 3717327.2711.67085 0.002151365 7.4E-07 2.2E-06 1.3E-06 1.2E-06 5.4E-07 2.3E-09 5.5E-08 2.8E-08 2.5E-08 7.7E-09 1.2E-07 41 UCART1 483538.21 3717327.27 483538.21, 3717327.279.29631 0.001713651 5.9E-07 1.8E-06 1.0E-06 9.4E-07 4.3E-07 1.8E-09 4.3E-08 2.2E-08 2.0E-08 6.1E-09 9.4E-08 42 UCART1 483738.21 3717327.27 483738.21, 3717327.273.98787 0.000735111 2.5E-07 7.7E-07 4.4E-07 4.0E-07 1.8E-07 7.7E-10 1.9E-08 9.6E-09 8.7E-09 2.6E-09 4.0E-08 43 UCART1 483788.21 3717327.27 483788.21, 3717327.273.33097 0.00061402 2.1E-07 6.4E-07 3.7E-07 3.4E-07 1.5E-07 6.5E-10 1.6E-08 8.0E-09 7.3E-09 2.2E-09 3.4E-08 44 UCART1 482838.21 3717377.27 482838.21, 3717377.272.56919 0.000473596 1.6E-07 5.0E-07 2.9E-07 2.6E-07 1.2E-07 5.0E-10 1.2E-08 6.2E-09 5.6E-09 1.7E-09 2.6E-08 45 UCART1 482888.21 3717377.27 482888.21, 3717377.273.27468 0.000603643 2.1E-07 6.3E-07 3.7E-07 3.3E-07 1.5E-07 6.3E-10 1.5E-08 7.9E-09 7.2E-09 2.2E-09 3.3E-08 46 UCART1 483038.21 3717377.27 483038.21, 3717377.278.47539 0.001562325 5.4E-07 1.6E-06 9.5E-07 8.6E-07 3.9E-07 1.6E-09 4.0E-08 2.0E-08 1.9E-08 5.6E-09 8.6E-08 47 UCART1 483088.21 3717377.27 483088.21, 3717377.2712.42221 0.002289868 7.9E-07 2.4E-06 1.4E-06 1.3E-06 5.7E-07 2.4E-09 5.8E-08 3.0E-08 2.7E-08 8.2E-09 1.3E-07 48 UCART1 483138.21 3717377.27 483138.21, 3717377.2717.90524 0.003300592 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.3E-07 3.5E-09 8.4E-08 4.3E-08 3.9E-08 1.2E-08 1.8E-07 49 UCART1 483188.21 3717377.27 483188.21, 3717377.2723.9718 0.004418881 1.5E-06 4.6E-06 2.7E-06 2.4E-06 1.1E-06 4.6E-09 1.1E-07 5.8E-08 5.2E-08 1.6E-08 2.4E-07 50 UCART1 483238.21 3717377.27 483238.21, 3717377.2728.21135 0.005200385 1.8E-06 5.4E-06 3.1E-06 2.9E-06 1.3E-06 5.5E-09 1.3E-07 6.8E-08 6.2E-08 1.9E-08 2.9E-07 51 UCART1 483288.21 3717377.27 483288.21, 3717377.2728.64339 0.005280026 1.8E-06 5.5E-06 3.2E-06 2.9E-06 1.3E-06 5.5E-09 1.3E-07 6.9E-08 6.3E-08 1.9E-08 2.9E-07 52 UCART1 483338.21 3717377.27 483338.21, 3717377.2725.55955 0.004711562 1.6E-06 4.9E-06 2.9E-06 2.6E-06 1.2E-06 5.0E-09 1.2E-07 6.2E-08 5.6E-08 1.7E-08 2.6E-07 53 UCART1 483388.21 3717377.27 483388.21, 3717377.2720.86453 0.003846097 1.3E-06 4.0E-06 2.3E-06 2.1E-06 9.6E-07 4.0E-09 9.8E-08 5.0E-08 4.6E-08 1.4E-08 2.1E-07 54 UCART1 483438.21 3717377.27 483438.21, 3717377.2716.19507 0.002985345 1.0E-06 3.1E-06 1.8E-06 1.6E-06 7.5E-07 3.1E-09 7.6E-08 3.9E-08 3.5E-08 1.1E-08 1.6E-07 55 UCART1 483488.21 3717377.27 483488.21, 3717377.2712.36643 0.002279586 7.9E-07 2.4E-06 1.4E-06 1.3E-06 5.7E-07 2.4E-09 5.8E-08 3.0E-08 2.7E-08 8.2E-09 1.3E-07 56 UCART1 483538.21 3717377.27 483538.21, 3717377.279.4945 0.001750184 6.1E-07 1.8E-06 1.1E-06 9.6E-07 4.4E-07 1.8E-09 4.4E-08 2.3E-08 2.1E-08 6.3E-09 9.6E-08 57 UCART1 483588.21 3717377.27 483588.21, 3717377.277.3536 0.001355538 4.7E-07 1.4E-06 8.2E-07 7.4E-07 3.4E-07 1.4E-09 3.4E-08 1.8E-08 1.6E-08 4.9E-09 7.4E-08 58 UCART1 483738.21 3717377.27 483738.21, 3717377.273.77454 0.000695786 2.4E-07 7.3E-07 4.2E-07 3.8E-07 1.7E-07 7.3E-10 1.8E-08 9.1E-09 8.2E-09 2.5E-09 3.8E-08 59 UCART1 483788.21 3717377.27 483788.21, 3717377.273.14572 0.000579871 2.0E-07 6.1E-07 3.5E-07 3.2E-07 1.5E-07 6.1E-10 1.5E-08 7.6E-09 6.9E-09 2.1E-09 3.2E-08 60 UCART1 482838.21 3717427.27 482838.21, 3717427.272.6173 0.000482464 1.7E-07 5.0E-07 2.9E-07 2.6E-07 1.2E-07 5.1E-10 1.2E-08 6.3E-09 5.7E-09 1.7E-09 2.7E-08 61 UCART1 482888.21 3717427.27 482888.21, 3717427.273.35724 0.000618862 2.1E-07 6.5E-07 3.7E-07 3.4E-07 1.5E-07 6.5E-10 1.6E-08 8.1E-09 7.3E-09 2.2E-09 3.4E-08 62 UCART1 482988.21 3717427.27 482988.21, 3717427.276.29117 0.001159693 4.0E-07 1.2E-06 7.0E-07 6.4E-07 2.9E-07 1.2E-09 2.9E-08 1.5E-08 1.4E-08 4.2E-09 6.4E-08 63 UCART1 483038.21 3717427.27 483038.21, 3717427.279.41499 0.001735528 6.0E-07 1.8E-06 1.1E-06 9.5E-07 4.3E-07 1.8E-09 4.4E-08 2.3E-08 2.1E-08 6.2E-09 9.5E-08 64 UCART1 483088.21 3717427.27 483088.21, 3717427.2714.89319 0.002745361 9.5E-07 2.9E-06 1.7E-06 1.5E-06 6.9E-07 2.9E-09 7.0E-08 3.6E-08 3.3E-08 9.9E-09 1.5E-07 65 UCART1 483138.21 3717427.27 483138.21, 3717427.2723.72799 0.004373938 1.5E-06 4.6E-06 2.6E-06 2.4E-06 1.1E-06 4.6E-09 1.1E-07 5.7E-08 5.2E-08 1.6E-08 2.4E-07 66 UCART1 483188.21 3717427.27 483188.21, 3717427.2734.72755 0.00640156 2.2E-06 6.7E-06 3.9E-06 3.5E-06 1.6E-06 6.7E-09 1.6E-07 8.4E-08 7.6E-08 2.3E-08 3.5E-07 67 UCART1 483238.21 3717427.27 483238.21, 3717427.2741.99395 0.007741024 2.7E-06 8.1E-06 4.7E-06 4.2E-06 1.9E-06 8.1E-09 2.0E-07 1.0E-07 9.2E-08 2.8E-08 4.3E-07 68 UCART1 483288.21 3717427.27 483288.21, 3717427.2740.51049 0.007467568 2.6E-06 7.8E-06 4.5E-06 4.1E-06 1.9E-06 7.8E-09 1.9E-07 9.8E-08 8.8E-08 2.7E-08 4.1E-07 69 UCART1 483338.21 3717427.27 483338.21, 3717427.2732.78202 0.006042927 2.1E-06 6.3E-06 3.7E-06 3.3E-06 1.5E-06 6.4E-09 1.5E-07 7.9E-08 7.2E-08 2.2E-08 3.3E-07 70 UCART1 483388.21 3717427.27 483388.21, 3717427.2724.32119 0.004483286 1.6E-06 4.7E-06 2.7E-06 2.5E-06 1.1E-06 4.7E-09 1.1E-07 5.9E-08 5.3E-08 1.6E-08 2.5E-07 71 UCART1 483438.21 3717427.27 483438.21, 3717427.2717.50533 0.003226874 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.1E-07 3.4E-09 8.2E-08 4.2E-08 3.8E-08 1.2E-08 1.8E-07 72 UCART1 483488.21 3717427.27 483488.21, 3717427.2712.65572 0.002332913 8.1E-07 2.4E-06 1.4E-06 1.3E-06 5.8E-07 2.5E-09 5.9E-08 3.0E-08 2.8E-08 8.4E-09 1.3E-07 73 UCART1 483538.21 3717427.27 483538.21, 3717427.279.32182 0.001718353 5.9E-07 1.8E-06 1.0E-06 9.4E-07 4.3E-07 1.8E-09 4.4E-08 2.2E-08 2.0E-08 6.2E-09 9.4E-08 74 UCART1 483588.21 3717427.27 483588.21, 3717427.277.04522 0.001298692 4.5E-07 1.4E-06 7.9E-07 7.1E-07 3.3E-07 1.4E-09 3.3E-08 1.7E-08 1.5E-08 4.7E-09 7.1E-08 75 UCART1 483738.21 3717427.27 483738.21, 3717427.273.53439 0.000651518 2.3E-07 6.8E-07 3.9E-07 3.6E-07 1.6E-07 6.8E-10 1.7E-08 8.5E-09 7.7E-09 2.3E-09 3.6E-08 76 UCART1 483788.21 3717427.27 483788.21, 3717427.272.9379 0.000541563 1.9E-07 5.7E-07 3.3E-07 3.0E-07 1.4E-07 5.7E-10 1.4E-08 7.1E-09 6.4E-09 1.9E-09 3.0E-08 77 UCART1 482838.21 3717477.27 482838.21, 3717477.272.67219 0.000492583 1.7E-07 5.1E-07 3.0E-07 2.7E-07 1.2E-07 5.2E-10 1.3E-08 6.4E-09 5.8E-09 1.8E-09 2.7E-08 78 UCART1 482988.21 3717477.27 482988.21, 3717477.276.54393 0.001206286 4.2E-07 1.3E-06 7.3E-07 6.6E-07 3.0E-07 1.3E-09 3.1E-08 1.6E-08 1.4E-08 4.3E-09 6.6E-08 79 UCART1 483038.21 3717477.27 483038.21, 3717477.2710.19699 0.001879679 6.5E-07 2.0E-06 1.1E-06 1.0E-06 4.7E-07 2.0E-09 4.8E-08 2.5E-08 2.2E-08 6.7E-09 1.0E-07 80 UCART1 483088.21 3717477.27 483088.21, 3717477.2717.67027 0.003257278 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.2E-07 3.4E-09 8.3E-08 4.3E-08 3.9E-08 1.2E-08 1.8E-07 81 UCART1 483138.21 3717477.27 483138.21, 3717477.2732.81976 0.006049884 2.1E-06 6.3E-06 3.7E-06 3.3E-06 1.5E-06 6.4E-09 1.5E-07 7.9E-08 7.2E-08 2.2E-08 3.3E-07 82 UCART1 483188.21 3717477.27 483188.21, 3717477.2756.59157 0.0104319 3.6E-06 1.1E-05 6.3E-06 5.7E-06 2.6E-06 1.1E-08 2.6E-07 1.4E-07 1.2E-07 3.7E-08 5.7E-07 83 UCART1 483238.21 3717477.27 483238.21, 3717477.2770.14882 0.012930998 4.5E-06 1.4E-05 7.8E-06 7.1E-06 3.2E-06 1.4E-08 3.3E-07 1.7E-07 1.5E-07 4.6E-08 7.1E-07 84 UCART1 483288.21 3717477.27 483288.21, 3717477.2760.18557 0.011094406 3.8E-06 1.2E-05 6.7E-06 6.1E-06 2.8E-06 1.2E-08 2.8E-07 1.4E-07 1.3E-07 4.0E-08 6.1E-07 85 UCART1 483338.21 3717477.27 483338.21, 3717477.2741.66291 0.007680001 2.7E-06 8.0E-06 4.6E-06 4.2E-06 1.9E-06 8.1E-09 1.9E-07 1.0E-07 9.1E-08 2.8E-08 4.2E-07 86 UCART1 483388.21 3717477.27 483388.21, 3717477.2727.10928 0.004997234 1.7E-06 5.2E-06 3.0E-06 2.7E-06 1.3E-06 5.3E-09 1.3E-07 6.5E-08 5.9E-08 1.8E-08 2.7E-07 87 UCART1 483438.21 3717477.27 483438.21, 3717477.2717.87489 0.003294997 1.1E-06 3.4E-06 2.0E-06 1.8E-06 8.2E-07 3.5E-09 8.4E-08 4.3E-08 3.9E-08 1.2E-08 1.8E-07 88 UCART1 483488.21 3717477.27 483488.21, 3717477.2712.2669 0.002261239 7.8E-07 2.4E-06 1.4E-06 1.2E-06 5.7E-07 2.4E-09 5.7E-08 3.0E-08 2.7E-08 8.1E-09 1.2E-07 89 UCART1 483538.21 3717477.27 483538.21, 3717477.278.79837 0.001621862 5.6E-07 1.7E-06 9.8E-07 8.9E-07 4.1E-07 1.7E-09 4.1E-08 2.1E-08 1.9E-08 5.8E-09 8.9E-08 90 UCART1 483588.21 3717477.27 483588.21, 3717477.276.5642 0.001210023 4.2E-07 1.3E-06 7.3E-07 6.6E-07 3.0E-07 1.3E-09 3.1E-08 1.6E-08 1.4E-08 4.3E-09 6.6E-08 91 UCART1 482838.21 3717527.27 482838.21, 3717527.272.74757 0.000506478 1.8E-07 5.3E-07 3.1E-07 2.8E-07 1.3E-07 5.3E-10 1.3E-08 6.6E-09 6.0E-09 1.8E-09 2.8E-08 92 UCART1 482888.21 3717527.27 482888.21, 3717527.273.54042 0.000652629 2.3E-07 6.8E-07 3.9E-07 3.6E-07 1.6E-07 6.9E-10 1.7E-08 8.5E-09 7.7E-09 2.3E-09 3.6E-08 93 UCART1 482938.21 3717527.27 482938.21, 3717527.274.74957 0.00087552 3.0E-07 9.2E-07 5.3E-07 4.8E-07 2.2E-07 9.2E-10 2.2E-08 1.1E-08 1.0E-08 3.1E-09 4.8E-08 94 UCART1 483138.21 3717527.27 483138.21, 3717527.2747.11679 0.008685351 3.0E-06 9.1E-06 5.3E-06 4.8E-06 2.2E-06 9.1E-09 2.2E-07 1.1E-07 1.0E-07 3.1E-08 4.8E-07 95 UCART1 483188.21 3717527.27 483188.21, 3717527.27113.58724 0.02093829 7.2E-06 2.2E-05 1.3E-05 1.1E-05 5.2E-06 2.2E-08 5.3E-07 2.7E-07 2.5E-07 7.5E-08 1.2E-06 96 UCART1 483238.21 3717527.27 483238.21, 3717527.27143.07925 0.026374748 9.1E-06 2.8E-05 1.6E-05 1.4E-05 6.6E-06 2.8E-08 6.7E-07 3.4E-07 3.1E-07 9.5E-08 1.4E-06 97 UCART1 483288.21 3717527.27 483288.21, 3717527.2791.76966 0.016916511 5.9E-06 1.8E-05 1.0E-05 9.3E-06 4.2E-06 1.8E-08 4.3E-07 2.2E-07 2.0E-07 6.1E-08 9.3E-07 98 UCART1 483338.21 3717527.27 483338.21, 3717527.2748.82041 0.00899939 3.1E-06 9.4E-06 5.4E-06 4.9E-06 2.3E-06 9.5E-09 2.3E-07 1.2E-07 1.1E-07 3.2E-08 4.9E-07 99 UCART1 483388.21 3717527.27 483388.21, 3717527.2727.42071 0.005054641 1.7E-06 5.3E-06 3.1E-06 2.8E-06 1.3E-06 5.3E-09 1.3E-07 6.6E-08 6.0E-08 1.8E-08 2.8E-07 100 UCART1 483438.21 3717527.27 483438.21, 3717527.2716.71518 0.00308122 1.1E-06 3.2E-06 1.9E-06 1.7E-06 7.7E-07 3.2E-09 7.8E-08 4.0E-08 3.7E-08 1.1E-08 1.7E-07 101 UCART1 483488.21 3717527.27 483488.21, 3717527.2711.23303 0.002070659 7.2E-07 2.2E-06 1.3E-06 1.1E-06 5.2E-07 2.2E-09 5.3E-08 2.7E-08 2.5E-08 7.4E-09 1.1E-07 102 UCART1 483538.21 3717527.27 483538.21, 3717527.278.06644 0.00148694 5.1E-07 1.6E-06 9.0E-07 8.2E-07 3.7E-07 1.6E-09 3.8E-08 1.9E-08 1.8E-08 5.3E-09 8.2E-08 103 UCART1 483588.21 3717527.27 483588.21, 3717527.276.0485 0.00111496 3.9E-07 1.2E-06 6.7E-07 6.1E-07 2.8E-07 1.2E-09 2.8E-08 1.5E-08 1.3E-08 4.0E-09 6.1E-08 104 UCART1 483638.21 3717527.27 483638.21, 3717527.274.70373 0.00086707 3.0E-07 9.1E-07 5.2E-07 4.8E-07 2.2E-07 9.1E-10 2.2E-08 1.1E-08 1.0E-08 3.1E-09 4.8E-08 105 UCART1 482838.21 3717577.27 482838.21, 3717577.272.86367 0.000527879 1.8E-07 5.5E-07 3.2E-07 2.9E-07 1.3E-07 5.5E-10 1.3E-08 6.9E-09 6.3E-09 1.9E-09 2.9E-08 106 UCART1 482888.21 3717577.27 482888.21, 3717577.273.71672 0.000685128 2.4E-07 7.2E-07 4.1E-07 3.8E-07 1.7E-07 7.2E-10 1.7E-08 9.0E-09 8.1E-09 2.5E-09 3.8E-08 107 UCART1 482938.21 3717577.27 482938.21, 3717577.275.02204 0.000925746 3.2E-07 9.7E-07 5.6E-07 5.1E-07 2.3E-07 9.7E-10 2.3E-08 1.2E-08 1.1E-08 3.3E-09 5.1E-08 108 UCART1 482988.21 3717577.27 482988.21, 3717577.277.21938 0.001330796 4.6E-07 1.4E-06 8.1E-07 7.3E-07 3.3E-07 1.4E-09 3.4E-08 1.7E-08 1.6E-08 4.8E-09 7.3E-08 109 UCART1 483038.21 3717577.27 483038.21, 3717577.2711.55772 0.002130511 7.4E-07 2.2E-06 1.3E-06 1.2E-06 5.3E-07 2.2E-09 5.4E-08 2.8E-08 2.5E-08 7.6E-09 1.2E-07 110 UCART1 483088.21 3717577.27 483088.21, 3717577.2722.08353 0.004070804 1.4E-06 4.3E-06 2.5E-06 2.2E-06 1.0E-06 4.3E-09 1.0E-07 5.3E-08 4.8E-08 1.5E-08 2.2E-07 111 UCART1 483136.15 3717594.45 483136.15, 3717594.4566.00521 0.012167178 4.2E-06 1.3E-05 7.4E-06 6.7E-06 3.0E-06 1.3E-08 3.1E-07 1.6E-07 1.4E-07 4.4E-08 6.7E-07 112 UCART1 483288.21 3717577.27 483288.21, 3717577.27124.69915 0.022986622 8.0E-06 2.4E-05 1.4E-05 1.3E-05 5.8E-06 2.4E-08 5.8E-07 3.0E-07 2.7E-07 8.2E-08 1.3E-06 113 UCART1 483338.21 3717577.27 483338.21, 3717577.2748.74445 0.008985388 3.1E-06 9.4E-06 5.4E-06 4.9E-06 2.2E-06 9.4E-09 2.3E-07 1.2E-07 1.1E-07 3.2E-08 4.9E-07 114 UCART1 483388.21 3717577.27 483388.21, 3717577.2725.11629 0.004629852 1.6E-06 4.8E-06 2.8E-06 2.5E-06 1.2E-06 4.9E-09 1.2E-07 6.1E-08 5.5E-08 1.7E-08 2.5E-07 115 UCART1 483438.21 3717577.27 483438.21, 3717577.2713.94521 0.002570613 8.9E-07 2.7E-06 1.6E-06 1.4E-06 6.4E-07 2.7E-09 6.5E-08 3.4E-08 3.0E-08 9.2E-09 1.4E-07 116 UCART1 483488.21 3717577.27 483488.21, 3717577.279.26222 0.001707366 5.9E-07 1.8E-06 1.0E-06 9.4E-07 4.3E-07 1.8E-09 4.3E-08 2.2E-08 2.0E-08 6.1E-09 9.4E-08 117 UCART1 483538.21 3717577.27 483538.21, 3717577.277.34654 0.001354236 4.7E-07 1.4E-06 8.2E-07 7.4E-07 3.4E-07 1.4E-09 3.4E-08 1.8E-08 1.6E-08 4.9E-09 7.4E-08 118 UCART1 483588.21 3717577.27 483588.21, 3717577.275.62333 0.001036586 3.6E-07 1.1E-06 6.3E-07 5.7E-07 2.6E-07 1.1E-09 2.6E-08 1.4E-08 1.2E-08 3.7E-09 5.7E-08 119 UCART1 483638.21 3717577.27 483638.21, 3717577.274.44273 0.000818958 2.8E-07 8.6E-07 5.0E-07 4.5E-07 2.0E-07 8.6E-10 2.1E-08 1.1E-08 9.7E-09 2.9E-09 4.5E-08 120 UCART1 482838.21 3717627.27 482838.21, 3717627.273.09031 0.000569657 2.0E-07 6.0E-07 3.4E-07 3.1E-07 1.4E-07 6.0E-10 1.4E-08 7.4E-09 6.7E-09 2.0E-09 3.1E-08 121 UCART1 482888.21 3717627.27 482888.21, 3717627.274.08503 0.000753021 2.6E-07 7.9E-07 4.6E-07 4.1E-07 1.9E-07 7.9E-10 1.9E-08 9.8E-09 8.9E-09 2.7E-09 4.1E-08 122 UCART1 482938.21 3717627.27 482938.21, 3717627.275.67724 0.001046523 3.6E-07 1.1E-06 6.3E-07 5.7E-07 2.6E-07 1.1E-09 2.7E-08 1.4E-08 1.2E-08 3.8E-09 5.7E-08 123 UCART1 482988.21 3717627.27 482988.21, 3717627.278.52841 0.001572098 5.4E-07 1.6E-06 9.5E-07 8.6E-07 3.9E-07 1.7E-09 4.0E-08 2.1E-08 1.9E-08 5.6E-09 8.6E-08 124 UCART1 483038.21 3717627.27 483038.21, 3717627.2714.53152 0.002678692 9.3E-07 2.8E-06 1.6E-06 1.5E-06 6.7E-07 2.8E-09 6.8E-08 3.5E-08 3.2E-08 9.6E-09 1.5E-07 125 UCART1 483088.21 3717627.27 483088.21, 3717627.2731.0962 0.005732169 2.0E-06 6.0E-06 3.5E-06 3.1E-06 1.4E-06 6.0E-09 1.5E-07 7.5E-08 6.8E-08 2.1E-08 3.1E-07 126 UCART1 483128.59 3717627.96 483128.59, 3717627.9681.88104 0.015093676 5.2E-06 1.6E-05 9.1E-06 8.3E-06 3.8E-06 1.6E-08 3.8E-07 2.0E-07 1.8E-07 5.4E-08 8.3E-07 127 UCART1 483288.21 3717627.27 483288.21, 3717627.27113.97152 0.021009127 7.3E-06 2.2E-05 1.3E-05 1.2E-05 5.3E-06 2.2E-08 5.3E-07 2.7E-07 2.5E-07 7.5E-08 1.2E-06 128 UCART1 483438.21 3717627.27 483438.21, 3717627.2714.05956 0.002591692 9.0E-07 2.7E-06 1.6E-06 1.4E-06 6.5E-07 2.7E-09 6.6E-08 3.4E-08 3.1E-08 9.3E-09 1.4E-07 129 UCART1 483488.21 3717627.27 483488.21, 3717627.279.05404 0.001668991 5.8E-07 1.7E-06 1.0E-06 9.2E-07 4.2E-07 1.8E-09 4.2E-08 2.2E-08 2.0E-08 6.0E-09 9.2E-08 130 UCART1 483538.21 3717627.27 483538.21, 3717627.276.5753 0.001212069 4.2E-07 1.3E-06 7.3E-07 6.6E-07 3.0E-07 1.3E-09 3.1E-08 1.6E-08 1.4E-08 4.3E-09 6.7E-08 131 UCART1 483588.21 3717627.27 483588.21, 3717627.275.11028 0.000942012 3.3E-07 9.8E-07 5.7E-07 5.2E-07 2.4E-07 9.9E-10 2.4E-08 1.2E-08 1.1E-08 3.4E-09 5.2E-08 132 UCART1 483638.21 3717627.27 483638.21, 3717627.274.30761 0.00079405 2.7E-07 8.3E-07 4.8E-07 4.4E-07 2.0E-07 8.3E-10 2.0E-08 1.0E-08 9.4E-09 2.8E-09 4.4E-08 133 UCART1 482838.21 3717677.27 482838.21, 3717677.273.50361 0.000645844 2.2E-07 6.8E-07 3.9E-07 3.5E-07 1.6E-07 6.8E-10 1.6E-08 8.4E-09 7.7E-09 2.3E-09 3.5E-08 134 UCART1 482888.21 3717677.27 482888.21, 3717677.274.79746 0.000884348 3.1E-07 9.2E-07 5.4E-07 4.9E-07 2.2E-07 9.3E-10 2.2E-08 1.2E-08 1.0E-08 3.2E-09 4.9E-08 135 UCART1 482938.21 3717677.27 482938.21, 3717677.276.99821 0.001290026 4.5E-07 1.3E-06 7.8E-07 7.1E-07 3.2E-07 1.4E-09 3.3E-08 1.7E-08 1.5E-08 4.6E-09 7.1E-08 136 UCART1 482988.21 3717677.27 482988.21, 3717677.2711.17017 0.002059072 7.1E-07 2.2E-06 1.2E-06 1.1E-06 5.2E-07 2.2E-09 5.2E-08 2.7E-08 2.4E-08 7.4E-09 1.1E-07 137 UCART1 483038.21 3717677.27 483038.21, 3717677.2720.56341 0.00379059 1.3E-06 4.0E-06 2.3E-06 2.1E-06 9.5E-07 4.0E-09 9.6E-08 5.0E-08 4.5E-08 1.4E-08 2.1E-07 138 UCART1 483088.21 3717677.27 483088.21, 3717677.2746.26364 0.008528084 3.0E-06 8.9E-06 5.2E-06 4.7E-06 2.1E-06 9.0E-09 2.2E-07 1.1E-07 1.0E-07 3.1E-08 4.7E-07 139 UCART1 483115.53 3717668.34 483115.53, 3717668.3477.82905 0.014346745 5.0E-06 1.5E-05 8.7E-06 7.9E-06 3.6E-06 1.5E-08 3.6E-07 1.9E-07 1.7E-07 5.1E-08 7.9E-07 140 UCART1 483288.21 3717677.27 483288.21, 3717677.2772.29625 0.013326848 4.6E-06 1.4E-05 8.1E-06 7.3E-06 3.3E-06 1.4E-08 3.4E-07 1.7E-07 1.6E-07 4.8E-08 7.3E-07 141 UCART1 483338.21 3717677.27 483338.21, 3717677.2736.10145 0.00665482 2.3E-06 7.0E-06 4.0E-06 3.7E-06 1.7E-06 7.0E-09 1.7E-07 8.7E-08 7.9E-08 2.4E-08 3.7E-07 142 UCART1 483388.21 3717677.27 483388.21, 3717677.2721.13661 0.003896252 1.3E-06 4.1E-06 2.4E-06 2.1E-06 9.8E-07 4.1E-09 9.9E-08 5.1E-08 4.6E-08 1.4E-08 2.1E-07 143 UCART1 483438.21 3717677.27 483438.21, 3717677.2713.57903 0.002503113 8.7E-07 2.6E-06 1.5E-06 1.4E-06 6.3E-07 2.6E-09 6.4E-08 3.3E-08 3.0E-08 9.0E-09 1.4E-07 144 UCART1 483688.21 3717677.27 483688.21, 3717677.273.48089 0.000641656 2.2E-07 6.7E-07 3.9E-07 3.5E-07 1.6E-07 6.7E-10 1.6E-08 8.4E-09 7.6E-09 2.3E-09 3.5E-08 145 UCART1 482838.21 3717727.27 482838.21, 3717727.274.13138 0.000761565 2.6E-07 8.0E-07 4.6E-07 4.2E-07 1.9E-07 8.0E-10 1.9E-08 1.0E-08 9.0E-09 2.7E-09 4.2E-08 146 UCART1 482888.21 3717727.27 482888.21, 3717727.275.86034 0.001080275 3.7E-07 1.1E-06 6.5E-07 5.9E-07 2.7E-07 1.1E-09 2.7E-08 1.4E-08 1.3E-08 3.9E-09 5.9E-08 147 UCART1 482938.21 3717727.27 482938.21, 3717727.278.80782 0.001623604 5.6E-07 1.7E-06 9.8E-07 8.9E-07 4.1E-07 1.7E-09 4.1E-08 2.1E-08 1.9E-08 5.8E-09 8.9E-08 148 UCART1 482988.21 3717727.27 482988.21, 3717727.2711.95017 0.002202854 7.6E-07 2.3E-06 1.3E-06 1.2E-06 5.5E-07 2.3E-09 5.6E-08 2.9E-08 2.6E-08 7.9E-09 1.2E-07 149 UCART1 483038.21 3717727.27 483038.21, 3717727.2722.84524 0.004211215 1.5E-06 4.4E-06 2.5E-06 2.3E-06 1.1E-06 4.4E-09 1.1E-07 5.5E-08 5.0E-08 1.5E-08 2.3E-07 150 UCART1 483088.21 3717727.27 483088.21, 3717727.2746.57961 0.008586329 3.0E-06 9.0E-06 5.2E-06 4.7E-06 2.1E-06 9.0E-09 2.2E-07 1.1E-07 1.0E-07 3.1E-08 4.7E-07 151 UCART1 483138.21 3717727.27 483138.21, 3717727.2779.66488 0.014685156 5.1E-06 1.5E-05 8.9E-06 8.1E-06 3.7E-06 1.5E-08 3.7E-07 1.9E-07 1.7E-07 5.3E-08 8.1E-07 152 UCART1 483188.21 3717727.27 483188.21, 3717727.2798.99901 0.018249145 6.3E-06 1.9E-05 1.1E-05 1.0E-05 4.6E-06 1.9E-08 4.6E-07 2.4E-07 2.2E-07 6.5E-08 1.0E-06 153 UCART1 483238.21 3717727.27 483238.21, 3717727.2770.37276 0.012972278 4.5E-06 1.4E-05 7.8E-06 7.1E-06 3.2E-06 1.4E-08 3.3E-07 1.7E-07 1.5E-07 4.7E-08 7.1E-07 154 UCART1 483288.21 3717727.27 483288.21, 3717727.2739.56926 0.007294064 2.5E-06 7.6E-06 4.4E-06 4.0E-06 1.8E-06 7.7E-09 1.9E-07 9.5E-08 8.6E-08 2.6E-08 4.0E-07 155 UCART1 483338.21 3717727.27 483338.21, 3717727.2726.76675 0.004934093 1.7E-06 5.2E-06 3.0E-06 2.7E-06 1.2E-06 5.2E-09 1.3E-07 6.4E-08 5.8E-08 1.8E-08 2.7E-07 156 UCART1 483388.21 3717727.27 483388.21, 3717727.2718.02472 0.003322616 1.2E-06 3.5E-06 2.0E-06 1.8E-06 8.3E-07 3.5E-09 8.4E-08 4.3E-08 3.9E-08 1.2E-08 1.8E-07 157 UCART1 483438.21 3717727.27 483438.21, 3717727.2712.54182 0.002311917 8.0E-07 2.4E-06 1.4E-06 1.3E-06 5.8E-07 2.4E-09 5.9E-08 3.0E-08 2.7E-08 8.3E-09 1.3E-07 158 UCART1 483538.21 3717727.27 483538.21, 3717727.276.83392 0.001259742 4.4E-07 1.3E-06 7.6E-07 6.9E-07 3.2E-07 1.3E-09 3.2E-08 1.6E-08 1.5E-08 4.5E-09 6.9E-08 159 UCART1 483588.21 3717727.27 483588.21, 3717727.275.31217 0.000979228 3.4E-07 1.0E-06 5.9E-07 5.4E-07 2.5E-07 1.0E-09 2.5E-08 1.3E-08 1.2E-08 3.5E-09 5.4E-08 160 UCART1 483638.21 3717727.27 483638.21, 3717727.274.23496 0.000780658 2.7E-07 8.2E-07 4.7E-07 4.3E-07 2.0E-07 8.2E-10 2.0E-08 1.0E-08 9.2E-09 2.8E-09 4.3E-08 161 UCART1 483688.21 3717727.27 483688.21, 3717727.273.46193 0.000638161 2.2E-07 6.7E-07 3.9E-07 3.5E-07 1.6E-07 6.7E-10 1.6E-08 8.3E-09 7.6E-09 2.3E-09 3.5E-08 162 UCART1 482838.21 3717777.27 482838.21, 3717777.274.19592 0.000773462 2.7E-07 8.1E-07 4.7E-07 4.2E-07 1.9E-07 8.1E-10 2.0E-08 1.0E-08 9.2E-09 2.8E-09 4.2E-08 163 UCART1 482888.21 3717777.27 482888.21, 3717777.277.00426 0.001291142 4.5E-07 1.3E-06 7.8E-07 7.1E-07 3.2E-07 1.4E-09 3.3E-08 1.7E-08 1.5E-08 4.6E-09 7.1E-08 164 UCART1 482938.21 3717777.27 482938.21, 3717777.279.2239 0.001700303 5.9E-07 1.8E-06 1.0E-06 9.3E-07 4.3E-07 1.8E-09 4.3E-08 2.2E-08 2.0E-08 6.1E-09 9.3E-08 165 UCART1 482988.21 3717777.27 482988.21, 3717777.2714.88734 0.002744282 9.5E-07 2.9E-06 1.7E-06 1.5E-06 6.9E-07 2.9E-09 7.0E-08 3.6E-08 3.3E-08 9.8E-09 1.5E-07 166 UCART1 483038.21 3717777.27 483038.21, 3717777.2725.56657 0.004712856 1.6E-06 4.9E-06 2.9E-06 2.6E-06 1.2E-06 5.0E-09 1.2E-07 6.2E-08 5.6E-08 1.7E-08 2.6E-07 167 UCART1 483088.21 3717777.27 483088.21, 3717777.2738.2164 0.007044683 2.4E-06 7.4E-06 4.3E-06 3.9E-06 1.8E-06 7.4E-09 1.8E-07 9.2E-08 8.3E-08 2.5E-08 3.9E-07 168 UCART1 483138.21 3717777.27 483138.21, 3717777.2749.99145 0.009215256 3.2E-06 9.6E-06 5.6E-06 5.1E-06 2.3E-06 9.7E-09 2.3E-07 1.2E-07 1.1E-07 3.3E-08 5.1E-07 169 UCART1 483188.21 3717777.27 483188.21, 3717777.2750.52607 0.009313806 3.2E-06 9.7E-06 5.6E-06 5.1E-06 2.3E-06 9.8E-09 2.4E-07 1.2E-07 1.1E-07 3.3E-08 5.1E-07 170 UCART1 483238.21 3717777.27 483238.21, 3717777.2737.48634 0.006910106 2.4E-06 7.2E-06 4.2E-06 3.8E-06 1.7E-06 7.3E-09 1.8E-07 9.0E-08 8.2E-08 2.5E-08 3.8E-07 171 UCART1 483288.21 3717777.27 483288.21, 3717777.2723.85838 0.004397974 1.5E-06 4.6E-06 2.7E-06 2.4E-06 1.1E-06 4.6E-09 1.1E-07 5.7E-08 5.2E-08 1.6E-08 2.4E-07 172 UCART1 483338.21 3717777.27 483338.21, 3717777.2718.63935 0.003435915 1.2E-06 3.6E-06 2.1E-06 1.9E-06 8.6E-07 3.6E-09 8.7E-08 4.5E-08 4.1E-08 1.2E-08 1.9E-07 173 UCART1 483388.21 3717777.27 483388.21, 3717777.2714.13787 0.002606127 9.0E-07 2.7E-06 1.6E-06 1.4E-06 6.5E-07 2.7E-09 6.6E-08 3.4E-08 3.1E-08 9.4E-09 1.4E-07 174 UCART1 483438.21 3717777.27 483438.21, 3717777.2710.78336 0.001987768 6.9E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.1E-09 5.0E-08 2.6E-08 2.4E-08 7.1E-09 1.1E-07 175 UCART1 483538.21 3717777.27 483538.21, 3717777.276.49635 0.001197515 4.1E-07 1.3E-06 7.2E-07 6.6E-07 3.0E-07 1.3E-09 3.0E-08 1.6E-08 1.4E-08 4.3E-09 6.6E-08 176 UCART1 483588.21 3717777.27 483588.21, 3717777.275.26088 0.000969773 3.4E-07 1.0E-06 5.9E-07 5.3E-07 2.4E-07 1.0E-09 2.5E-08 1.3E-08 1.1E-08 3.5E-09 5.3E-08 177 UCART1 483638.21 3717777.27 483638.21, 3717777.274.26348 0.000785916 2.7E-07 8.2E-07 4.8E-07 4.3E-07 2.0E-07 8.3E-10 2.0E-08 1.0E-08 9.3E-09 2.8E-09 4.3E-08 178 UCART1 483688.21 3717777.27 483688.21, 3717777.273.51598 0.000648124 2.2E-07 6.8E-07 3.9E-07 3.6E-07 1.6E-07 6.8E-10 1.6E-08 8.5E-09 7.7E-09 2.3E-09 3.6E-08 179 UCART1 482838.21 3717827.27 482838.21, 3717827.274.8477 0.000893609 3.1E-07 9.3E-07 5.4E-07 4.9E-07 2.2E-07 9.4E-10 2.3E-08 1.2E-08 1.1E-08 3.2E-09 4.9E-08 180 UCART1 482888.21 3717827.27 482888.21, 3717827.277.34603 0.001354142 4.7E-07 1.4E-06 8.2E-07 7.4E-07 3.4E-07 1.4E-09 3.4E-08 1.8E-08 1.6E-08 4.9E-09 7.4E-08 181 UCART1 482938.21 3717827.27 482938.21, 3717827.2710.1896 0.001878317 6.5E-07 2.0E-06 1.1E-06 1.0E-06 4.7E-07 2.0E-09 4.8E-08 2.5E-08 2.2E-08 6.7E-09 1.0E-07 182 UCART1 482988.21 3717827.27 482988.21, 3717827.2716.21077 0.002988239 1.0E-06 3.1E-06 1.8E-06 1.6E-06 7.5E-07 3.1E-09 7.6E-08 3.9E-08 3.5E-08 1.1E-08 1.6E-07 183 UCART1 483038.21 3717827.27 483038.21, 3717827.2724.17121 0.00445564 1.5E-06 4.7E-06 2.7E-06 2.4E-06 1.1E-06 4.7E-09 1.1E-07 5.8E-08 5.3E-08 1.6E-08 2.4E-07 184 UCART1 483088.21 3717827.27 483088.21, 3717827.2731.69377 0.005842323 2.0E-06 6.1E-06 3.5E-06 3.2E-06 1.5E-06 6.1E-09 1.5E-07 7.6E-08 6.9E-08 2.1E-08 3.2E-07 185 UCART1 483138.21 3717827.27 483138.21, 3717827.2734.96312 0.006444984 2.2E-06 6.7E-06 3.9E-06 3.5E-06 1.6E-06 6.8E-09 1.6E-07 8.4E-08 7.6E-08 2.3E-08 3.5E-07 186 UCART1 483188.21 3717827.27 483188.21, 3717827.2730.20462 0.005567818 1.9E-06 5.8E-06 3.4E-06 3.1E-06 1.4E-06 5.9E-09 1.4E-07 7.3E-08 6.6E-08 2.0E-08 3.1E-07 187 UCART1 483238.21 3717827.27 483238.21, 3717827.2721.68368 0.003997097 1.4E-06 4.2E-06 2.4E-06 2.2E-06 1.0E-06 4.2E-09 1.0E-07 5.2E-08 4.7E-08 1.4E-08 2.2E-07 188 UCART1 483288.21 3717827.27 483288.21, 3717827.2715.53132 0.002862991 9.9E-07 3.0E-06 1.7E-06 1.6E-06 7.2E-07 3.0E-09 7.3E-08 3.7E-08 3.4E-08 1.0E-08 1.6E-07 189 UCART1 483338.21 3717827.27 483338.21, 3717827.2712.54416 0.002312348 8.0E-07 2.4E-06 1.4E-06 1.3E-06 5.8E-07 2.4E-09 5.9E-08 3.0E-08 2.7E-08 8.3E-09 1.3E-07 190 UCART1 483388.21 3717827.27 483388.21, 3717827.2710.48005 0.001931857 6.7E-07 2.0E-06 1.2E-06 1.1E-06 4.8E-07 2.0E-09 4.9E-08 2.5E-08 2.3E-08 6.9E-09 1.1E-07 191 UCART1 483438.21 3717827.27 483438.21, 3717827.278.78737 0.001619834 5.6E-07 1.7E-06 9.8E-07 8.9E-07 4.1E-07 1.7E-09 4.1E-08 2.1E-08 1.9E-08 5.8E-09 8.9E-08 192 UCART1 483488.21 3717827.27 483488.21, 3717827.277.28408 0.001342723 4.6E-07 1.4E-06 8.1E-07 7.4E-07 3.4E-07 1.4E-09 3.4E-08 1.8E-08 1.6E-08 4.8E-09 7.4E-08 193 UCART1 483538.21 3717827.27 483538.21, 3717827.276.01118 0.001108081 3.8E-07 1.2E-06 6.7E-07 6.1E-07 2.8E-07 1.2E-09 2.8E-08 1.4E-08 1.3E-08 4.0E-09 6.1E-08 194 UCART1 483588.21 3717827.27 483588.21, 3717827.274.97314 0.000916732 3.2E-07 9.6E-07 5.5E-07 5.0E-07 2.3E-07 9.6E-10 2.3E-08 1.2E-08 1.1E-08 3.3E-09 5.0E-08 195 UCART1 483638.21 3717827.27 483638.21, 3717827.274.14006 0.000763165 2.6E-07 8.0E-07 4.6E-07 4.2E-07 1.9E-07 8.0E-10 1.9E-08 1.0E-08 9.0E-09 2.7E-09 4.2E-08 196 UCART1 483688.21 3717827.27 483688.21, 3717827.273.47701 0.00064094 2.2E-07 6.7E-07 3.9E-07 3.5E-07 1.6E-07 6.7E-10 1.6E-08 8.4E-09 7.6E-09 2.3E-09 3.5E-08 197 UCART1 483738.21 3717827.27 483738.21, 3717827.272.90337 0.000535197 1.9E-07 5.6E-07 3.2E-07 2.9E-07 1.3E-07 5.6E-10 1.4E-08 7.0E-09 6.3E-09 1.9E-09 2.9E-08 198 UCART1 483788.21 3717827.27 483788.21, 3717827.272.49661 0.000460217 1.6E-07 4.8E-07 2.8E-07 2.5E-07 1.2E-07 4.8E-10 1.2E-08 6.0E-09 5.5E-09 1.7E-09 2.5E-08 199 UCART1 482838.21 3717877.27 482838.21, 3717877.275.55718 0.001024392 3.5E-07 1.1E-06 6.2E-07 5.6E-07 2.6E-07 1.1E-09 2.6E-08 1.3E-08 1.2E-08 3.7E-09 5.6E-08 200 UCART1 482888.21 3717877.27 482888.21, 3717877.278.07415 0.001488362 5.2E-07 1.6E-06 9.0E-07 8.2E-07 3.7E-07 1.6E-09 3.8E-08 1.9E-08 1.8E-08 5.3E-09 8.2E-08 201 UCART1 482938.21 3717877.27 482938.21, 3717877.2711.10205 0.002046515 7.1E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.2E-09 5.2E-08 2.7E-08 2.4E-08 7.3E-09 1.1E-07 202 UCART1 482988.21 3717877.27 482988.21, 3717877.2716.11021 0.002969702 1.0E-06 3.1E-06 1.8E-06 1.6E-06 7.4E-07 3.1E-09 7.5E-08 3.9E-08 3.5E-08 1.1E-08 1.6E-07 203 UCART1 483038.21 3717877.27 483038.21, 3717877.2721.18221 0.003904657 1.4E-06 4.1E-06 2.4E-06 2.1E-06 9.8E-07 4.1E-09 9.9E-08 5.1E-08 4.6E-08 1.4E-08 2.1E-07 204 UCART1 483088.21 3717877.27 483088.21, 3717877.2724.68734 0.004550781 1.6E-06 4.8E-06 2.8E-06 2.5E-06 1.1E-06 4.8E-09 1.2E-07 5.9E-08 5.4E-08 1.6E-08 2.5E-07 205 UCART1 483138.21 3717877.27 483138.21, 3717877.2723.86892 0.004399916 1.5E-06 4.6E-06 2.7E-06 2.4E-06 1.1E-06 4.6E-09 1.1E-07 5.8E-08 5.2E-08 1.6E-08 2.4E-07 206 UCART1 483188.21 3717877.27 483188.21, 3717877.2719.86733 0.003662277 1.3E-06 3.8E-06 2.2E-06 2.0E-06 9.2E-07 3.8E-09 9.3E-08 4.8E-08 4.3E-08 1.3E-08 2.0E-07 207 UCART1 483238.21 3717877.27 483238.21, 3717877.2715.09273 0.002782143 9.6E-07 2.9E-06 1.7E-06 1.5E-06 7.0E-07 2.9E-09 7.1E-08 3.6E-08 3.3E-08 1.0E-08 1.5E-07 208 UCART1 483288.21 3717877.27 483288.21, 3717877.2711.05089 0.002037084 7.1E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.1E-09 5.2E-08 2.7E-08 2.4E-08 7.3E-09 1.1E-07 209 UCART1 483338.21 3717877.27 483338.21, 3717877.279.00455 0.001659868 5.7E-07 1.7E-06 1.0E-06 9.1E-07 4.2E-07 1.7E-09 4.2E-08 2.2E-08 2.0E-08 6.0E-09 9.1E-08 210 UCART1 483388.21 3717877.27 483388.21, 3717877.277.80543 0.001438827 5.0E-07 1.5E-06 8.7E-07 7.9E-07 3.6E-07 1.5E-09 3.7E-08 1.9E-08 1.7E-08 5.2E-09 7.9E-08 211 UCART1 483438.21 3717877.27 483438.21, 3717877.276.85268 0.0012632 4.4E-07 1.3E-06 7.6E-07 6.9E-07 3.2E-07 1.3E-09 3.2E-08 1.7E-08 1.5E-08 4.5E-09 6.9E-08 212 UCART1 483488.21 3717877.27 483488.21, 3717877.27 5.952 0.001097172 3.8E-07 1.1E-06 6.6E-07 6.0E-07 2.7E-07 1.2E-09 2.8E-08 1.4E-08 1.3E-08 3.9E-09 6.0E-08 213 UCART1 483538.21 3717877.27 483538.21, 3717877.275.17773 0.000954445 3.3E-07 1.0E-06 5.8E-07 5.2E-07 2.4E-07 1.0E-09 2.4E-08 1.2E-08 1.1E-08 3.4E-09 5.2E-08 214 UCART1 483588.21 3717877.27 483588.21, 3717877.274.48789 0.000827283 2.9E-07 8.6E-07 5.0E-07 4.5E-07 2.1E-07 8.7E-10 2.1E-08 1.1E-08 9.8E-09 3.0E-09 4.5E-08 215 UCART1 483638.21 3717877.27 483638.21, 3717877.273.87034 0.000713445 2.5E-07 7.5E-07 4.3E-07 3.9E-07 1.8E-07 7.5E-10 1.8E-08 9.3E-09 8.5E-09 2.6E-09 3.9E-08 216 UCART1 483688.21 3717877.27 483688.21, 3717877.273.33157 0.00061413 2.1E-07 6.4E-07 3.7E-07 3.4E-07 1.5E-07 6.5E-10 1.6E-08 8.0E-09 7.3E-09 2.2E-09 3.4E-08 217 UCART1 483738.21 3717877.27 483738.21, 3717877.272.81621 0.000519131 1.8E-07 5.4E-07 3.1E-07 2.8E-07 1.3E-07 5.5E-10 1.3E-08 6.8E-09 6.2E-09 1.9E-09 2.9E-08 218 UCART1 483788.21 3717877.27 483788.21, 3717877.272.44683 0.00045104 1.6E-07 4.7E-07 2.7E-07 2.5E-07 1.1E-07 4.7E-10 1.1E-08 5.9E-09 5.3E-09 1.6E-09 2.5E-08 219 UCART1 482838.21 3717927.27 482838.21, 3717927.276.10641 0.001125635 3.9E-07 1.2E-06 6.8E-07 6.2E-07 2.8E-07 1.2E-09 2.9E-08 1.5E-08 1.3E-08 4.0E-09 6.2E-08 220 UCART1 482888.21 3717927.27 482888.21, 3717927.278.41043 0.00155035 5.4E-07 1.6E-06 9.4E-07 8.5E-07 3.9E-07 1.6E-09 3.9E-08 2.0E-08 1.8E-08 5.6E-09 8.5E-08 221 UCART1 482938.21 3717927.27 482938.21, 3717927.2711.01461 0.002030396 7.0E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.1E-09 5.2E-08 2.7E-08 2.4E-08 7.3E-09 1.1E-07 222 UCART1 482988.21 3717927.27 482988.21, 3717927.2714.99133 0.002763451 9.6E-07 2.9E-06 1.7E-06 1.5E-06 6.9E-07 2.9E-09 7.0E-08 3.6E-08 3.3E-08 9.9E-09 1.5E-07 223 UCART1 483038.21 3717927.27 483038.21, 3717927.2717.972 0.003312898 1.1E-06 3.5E-06 2.0E-06 1.8E-06 8.3E-07 3.5E-09 8.4E-08 4.3E-08 3.9E-08 1.2E-08 1.8E-07 224 UCART1 483088.21 3717927.27 483088.21, 3717927.2718.8958 0.003483188 1.2E-06 3.6E-06 2.1E-06 1.9E-06 8.7E-07 3.7E-09 8.8E-08 4.6E-08 4.1E-08 1.3E-08 1.9E-07 225 UCART1 483138.21 3717927.27 483138.21, 3717927.2717.10851 0.003153725 1.1E-06 3.3E-06 1.9E-06 1.7E-06 7.9E-07 3.3E-09 8.0E-08 4.1E-08 3.7E-08 1.1E-08 1.7E-07 226 UCART1 483188.21 3717927.27 483188.21, 3717927.2714.27276 0.002630993 9.1E-07 2.7E-06 1.6E-06 1.4E-06 6.6E-07 2.8E-09 6.7E-08 3.4E-08 3.1E-08 9.4E-09 1.4E-07 227 UCART1 483238.21 3717927.27 483238.21, 3717927.2710.88687 0.002006849 6.9E-07 2.1E-06 1.2E-06 1.1E-06 5.0E-07 2.1E-09 5.1E-08 2.6E-08 2.4E-08 7.2E-09 1.1E-07 228 UCART1 483288.21 3717927.27 483288.21, 3717927.278.26697 0.001523905 5.3E-07 1.6E-06 9.2E-07 8.4E-07 3.8E-07 1.6E-09 3.9E-08 2.0E-08 1.8E-08 5.5E-09 8.4E-08 229 UCART1 483338.21 3717927.27 483338.21, 3717927.276.83933 0.001260739 4.4E-07 1.3E-06 7.6E-07 6.9E-07 3.2E-07 1.3E-09 3.2E-08 1.6E-08 1.5E-08 4.5E-09 6.9E-08 230 UCART1 483388.21 3717927.27 483388.21, 3717927.276.00141 0.00110628 3.8E-07 1.2E-06 6.7E-07 6.1E-07 2.8E-07 1.2E-09 2.8E-08 1.4E-08 1.3E-08 4.0E-09 6.1E-08 231 UCART1 483438.21 3717927.27 483438.21, 3717927.275.3991 0.000995252 3.4E-07 1.0E-06 6.0E-07 5.5E-07 2.5E-07 1.0E-09 2.5E-08 1.3E-08 1.2E-08 3.6E-09 5.5E-08 232 UCART1 483488.21 3717927.27 483488.21, 3717927.274.80644 0.000886003 3.1E-07 9.3E-07 5.4E-07 4.9E-07 2.2E-07 9.3E-10 2.2E-08 1.2E-08 1.0E-08 3.2E-09 4.9E-08 233 UCART1 483538.21 3717927.27 483538.21, 3717927.274.32864 0.000797927 2.8E-07 8.3E-07 4.8E-07 4.4E-07 2.0E-07 8.4E-10 2.0E-08 1.0E-08 9.5E-09 2.9E-09 4.4E-08 234 UCART1 483588.21 3717927.27 483588.21, 3717927.273.90647 0.000720106 2.5E-07 7.5E-07 4.4E-07 3.9E-07 1.8E-07 7.6E-10 1.8E-08 9.4E-09 8.5E-09 2.6E-09 4.0E-08 235 UCART1 483638.21 3717927.27 483638.21, 3717927.273.50555 0.000646201 2.2E-07 6.8E-07 3.9E-07 3.5E-07 1.6E-07 6.8E-10 1.6E-08 8.4E-09 7.7E-09 2.3E-09 3.6E-08 236 UCART1 483688.21 3717927.27 483688.21, 3717927.273.10241 0.000571888 2.0E-07 6.0E-07 3.5E-07 3.1E-07 1.4E-07 6.0E-10 1.5E-08 7.5E-09 6.8E-09 2.1E-09 3.1E-08 237 UCART1 483738.21 3717927.27 483738.21, 3717927.272.73341 0.000503868 1.7E-07 5.3E-07 3.0E-07 2.8E-07 1.3E-07 5.3E-10 1.3E-08 6.6E-09 6.0E-09 1.8E-09 2.8E-08 238 UCART1 483788.21 3717927.27 483788.21, 3717927.272.41144 0.000444517 1.5E-07 4.6E-07 2.7E-07 2.4E-07 1.1E-07 4.7E-10 1.1E-08 5.8E-09 5.3E-09 1.6E-09 2.4E-08 239 UCART1 482838.21 3717977.27 482838.21, 3717977.276.57055 0.001211193 4.2E-07 1.3E-06 7.3E-07 6.6E-07 3.0E-07 1.3E-09 3.1E-08 1.6E-08 1.4E-08 4.3E-09 6.7E-08 240 UCART1 482888.21 3717977.27 482888.21, 3717977.278.73483 0.001610149 5.6E-07 1.7E-06 9.7E-07 8.8E-07 4.0E-07 1.7E-09 4.1E-08 2.1E-08 1.9E-08 5.8E-09 8.8E-08 241 UCART1 482938.21 3717977.27 482938.21, 3717977.2710.99719 0.002027185 7.0E-07 2.1E-06 1.2E-06 1.1E-06 5.1E-07 2.1E-09 5.1E-08 2.6E-08 2.4E-08 7.3E-09 1.1E-07 242 UCART1 482988.21 3717977.27 482988.21, 3717977.2713.42937 0.002475525 8.6E-07 2.6E-06 1.5E-06 1.4E-06 6.2E-07 2.6E-09 6.3E-08 3.2E-08 2.9E-08 8.9E-09 1.4E-07 243 UCART1 483038.21 3717977.27 483038.21, 3717977.2714.87372 0.002741772 9.5E-07 2.9E-06 1.7E-06 1.5E-06 6.9E-07 2.9E-09 7.0E-08 3.6E-08 3.2E-08 9.8E-09 1.5E-07 244 UCART1 483088.21 3717977.27 483088.21, 3717977.2714.65735 0.002701887 9.4E-07 2.8E-06 1.6E-06 1.5E-06 6.8E-07 2.8E-09 6.9E-08 3.5E-08 3.2E-08 9.7E-09 1.5E-07 245 UCART1 483138.21 3717977.27 483138.21, 3717977.2712.87117 0.002372628 8.2E-07 2.5E-06 1.4E-06 1.3E-06 5.9E-07 2.5E-09 6.0E-08 3.1E-08 2.8E-08 8.5E-09 1.3E-07 246 UCART1 483188.21 3717977.27 483188.21, 3717977.2710.39128 0.001915494 6.6E-07 2.0E-06 1.2E-06 1.1E-06 4.8E-07 2.0E-09 4.9E-08 2.5E-08 2.3E-08 6.9E-09 1.1E-07 247 UCART1 483238.21 3717977.27 483238.21, 3717977.277.97868 0.001470763 5.1E-07 1.5E-06 8.9E-07 8.1E-07 3.7E-07 1.5E-09 3.7E-08 1.9E-08 1.7E-08 5.3E-09 8.1E-08 248 UCART1 483288.21 3717977.27 483288.21, 3717977.276.42042 0.001183519 4.1E-07 1.2E-06 7.2E-07 6.5E-07 3.0E-07 1.2E-09 3.0E-08 1.5E-08 1.4E-08 4.2E-09 6.5E-08 249 UCART1 483338.21 3717977.27 483338.21, 3717977.275.40057 0.000995523 3.4E-07 1.0E-06 6.0E-07 5.5E-07 2.5E-07 1.0E-09 2.5E-08 1.3E-08 1.2E-08 3.6E-09 5.5E-08 250 UCART1 483388.21 3717977.27 483388.21, 3717977.274.76452 0.000878276 3.0E-07 9.2E-07 5.3E-07 4.8E-07 2.2E-07 9.2E-10 2.2E-08 1.1E-08 1.0E-08 3.2E-09 4.8E-08 251 UCART1 483438.21 3717977.27 483438.21, 3717977.274.3278 0.000797772 2.8E-07 8.3E-07 4.8E-07 4.4E-07 2.0E-07 8.4E-10 2.0E-08 1.0E-08 9.5E-09 2.9E-09 4.4E-08 252 UCART1 483488.21 3717977.27 483488.21, 3717977.273.98454 0.000734497 2.5E-07 7.7E-07 4.4E-07 4.0E-07 1.8E-07 7.7E-10 1.9E-08 9.6E-09 8.7E-09 2.6E-09 4.0E-08 253 UCART1 483538.21 3717977.27 483538.21, 3717977.273.6745 0.000677345 2.3E-07 7.1E-07 4.1E-07 3.7E-07 1.7E-07 7.1E-10 1.7E-08 8.9E-09 8.0E-09 2.4E-09 3.7E-08 254 UCART1 483588.21 3717977.27 483588.21, 3717977.273.39964 0.000626678 2.2E-07 6.6E-07 3.8E-07 3.4E-07 1.6E-07 6.6E-10 1.6E-08 8.2E-09 7.4E-09 2.2E-09 3.4E-08 255 UCART1 483638.21 3717977.27 483638.21, 3717977.273.12293 0.00057567 2.0E-07 6.0E-07 3.5E-07 3.2E-07 1.4E-07 6.0E-10 1.5E-08 7.5E-09 6.8E-09 2.1E-09 3.2E-08 256 UCART1 483688.21 3717977.27 483688.21, 3717977.272.82175 0.000520152 1.8E-07 5.4E-07 3.1E-07 2.9E-07 1.3E-07 5.5E-10 1.3E-08 6.8E-09 6.2E-09 1.9E-09 2.9E-08 257 UCART1 483738.21 3717977.27 483738.21, 3717977.272.53004 0.000466379 1.6E-07 4.9E-07 2.8E-07 2.6E-07 1.2E-07 4.9E-10 1.2E-08 6.1E-09 5.5E-09 1.7E-09 2.6E-08 258 UCART1 483788.21 3717977.27 483788.21, 3717977.272.28084 0.000420442 1.5E-07 4.4E-07 2.5E-07 2.3E-07 1.1E-07 4.4E-10 1.1E-08 5.5E-09 5.0E-09 1.5E-09 2.3E-08 259 UCART1 482838.21 3718027.27 482838.21, 3718027.276.73359 0.001241247 4.3E-07 1.3E-06 7.5E-07 6.8E-07 3.1E-07 1.3E-09 3.2E-08 1.6E-08 1.5E-08 4.5E-09 6.8E-08 260 UCART1 482888.21 3718027.27 482888.21, 3718027.278.46143 0.001559752 5.4E-07 1.6E-06 9.4E-07 8.6E-07 3.9E-07 1.6E-09 4.0E-08 2.0E-08 1.8E-08 5.6E-09 8.6E-08 261 UCART1 482938.21 3718027.27 482938.21, 3718027.2710.18655 0.001877754 6.5E-07 2.0E-06 1.1E-06 1.0E-06 4.7E-07 2.0E-09 4.8E-08 2.5E-08 2.2E-08 6.7E-09 1.0E-07 262 UCART1 482988.21 3718027.27 482988.21, 3718027.2711.60497 0.002139221 7.4E-07 2.2E-06 1.3E-06 1.2E-06 5.4E-07 2.2E-09 5.4E-08 2.8E-08 2.5E-08 7.7E-09 1.2E-07 263 UCART1 483038.21 3718027.27 483038.21, 3718027.2712.10988 0.002232295 7.7E-07 2.3E-06 1.4E-06 1.2E-06 5.6E-07 2.3E-09 5.7E-08 2.9E-08 2.6E-08 8.0E-09 1.2E-07 264 UCART1 483088.21 3718027.27 483088.21, 3718027.2711.39644 0.002100781 7.3E-07 2.2E-06 1.3E-06 1.2E-06 5.3E-07 2.2E-09 5.3E-08 2.7E-08 2.5E-08 7.5E-09 1.2E-07 265 UCART1 483138.21 3718027.27 483138.21, 3718027.279.77051 0.001801063 6.2E-07 1.9E-06 1.1E-06 9.9E-07 4.5E-07 1.9E-09 4.6E-08 2.4E-08 2.1E-08 6.5E-09 9.9E-08 266 UCART1 483188.21 3718027.27 483188.21, 3718027.277.81472 0.001440539 5.0E-07 1.5E-06 8.7E-07 7.9E-07 3.6E-07 1.5E-09 3.7E-08 1.9E-08 1.7E-08 5.2E-09 7.9E-08 267 UCART1 483238.21 3718027.27 483238.21, 3718027.276.15645 0.001134859 3.9E-07 1.2E-06 6.9E-07 6.2E-07 2.8E-07 1.2E-09 2.9E-08 1.5E-08 1.3E-08 4.1E-09 6.2E-08 268 UCART1 483288.21 3718027.27 483288.21, 3718027.275.1042 0.000940891 3.3E-07 9.8E-07 5.7E-07 5.2E-07 2.4E-07 9.9E-10 2.4E-08 1.2E-08 1.1E-08 3.4E-09 5.2E-08 269 UCART1 483338.21 3718027.27 483338.21, 3718027.274.37131 0.000805793 2.8E-07 8.4E-07 4.9E-07 4.4E-07 2.0E-07 8.5E-10 2.0E-08 1.1E-08 9.5E-09 2.9E-09 4.4E-08 270 UCART1 483388.21 3718027.27 483388.21, 3718027.273.88365 0.000715899 2.5E-07 7.5E-07 4.3E-07 3.9E-07 1.8E-07 7.5E-10 1.8E-08 9.4E-09 8.5E-09 2.6E-09 3.9E-08 271 UCART1 483438.21 3718027.27 483438.21, 3718027.273.54916 0.00065424 2.3E-07 6.8E-07 4.0E-07 3.6E-07 1.6E-07 6.9E-10 1.7E-08 8.6E-09 7.8E-09 2.3E-09 3.6E-08 272 UCART1 483488.21 3718027.27 483488.21, 3718027.273.30228 0.000608731 2.1E-07 6.4E-07 3.7E-07 3.3E-07 1.5E-07 6.4E-10 1.5E-08 8.0E-09 7.2E-09 2.2E-09 3.3E-08 273 UCART1 483538.21 3718027.27 483538.21, 3718027.273.10854 0.000573018 2.0E-07 6.0E-07 3.5E-07 3.1E-07 1.4E-07 6.0E-10 1.5E-08 7.5E-09 6.8E-09 2.1E-09 3.1E-08 274 UCART1 483588.21 3718027.27 483588.21, 3718027.272.91191 0.000536772 1.9E-07 5.6E-07 3.2E-07 2.9E-07 1.3E-07 5.6E-10 1.4E-08 7.0E-09 6.4E-09 1.9E-09 2.9E-08 275 UCART1 483638.21 3718027.27 483638.21, 3718027.272.72114 0.000501606 1.7E-07 5.2E-07 3.0E-07 2.8E-07 1.3E-07 5.3E-10 1.3E-08 6.6E-09 5.9E-09 1.8E-09 2.8E-08 276 UCART1 483688.21 3718027.27 483688.21, 3718027.272.49558 0.000460027 1.6E-07 4.8E-07 2.8E-07 2.5E-07 1.2E-07 4.8E-10 1.2E-08 6.0E-09 5.5E-09 1.7E-09 2.5E-08 277 UCART1483738.21 3718027.27 483738.21, 3718027.272.26437 0.000417406 1.4E-07 4.4E-07 2.5E-07 2.3E-07 1.0E-07 4.4E-10 1.1E-08 5.5E-09 4.9E-09 1.5E-09 2.3E-08 278 UCART1483788.21 3718027.27 483788.21, 3718027.272.08243 0.000383868 1.3E-07 4.0E-07 2.3E-07 2.1E-07 9.6E-08 4.0E-10 9.7E-09 5.0E-09 4.5E-09 1.4E-09 2.1E-08 279 UCART1483217.95 3717535.43 483217.95, 3717535.43170.72655 0.031471158 1.1E-05 3.3E-05 1.9E-05 1.7E-05 7.9E-06 3.3E-08 8.0E-07 4.1E-07 3.7E-07 1.1E-07 1.7E-06 280 UCART1483253.34 3717548.13 483253.34, 3717548.13180.97378 0.033360098 1.2E-05 3.5E-05 2.0E-05 1.8E-05 8.3E-06 3.5E-08 8.5E-07 4.4E-07 4.0E-07 1.2E-07 1.8E-06 281 UCART1483282.7 3717560.83 483282.7, 3717560.83129.27429 0.023829988 8.2E-06 2.5E-05 1.4E-05 1.3E-05 6.0E-06 2.5E-08 6.0E-07 3.1E-07 2.8E-07 8.6E-08 1.3E-06 Residential DOSEair = (Cair*(BR/BW)*A*EF*10-6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor1 CPF 0.1 Cancer Potency Factor for Benzene4 EF 0.96 Exposure frequency (350/year)2 AT 70 Averaging Time5 10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion3
Age BR/BW ASF FAH ED (Ops)
3rd 361 10 0.85 0.25
0<2 1090 10 0.85 2
2<9 631 3 0.72 7
9<16 572 3 0.72 7
16<30 261 1 0.73 13.75
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for Benzene, OEHHA 2015, Table 7.1, page 7-4 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 1.8E-06 Rec#: 280
Location: 483253.34, 3717548.13
Construction and Operational Risk Combined
Concentration [ug/m^3] Residential Dose Risk by Age Group Discrete Receptor ID Construction Operations Construction Operations Construction Operations X Y X, Y Total Total 3rd C 0<2 O 0<2 2<9 9<16 16<30 3rd C 0<2 O 0<2 2<9 9<16 16<30 Total Risk 1 UCART1 482838.21 3717227.27 482838.21, 3717227.270.000773258 1.91168E-05 2.7E-07 8.1E-07 2.0E-08 1.2E-08 1.0E-08 4.8E-09 8.9E-09 8.1E-08 3.3E-09 2.7E-09 2.5E-09 7.5E-10 9.9E-08 2 UCART1 482888.21 3717227.27 482888.21, 3717227.270.00087258 2.11306E-05 3.0E-07 9.1E-07 2.2E-08 1.3E-08 1.2E-08 5.3E-09 1.0E-08 9.1E-08 3.7E-09 3.0E-09 2.8E-09 8.3E-10 1.1E-07 3 UCART1 482988.21 3717227.27 482988.21, 3717227.270.001108467 2.59278E-05 3.8E-07 1.2E-06 2.7E-08 1.6E-08 1.4E-08 6.5E-09 1.3E-08 1.2E-07 4.5E-09 3.7E-09 3.4E-09 1.0E-09 1.4E-07 4 UCART1 483038.21 3717227.27 483038.21, 3717227.270.001237095 2.85758E-05 4.3E-07 1.3E-06 3.0E-08 1.7E-08 1.6E-08 7.2E-09 1.4E-08 1.3E-07 5.0E-09 4.1E-09 3.7E-09 1.1E-09 1.6E-07 5 UCART1 483088.21 3717227.27 483088.21, 3717227.270.001360133 3.11016E-05 4.7E-07 1.4E-06 3.3E-08 1.9E-08 1.7E-08 7.8E-09 1.6E-08 1.4E-07 5.4E-09 4.5E-09 4.1E-09 1.2E-09 1.7E-07 6 UCART1 483138.21 3717227.27 483138.21, 3717227.270.001453235 3.30263E-05 5.0E-07 1.5E-06 3.5E-08 2.0E-08 1.8E-08 8.3E-09 1.7E-08 1.5E-07 5.8E-09 4.7E-09 4.3E-09 1.3E-09 1.9E-07 7 UCART1 483188.21 3717227.27 483188.21, 3717227.270.001494399 3.42876E-05 5.2E-07 1.6E-06 3.6E-08 2.1E-08 1.9E-08 8.6E-09 1.7E-08 1.6E-07 6.0E-09 4.9E-09 4.5E-09 1.4E-09 1.9E-07 8 UCART1 483238.21 3717227.27 483238.21, 3717227.270.001538719 3.68458E-05 5.3E-07 1.6E-06 3.9E-08 2.2E-08 2.0E-08 9.2E-09 1.8E-08 1.6E-07 6.4E-09 5.3E-09 4.8E-09 1.5E-09 2.0E-07 9 UCART1 483288.21 3717227.27 483288.21, 3717227.270.001526188 3.58255E-05 5.3E-07 1.6E-06 3.7E-08 2.2E-08 2.0E-08 9.0E-09 1.8E-08 1.6E-07 6.3E-09 5.2E-09 4.7E-09 1.4E-09 1.9E-07 10 UCART1 483338.21 3717227.27 483338.21, 3717227.270.001485162 3.67475E-05 5.1E-07 1.6E-06 3.8E-08 2.2E-08 2.0E-08 9.2E-09 1.7E-08 1.6E-07 6.4E-09 5.3E-09 4.8E-09 1.5E-09 1.9E-07 11 UCART1 483388.21 3717227.27 483388.21, 3717227.270.00140604 3.39019E-05 4.9E-07 1.5E-06 3.5E-08 2.1E-08 1.9E-08 8.5E-09 1.6E-08 1.5E-07 5.9E-09 4.9E-09 4.4E-09 1.3E-09 1.8E-07 12 UCART1 483438.21 3717227.27 483438.21, 3717227.270.001317404 2.81784E-05 4.6E-07 1.4E-06 2.9E-08 1.7E-08 1.5E-08 7.1E-09 1.5E-08 1.4E-07 4.9E-09 4.1E-09 3.7E-09 1.1E-09 1.7E-07 13 UCART1 483488.21 3717227.27 483488.21, 3717227.270.001207669 2.54981E-05 4.2E-07 1.3E-06 2.7E-08 1.5E-08 1.4E-08 6.4E-09 1.4E-08 1.3E-07 4.4E-09 3.7E-09 3.3E-09 1.0E-09 1.5E-07 14 UCART1 483788.21 3717227.27 483788.21, 3717227.270.000611058 1.4029E-05 2.1E-07 6.4E-07 1.5E-08 8.5E-09 7.7E-09 3.5E-09 7.1E-09 6.4E-08 2.4E-09 2.0E-09 1.8E-09 5.5E-10 7.8E-08 15 UCART1 482838.21 3717277.27 482838.21, 3717277.270.000871453 2.15344E-05 3.0E-07 9.1E-07 2.3E-08 1.3E-08 1.2E-08 5.4E-09 1.0E-08 9.1E-08 3.8E-09 3.1E-09 2.8E-09 8.5E-10 1.1E-07 16 UCART1 482888.21 3717277.27 482888.21, 3717277.270.001002245 2.40802E-05 3.5E-07 1.0E-06 2.5E-08 1.5E-08 1.3E-08 6.0E-09 1.2E-08 1.0E-07 4.2E-09 3.5E-09 3.1E-09 9.5E-10 1.3E-07 17 UCART1 482988.21 3717277.27 482988.21, 3717277.270.001332449 3.05509E-05 4.6E-07 1.4E-06 3.2E-08 1.8E-08 1.7E-08 7.6E-09 1.5E-08 1.4E-07 5.3E-09 4.4E-09 4.0E-09 1.2E-09 1.7E-07 18 UCART1 483038.21 3717277.27 483038.21, 3717277.270.001524783 3.44115E-05 5.3E-07 1.6E-06 3.6E-08 2.1E-08 1.9E-08 8.6E-09 1.8E-08 1.6E-07 6.0E-09 4.9E-09 4.5E-09 1.4E-09 1.9E-07 19 UCART1 483088.21 3717277.27 483088.21, 3717277.270.001715314 3.79552E-05 5.9E-07 1.8E-06 4.0E-08 2.3E-08 2.1E-08 9.5E-09 2.0E-08 1.8E-07 6.6E-09 5.5E-09 4.9E-09 1.5E-09 2.2E-07 20 UCART1 483138.21 3717277.27 483138.21, 3717277.270.001882807 4.10567E-05 6.5E-07 2.0E-06 4.3E-08 2.5E-08 2.3E-08 1.0E-08 2.2E-08 2.0E-07 7.2E-09 5.9E-09 5.4E-09 1.6E-09 2.4E-07 21 UCART1 483188.21 3717277.27 483188.21, 3717277.270.002001022 4.29157E-05 6.9E-07 2.1E-06 4.5E-08 2.6E-08 2.4E-08 1.1E-08 2.3E-08 2.1E-07 7.5E-09 6.2E-09 5.6E-09 1.7E-09 2.5E-07 22 UCART1 483238.21 3717277.27 483238.21, 3717277.270.002044622 4.33348E-05 7.1E-07 2.1E-06 4.5E-08 2.6E-08 2.4E-08 1.1E-08 2.4E-08 2.1E-07 7.6E-09 6.2E-09 5.6E-09 1.7E-09 2.6E-07 23 UCART1 483288.21 3717277.27 483288.21, 3717277.270.002000576 4.22052E-05 6.9E-07 2.1E-06 4.4E-08 2.6E-08 2.3E-08 1.1E-08 2.3E-08 2.1E-07 7.4E-09 6.1E-09 5.5E-09 1.7E-09 2.5E-07 24 UCART1 483338.21 3717277.27 483338.21, 3717277.270.001896658 4.04196E-05 6.6E-07 2.0E-06 4.2E-08 2.4E-08 2.2E-08 1.0E-08 2.2E-08 2.0E-07 7.1E-09 5.8E-09 5.3E-09 1.6E-09 2.4E-07 25 UCART1 483388.21 3717277.27 483388.21, 3717277.270.001780431 3.69257E-05 6.2E-07 1.9E-06 3.9E-08 2.2E-08 2.0E-08 9.2E-09 2.1E-08 1.9E-07 6.4E-09 5.3E-09 4.8E-09 1.5E-09 2.3E-07 26 UCART1 483438.21 3717277.27 483438.21, 3717277.270.001621554 3.34558E-05 5.6E-07 1.7E-06 3.5E-08 2.0E-08 1.8E-08 8.4E-09 1.9E-08 1.7E-07 5.8E-09 4.8E-09 4.4E-09 1.3E-09 2.0E-07 27 UCART1 483488.21 3717277.27 483488.21, 3717277.270.001441891 2.98246E-05 5.0E-07 1.5E-06 3.1E-08 1.8E-08 1.6E-08 7.5E-09 1.7E-08 1.5E-07 5.2E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-07 28 UCART1 483788.21 3717277.27 483788.21, 3717277.270.00064943 1.4945E-05 2.2E-07 6.8E-07 1.6E-08 9.0E-09 8.2E-09 3.7E-09 7.5E-09 6.8E-08 2.6E-09 2.1E-09 1.9E-09 5.9E-10 8.3E-08 29 UCART1 482838.21 3717327.27 482838.21, 3717327.270.000980919 2.40834E-05 3.4E-07 1.0E-06 2.5E-08 1.5E-08 1.3E-08 6.0E-09 1.1E-08 1.0E-07 4.2E-09 3.5E-09 3.1E-09 9.5E-10 1.3E-07 30 UCART1 482888.21 3717327.27 482888.21, 3717327.270.001155038 2.74965E-05 4.0E-07 1.2E-06 2.9E-08 1.7E-08 1.5E-08 6.9E-09 1.3E-08 1.2E-07 4.8E-09 4.0E-09 3.6E-09 1.1E-09 1.5E-07 31 UCART1 483038.21 3717327.27 483038.21, 3717327.270.001921351 4.20355E-05 6.7E-07 2.0E-06 4.4E-08 2.5E-08 2.3E-08 1.1E-08 2.2E-08 2.0E-07 7.3E-09 6.0E-09 5.5E-09 1.7E-09 2.4E-07 32 UCART1 483088.21 3717327.27 483088.21, 3717327.270.002232981 4.76208E-05 7.7E-07 2.3E-06 5.0E-08 2.9E-08 2.6E-08 1.2E-08 2.6E-08 2.3E-07 8.3E-09 6.8E-09 6.2E-09 1.9E-09 2.8E-07 33 UCART1 483138.21 3717327.27 483138.21, 3717327.270.002520717 5.25262E-05 8.7E-07 2.6E-06 5.5E-08 3.2E-08 2.9E-08 1.3E-08 2.9E-08 2.6E-07 9.2E-09 7.6E-09 6.8E-09 2.1E-09 3.2E-07 34 UCART1 483188.21 3717327.27 483188.21, 3717327.270.002729419 5.57248E-05 9.4E-07 2.9E-06 5.8E-08 3.4E-08 3.1E-08 1.4E-08 3.2E-08 2.9E-07 9.7E-09 8.0E-09 7.3E-09 2.2E-09 3.4E-07 35 UCART1 483238.21 3717327.27 483238.21, 3717327.270.002811613 5.64379E-05 9.7E-07 2.9E-06 5.9E-08 3.4E-08 3.1E-08 1.4E-08 3.3E-08 2.9E-07 9.8E-09 8.1E-09 7.4E-09 2.2E-09 3.5E-07 36 UCART1 483288.21 3717327.27 483288.21, 3717327.270.002749309 5.46116E-05 9.5E-07 2.9E-06 5.7E-08 3.3E-08 3.0E-08 1.4E-08 3.2E-08 2.9E-07 9.5E-09 7.9E-09 7.1E-09 2.2E-09 3.5E-07 37 UCART1 483338.21 3717327.27 483338.21, 3717327.270.002563697 5.07142E-05 8.9E-07 2.7E-06 5.3E-08 3.1E-08 2.8E-08 1.3E-08 3.0E-08 2.7E-07 8.9E-09 7.3E-09 6.6E-09 2.0E-09 3.2E-07 38 UCART1 483388.21 3717327.27 483388.21, 3717327.270.002306175 4.55932E-05 8.0E-07 2.4E-06 4.8E-08 2.8E-08 2.5E-08 1.1E-08 2.7E-08 2.4E-07 8.0E-09 6.6E-09 5.9E-09 1.8E-09 2.9E-07 39 UCART1 483438.21 3717327.27 483438.21, 3717327.270.002016642 4.0107E-05 7.0E-07 2.1E-06 4.2E-08 2.4E-08 2.2E-08 1.0E-08 2.3E-08 2.1E-07 7.0E-09 5.8E-09 5.2E-09 1.6E-09 2.5E-07 40 UCART1 483488.21 3717327.27 483488.21, 3717327.270.00173058 3.48235E-05 6.0E-07 1.8E-06 3.6E-08 2.1E-08 1.9E-08 8.7E-09 2.0E-08 1.8E-07 6.1E-09 5.0E-09 4.5E-09 1.4E-09 2.2E-07 41 UCART1 483538.21 3717327.27 483538.21, 3717327.270.001471477 3.02427E-05 5.1E-07 1.5E-06 3.2E-08 1.8E-08 1.7E-08 7.6E-09 1.7E-08 1.5E-07 5.3E-09 4.3E-09 3.9E-09 1.2E-09 1.9E-07 42 UCART1 483738.21 3717327.27 483738.21, 3717327.270.000786002 1.79684E-05 2.7E-07 8.2E-07 1.9E-08 1.1E-08 9.9E-09 4.5E-09 9.1E-09 8.2E-08 3.1E-09 2.6E-09 2.3E-09 7.1E-10 1.0E-07 43 UCART1 483788.21 3717327.27 483788.21, 3717327.270.000684874 1.6034E-05 2.4E-07 7.2E-07 1.7E-08 9.7E-09 8.8E-09 4.0E-09 7.9E-09 7.2E-08 2.8E-09 2.3E-09 2.1E-09 6.3E-10 8.7E-08 44 UCART1 482838.21 3717377.27 482838.21, 3717377.270.001100439 2.68326E-05 3.8E-07 1.2E-06 2.8E-08 1.6E-08 1.5E-08 6.7E-09 1.3E-08 1.2E-07 4.7E-09 3.9E-09 3.5E-09 1.1E-09 1.4E-07 45 UCART1 482888.21 3717377.27 482888.21, 3717377.270.001330869 3.14137E-05 4.6E-07 1.4E-06 3.3E-08 1.9E-08 1.7E-08 7.9E-09 1.5E-08 1.4E-07 5.5E-09 4.5E-09 4.1E-09 1.2E-09 1.7E-07 46 UCART1 483038.21 3717377.27 483038.21, 3717377.270.002476709 5.20383E-05 8.6E-07 2.6E-06 5.4E-08 3.1E-08 2.9E-08 1.3E-08 2.9E-08 2.6E-07 9.1E-09 7.5E-09 6.8E-09 2.1E-09 3.1E-07 47 UCART1 483088.21 3717377.27 483088.21, 3717377.270.003014938 6.12109E-05 1.0E-06 3.2E-06 6.4E-08 3.7E-08 3.4E-08 1.5E-08 3.5E-08 3.2E-07 1.1E-08 8.8E-09 8.0E-09 2.4E-09 3.8E-07 48 UCART1 483138.21 3717377.27 483138.21, 3717377.270.003549606 6.99128E-05 1.2E-06 3.7E-06 7.3E-08 4.2E-08 3.8E-08 1.7E-08 4.1E-08 3.7E-07 1.2E-08 1.0E-08 9.1E-09 2.8E-09 4.5E-07 49 UCART1 483188.21 3717377.27 483188.21, 3717377.270.003953844 7.59597E-05 1.4E-06 4.1E-06 7.9E-08 4.6E-08 4.2E-08 1.9E-08 4.6E-08 4.1E-07 1.3E-08 1.1E-08 9.9E-09 3.0E-09 5.0E-07 50 UCART1 483238.21 3717377.27 483238.21, 3717377.270.00410006 7.71821E-05 1.4E-06 4.3E-06 8.1E-08 4.7E-08 4.2E-08 1.9E-08 4.7E-08 4.3E-07 1.3E-08 1.1E-08 1.0E-08 3.0E-09 5.1E-07 51 UCART1 483288.21 3717377.27 483288.21, 3717377.270.003943846 7.34116E-05 1.4E-06 4.1E-06 7.7E-08 4.4E-08 4.0E-08 1.8E-08 4.6E-08 4.1E-07 1.3E-08 1.1E-08 9.6E-09 2.9E-09 4.9E-07 52 UCART1 483338.21 3717377.27 483338.21, 3717377.270.003550079 6.60633E-05 1.2E-06 3.7E-06 6.9E-08 4.0E-08 3.6E-08 1.7E-08 4.1E-08 3.7E-07 1.2E-08 9.5E-09 8.6E-09 2.6E-09 4.4E-07 53 UCART1 483388.21 3717377.27 483388.21, 3717377.270.003043914 5.72175E-05 1.1E-06 3.2E-06 6.0E-08 3.5E-08 3.1E-08 1.4E-08 3.5E-08 3.2E-07 1.0E-08 8.2E-09 7.5E-09 2.3E-09 3.8E-07 54 UCART1 483438.21 3717377.27 483438.21, 3717377.270.002533194 4.84716E-05 8.8E-07 2.6E-06 5.1E-08 2.9E-08 2.7E-08 1.2E-08 2.9E-08 2.7E-07 8.5E-09 7.0E-09 6.3E-09 1.9E-09 3.2E-07 55 UCART1 483488.21 3717377.27 483488.21, 3717377.270.002078244 4.0885E-05 7.2E-07 2.2E-06 4.3E-08 2.5E-08 2.2E-08 1.0E-08 2.4E-08 2.2E-07 7.1E-09 5.9E-09 5.3E-09 1.6E-09 2.6E-07 56 UCART1 483538.21 3717377.27 483538.21, 3717377.270.001701559 3.47266E-05 5.9E-07 1.8E-06 3.6E-08 2.1E-08 1.9E-08 8.7E-09 2.0E-08 1.8E-07 6.1E-09 5.0E-09 4.5E-09 1.4E-09 2.1E-07 57 UCART1 483588.21 3717377.27 483588.21, 3717377.270.001400121 2.96151E-05 4.8E-07 1.5E-06 3.1E-08 1.8E-08 1.6E-08 7.4E-09 1.6E-08 1.5E-07 5.2E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-07 58 UCART1 483738.21 3717377.27 483738.21, 3717377.270.000831638 1.92781E-05 2.9E-07 8.7E-07 2.0E-08 1.2E-08 1.1E-08 4.8E-09 9.6E-09 8.7E-08 3.4E-09 2.8E-09 2.5E-09 7.6E-10 1.1E-07 59 UCART1 483788.21 3717377.27 483788.21, 3717377.270.000716984 1.708E-05 2.5E-07 7.5E-07 1.8E-08 1.0E-08 9.4E-09 4.3E-09 8.3E-09 7.5E-08 3.0E-09 2.5E-09 2.2E-09 6.7E-10 9.2E-08 60 UCART1 482838.21 3717427.27 482838.21, 3717427.270.001223836 2.96457E-05 4.2E-07 1.3E-06 3.1E-08 1.8E-08 1.6E-08 7.4E-09 1.4E-08 1.3E-07 5.2E-09 4.3E-09 3.9E-09 1.2E-09 1.6E-07 61 UCART1 482888.21 3717427.27 482888.21, 3717427.270.001523652 3.55279E-05 5.3E-07 1.6E-06 3.7E-08 2.1E-08 1.9E-08 8.9E-09 1.8E-08 1.6E-07 6.2E-09 5.1E-09 4.6E-09 1.4E-09 1.9E-07 62 UCART1 482988.21 3717427.27 482988.21, 3717427.270.002499384 5.30493E-05 8.7E-07 2.6E-06 5.5E-08 3.2E-08 2.9E-08 1.3E-08 2.9E-08 2.6E-07 9.3E-09 7.6E-09 6.9E-09 2.1E-09 3.2E-07 63 UCART1 483038.21 3717427.27 483038.21, 3717427.270.003267275 6.59691E-05 1.1E-06 3.4E-06 6.9E-08 4.0E-08 3.6E-08 1.7E-08 3.8E-08 3.4E-07 1.2E-08 9.5E-09 8.6E-09 2.6E-09 4.1E-07 64 UCART1 483088.21 3717427.27 483088.21, 3717427.270.004250811 8.18304E-05 1.5E-06 4.4E-06 8.6E-08 5.0E-08 4.5E-08 2.0E-08 4.9E-08 4.5E-07 1.4E-08 1.2E-08 1.1E-08 3.2E-09 5.3E-07 65 UCART1 483138.21 3717427.27 483138.21, 3717427.270.005343006 9.84518E-05 1.8E-06 5.6E-06 1.0E-07 6.0E-08 5.4E-08 2.5E-08 6.2E-08 5.6E-07 1.7E-08 1.4E-08 1.3E-08 3.9E-09 6.7E-07 66 UCART1 483188.21 3717427.27 483188.21, 3717427.270.006237279 0.000111132 2.2E-06 6.5E-06 1.2E-07 6.7E-08 6.1E-08 2.8E-08 7.2E-08 6.5E-07 1.9E-08 1.6E-08 1.4E-08 4.4E-09 7.8E-07 67 UCART1 483238.21 3717427.27 483238.21, 3717427.270.006528987 0.000113767 2.3E-06 6.8E-06 1.2E-07 6.9E-08 6.2E-08 2.8E-08 7.5E-08 6.8E-07 2.0E-08 1.6E-08 1.5E-08 4.5E-09 8.1E-07 68 UCART1 483288.21 3717427.27 483288.21, 3717427.270.006073049 0.000104962 2.1E-06 6.3E-06 1.1E-07 6.4E-08 5.8E-08 2.6E-08 7.0E-08 6.4E-07 1.8E-08 1.5E-08 1.4E-08 4.1E-09 7.6E-07 69 UCART1 483338.21 3717427.27 483338.21, 3717427.270.005134386 8.91963E-05 1.8E-06 5.4E-06 9.3E-08 5.4E-08 4.9E-08 2.2E-08 5.9E-08 5.4E-07 1.6E-08 1.3E-08 1.2E-08 3.5E-09 6.4E-07 70 UCART1 483388.21 3717427.27 483388.21, 3717427.270.004097076 7.30989E-05 1.4E-06 4.3E-06 7.6E-08 4.4E-08 4.0E-08 1.8E-08 4.7E-08 4.3E-07 1.3E-08 1.1E-08 9.5E-09 2.9E-09 5.1E-07 71 UCART1 483438.21 3717427.27 483438.21, 3717427.270.003189655 5.91853E-05 1.1E-06 3.3E-06 6.2E-08 3.6E-08 3.2E-08 1.5E-08 3.7E-08 3.3E-07 1.0E-08 8.5E-09 7.7E-09 2.3E-09 4.0E-07 72 UCART1 483488.21 3717427.27 483488.21, 3717427.270.002477223 4.81486E-05 8.6E-07 2.6E-06 5.0E-08 2.9E-08 2.6E-08 1.2E-08 2.9E-08 2.6E-07 8.4E-09 6.9E-09 6.3E-09 1.9E-09 3.1E-07 73 UCART1 483538.21 3717427.27 483538.21, 3717427.270.001943552 3.95706E-05 6.7E-07 2.0E-06 4.1E-08 2.4E-08 2.2E-08 9.9E-09 2.2E-08 2.0E-07 6.9E-09 5.7E-09 5.2E-09 1.6E-09 2.5E-07 74 UCART1 483588.21 3717427.27 483588.21, 3717427.270.001549238 3.29853E-05 5.4E-07 1.6E-06 3.4E-08 2.0E-08 1.8E-08 8.3E-09 1.8E-08 1.6E-07 5.8E-09 4.7E-09 4.3E-09 1.3E-09 2.0E-07 75 UCART1 483738.21 3717427.27 483738.21, 3717427.270.000872727 2.06396E-05 3.0E-07 9.1E-07 2.2E-08 1.2E-08 1.1E-08 5.2E-09 1.0E-08 9.1E-08 3.6E-09 3.0E-09 2.7E-09 8.1E-10 1.1E-07 76 UCART1 483788.21 3717427.27 483788.21, 3717427.270.000745086 1.80607E-05 2.6E-07 7.8E-07 1.9E-08 1.1E-08 9.9E-09 4.5E-09 8.6E-09 7.8E-08 3.2E-09 2.6E-09 2.4E-09 7.1E-10 9.5E-08 77 UCART1 482838.21 3717477.27 482838.21, 3717477.270.001346106 3.22115E-05 4.7E-07 1.4E-06 3.4E-08 1.9E-08 1.8E-08 8.1E-09 1.6E-08 1.4E-07 5.6E-09 4.6E-09 4.2E-09 1.3E-09 1.7E-07 78 UCART1 482988.21 3717477.27 482988.21, 3717477.270.003098383 6.34895E-05 1.1E-06 3.2E-06 6.6E-08 3.8E-08 3.5E-08 1.6E-08 3.6E-08 3.2E-07 1.1E-08 9.1E-09 8.3E-09 2.5E-09 3.9E-07 79 UCART1 483038.21 3717477.27 483038.21, 3717477.270.004363878 8.41218E-05 1.5E-06 4.6E-06 8.8E-08 5.1E-08 4.6E-08 2.1E-08 5.0E-08 4.6E-07 1.5E-08 1.2E-08 1.1E-08 3.3E-09 5.5E-07 80 UCART1 483088.21 3717477.27 483088.21, 3717477.270.00626242 0.000113495 2.2E-06 6.5E-06 1.2E-07 6.9E-08 6.2E-08 2.8E-08 7.2E-08 6.6E-07 2.0E-08 1.6E-08 1.5E-08 4.5E-09 7.8E-07 81 UCART1 483138.21 3717477.27 483138.21, 3717477.270.008800961 0.000149934 3.0E-06 9.2E-06 1.6E-07 9.1E-08 8.2E-08 3.8E-08 1.0E-07 9.2E-07 2.6E-08 2.2E-08 2.0E-08 5.9E-09 1.1E-06 82 UCART1 483188.21 3717477.27 483188.21, 3717477.270.011251956 0.000183518 3.9E-06 1.2E-05 1.9E-07 1.1E-07 1.0E-07 4.6E-08 1.3E-07 1.2E-06 3.2E-08 2.6E-08 2.4E-08 7.2E-09 1.4E-06 83 UCART1 483238.21 3717477.27 483238.21, 3717477.270.01191043 0.000188534 4.1E-06 1.2E-05 2.0E-07 1.1E-07 1.0E-07 4.7E-08 1.4E-07 1.2E-06 3.3E-08 2.7E-08 2.5E-08 7.4E-09 1.5E-06 84 UCART1 483288.21 3717477.27 483288.21, 3717477.270.010290388 0.000162568 3.6E-06 1.1E-05 1.7E-07 9.8E-08 8.9E-08 4.1E-08 1.2E-07 1.1E-06 2.8E-08 2.3E-08 2.1E-08 6.4E-09 1.3E-06 85 UCART1 483338.21 3717477.27 483338.21, 3717477.270.007765004 0.000126053 2.7E-06 8.1E-06 1.3E-07 7.6E-08 6.9E-08 3.2E-08 9.0E-08 8.1E-07 2.2E-08 1.8E-08 1.6E-08 5.0E-09 9.6E-07 86 UCART1 483388.21 3717477.27 483388.21, 3717477.270.005555846 9.48778E-05 1.9E-06 5.8E-06 9.9E-08 5.7E-08 5.2E-08 2.4E-08 6.4E-08 5.8E-07 1.7E-08 1.4E-08 1.2E-08 3.7E-09 6.9E-07 87 UCART1 483438.21 3717477.27 483438.21, 3717477.270.003970119 7.20413E-05 1.4E-06 4.1E-06 7.5E-08 4.4E-08 4.0E-08 1.8E-08 4.6E-08 4.2E-07 1.3E-08 1.0E-08 9.4E-09 2.8E-09 5.0E-07 88 UCART1 483488.21 3717477.27 483488.21, 3717477.270.002899123 5.59927E-05 1.0E-06 3.0E-06 5.9E-08 3.4E-08 3.1E-08 1.4E-08 3.4E-08 3.0E-07 9.8E-09 8.0E-09 7.3E-09 2.2E-09 3.6E-07 89 UCART1 483538.21 3717477.27 483538.21, 3717477.270.002179113 4.46594E-05 7.5E-07 2.3E-06 4.7E-08 2.7E-08 2.4E-08 1.1E-08 2.5E-08 2.3E-07 7.8E-09 6.4E-09 5.8E-09 1.8E-09 2.8E-07 90 UCART1 483588.21 3717477.27 483588.21, 3717477.270.00168669 3.64259E-05 5.8E-07 1.8E-06 3.8E-08 2.2E-08 2.0E-08 9.1E-09 1.9E-08 1.8E-07 6.4E-09 5.2E-09 4.7E-09 1.4E-09 2.1E-07 91 UCART1 482838.21 3717527.27 482838.21, 3717527.270.00145174 3.437E-05 5.0E-07 1.5E-06 3.6E-08 2.1E-08 1.9E-08 8.6E-09 1.7E-08 1.5E-07 6.0E-09 4.9E-09 4.5E-09 1.4E-09 1.9E-07 92 UCART1 482888.21 3717527.27 482888.21, 3717527.270.001904484 4.30899E-05 6.6E-07 2.0E-06 4.5E-08 2.6E-08 2.4E-08 1.1E-08 2.2E-08 2.0E-07 7.5E-09 6.2E-09 5.6E-09 1.7E-09 2.4E-07 93 UCART1 482938.21 3717527.27 482938.21, 3717527.270.002608531 5.54954E-05 9.0E-07 2.7E-06 5.8E-08 3.4E-08 3.0E-08 1.4E-08 3.0E-08 2.7E-07 9.7E-09 8.0E-09 7.2E-09 2.2E-09 3.3E-07 94 UCART1 483138.21 3717527.27 483138.21, 3717527.270.016370251 0.000254251 5.7E-06 1.7E-05 2.7E-07 1.5E-07 1.4E-07 6.4E-08 1.9E-07 1.7E-06 4.4E-08 3.7E-08 3.3E-08 1.0E-08 2.0E-06 95 UCART1 483188.21 3717527.27 483188.21, 3717527.270.02598869 0.000374455 9.0E-06 2.7E-05 3.9E-07 2.3E-07 2.1E-07 9.4E-08 3.0E-07 2.7E-06 6.5E-08 5.4E-08 4.9E-08 1.5E-08 3.2E-06 96 UCART1 483238.21 3717527.27 483238.21, 3717527.270.02775099 0.000387351 9.6E-06 2.9E-05 4.0E-07 2.3E-07 2.1E-07 9.7E-08 3.2E-07 2.9E-06 6.8E-08 5.6E-08 5.0E-08 1.5E-08 3.4E-06 97 UCART1 483288.21 3717527.27 483288.21, 3717527.270.019795222 0.000280198 6.9E-06 2.1E-05 2.9E-07 1.7E-07 1.5E-07 7.0E-08 2.3E-07 2.1E-06 4.9E-08 4.0E-08 3.7E-08 1.1E-08 2.4E-06 98 UCART1 483338.21 3717527.27 483338.21, 3717527.270.01208883 0.00018104 4.2E-06 1.3E-05 1.9E-07 1.1E-07 9.9E-08 4.5E-08 1.4E-07 1.3E-06 3.2E-08 2.6E-08 2.4E-08 7.1E-09 1.5E-06 99 UCART1 483388.21 3717527.27 483388.21, 3717527.270.007417697 0.000121149 2.6E-06 7.8E-06 1.3E-07 7.3E-08 6.6E-08 3.0E-08 8.6E-08 7.8E-07 2.1E-08 1.7E-08 1.6E-08 4.8E-09 9.2E-07 100 UCART1 483438.21 3717527.27 483438.21, 3717527.270.004703556 8.53753E-05 1.6E-06 4.9E-06 8.9E-08 5.2E-08 4.7E-08 2.1E-08 5.4E-08 4.9E-07 1.5E-08 1.2E-08 1.1E-08 3.4E-09 5.9E-07 101 UCART1 483488.21 3717527.27 483488.21, 3717527.270.003264747 6.38391E-05 1.1E-06 3.4E-06 6.7E-08 3.9E-08 3.5E-08 1.6E-08 3.8E-08 3.4E-07 1.1E-08 9.2E-09 8.3E-09 2.5E-09 4.1E-07 102 UCART1 483538.21 3717527.27 483538.21, 3717527.270.002386705 4.97299E-05 8.3E-07 2.5E-06 5.2E-08 3.0E-08 2.7E-08 1.2E-08 2.8E-08 2.5E-07 8.7E-09 7.1E-09 6.5E-09 2.0E-09 3.0E-07 103 UCART1 483588.21 3717527.27 483588.21, 3717527.270.001804016 3.99771E-05 6.2E-07 1.9E-06 4.2E-08 2.4E-08 2.2E-08 1.0E-08 2.1E-08 1.9E-07 7.0E-09 5.7E-09 5.2E-09 1.6E-09 2.3E-07 104 UCART1 483638.21 3717527.27 483638.21, 3717527.270.001412084 3.29555E-05 4.9E-07 1.5E-06 3.4E-08 2.0E-08 1.8E-08 8.2E-09 1.6E-08 1.5E-07 5.8E-09 4.7E-09 4.3E-09 1.3E-09 1.8E-07 105 UCART1 482838.21 3717577.27 482838.21, 3717577.270.00150512 3.57027E-05 5.2E-07 1.6E-06 3.7E-08 2.2E-08 2.0E-08 8.9E-09 1.7E-08 1.6E-07 6.2E-09 5.1E-09 4.7E-09 1.4E-09 1.9E-07 106 UCART1 482888.21 3717577.27 482888.21, 3717577.270.002043569 4.54977E-05 7.1E-07 2.1E-06 4.8E-08 2.8E-08 2.5E-08 1.1E-08 2.4E-08 2.1E-07 7.9E-09 6.5E-09 5.9E-09 1.8E-09 2.6E-07 107 UCART1 482938.21 3717577.27 482938.21, 3717577.270.002884043 5.98371E-05 1.0E-06 3.0E-06 6.3E-08 3.6E-08 3.3E-08 1.5E-08 3.3E-08 3.0E-07 1.0E-08 8.6E-09 7.8E-09 2.4E-09 3.6E-07 108 UCART1 482988.21 3717577.27 482988.21, 3717577.270.004359314 8.30556E-05 1.5E-06 4.6E-06 8.7E-08 5.0E-08 4.6E-08 2.1E-08 5.0E-08 4.6E-07 1.4E-08 1.2E-08 1.1E-08 3.3E-09 5.5E-07 109 UCART1 483038.21 3717577.27 483038.21, 3717577.270.007266848 0.000125945 2.5E-06 7.6E-06 1.3E-07 7.6E-08 6.9E-08 3.2E-08 8.4E-08 7.6E-07 2.2E-08 1.8E-08 1.6E-08 5.0E-09 9.1E-07 110 UCART1 483088.21 3717577.27 483088.21, 3717577.270.013951455 0.000215644 4.8E-06 1.5E-05 2.3E-07 1.3E-07 1.2E-07 5.4E-08 1.6E-07 1.5E-06 3.8E-08 3.1E-08 2.8E-08 8.5E-09 1.7E-06 111 UCART1 483136.15 3717594.45 483136.15, 3717594.450.040255828 0.000513606 1.4E-05 4.2E-05 5.4E-07 3.1E-07 2.8E-07 1.3E-07 4.7E-07 4.2E-06 9.0E-08 7.4E-08 6.7E-08 2.0E-08 4.9E-06 112 UCART1 483288.21 3717577.27 483288.21, 3717577.270.04466676 0.000531882 1.5E-05 4.7E-05 5.6E-07 3.2E-07 2.9E-07 1.3E-07 5.2E-07 4.7E-06 9.3E-08 7.6E-08 6.9E-08 2.1E-08 5.5E-06 113 UCART1 483338.21 3717577.27 483338.21, 3717577.270.018357607 0.000253385 6.4E-06 1.9E-05 2.6E-07 1.5E-07 1.4E-07 6.3E-08 2.1E-07 1.9E-06 4.4E-08 3.6E-08 3.3E-08 1.0E-08 2.3E-06 114 UCART1 483388.21 3717577.27 483388.21, 3717577.270.009405394 0.000149073 3.3E-06 9.8E-06 1.6E-07 9.0E-08 8.2E-08 3.7E-08 1.1E-07 9.8E-07 2.6E-08 2.1E-08 1.9E-08 5.9E-09 1.2E-06 115 UCART1 483438.21 3717577.27 483438.21, 3717577.270.005418168 9.8631E-05 1.9E-06 5.7E-06 1.0E-07 6.0E-08 5.4E-08 2.5E-08 6.3E-08 5.7E-07 1.7E-08 1.4E-08 1.3E-08 3.9E-09 6.8E-07 116 UCART1 483488.21 3717577.27 483488.21, 3717577.270.003504853 7.08747E-05 1.2E-06 3.7E-06 7.4E-08 4.3E-08 3.9E-08 1.8E-08 4.1E-08 3.7E-07 1.2E-08 1.0E-08 9.2E-09 2.8E-09 4.4E-07 117 UCART1 483538.21 3717577.27 483538.21, 3717577.270.002510282 5.47383E-05 8.7E-07 2.6E-06 5.7E-08 3.3E-08 3.0E-08 1.4E-08 2.9E-08 2.6E-07 9.6E-09 7.9E-09 7.1E-09 2.2E-09 3.2E-07 118 UCART1 483588.21 3717577.27 483588.21, 3717577.270.001893945 4.39012E-05 6.6E-07 2.0E-06 4.6E-08 2.7E-08 2.4E-08 1.1E-08 2.2E-08 2.0E-07 7.7E-09 6.3E-09 5.7E-09 1.7E-09 2.4E-07 119 UCART1 483638.21 3717577.27 483638.21, 3717577.270.001469861 3.61532E-05 5.1E-07 1.5E-06 3.8E-08 2.2E-08 2.0E-08 9.0E-09 1.7E-08 1.5E-07 6.3E-09 5.2E-09 4.7E-09 1.4E-09 1.9E-07 120 UCART1 482838.21 3717627.27 482838.21, 3717627.270.001541413 3.6141E-05 5.3E-07 1.6E-06 3.8E-08 2.2E-08 2.0E-08 9.0E-09 1.8E-08 1.6E-07 6.3E-09 5.2E-09 4.7E-09 1.4E-09 2.0E-07 121 UCART1 482888.21 3717627.27 482888.21, 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8.6E-08 7.1E-08 6.4E-08 1.9E-08 5.4E-06 127 UCART1 483288.21 3717627.27 483288.21, 3717627.270.091901126 0.000718451 3.2E-05 9.6E-05 7.5E-07 4.3E-07 3.9E-07 1.8E-07 1.1E-06 9.6E-06 1.3E-07 1.0E-07 9.4E-08 2.8E-08 1.1E-05 128 UCART1 483438.21 3717627.27 483438.21, 3717627.270.006057355 0.000121327 2.1E-06 6.3E-06 1.3E-07 7.3E-08 6.7E-08 3.0E-08 7.0E-08 6.3E-07 2.1E-08 1.7E-08 1.6E-08 4.8E-09 7.6E-07 129 UCART1 483488.21 3717627.27 483488.21, 3717627.270.003774774 8.25804E-05 1.3E-06 3.9E-06 8.6E-08 5.0E-08 4.5E-08 2.1E-08 4.4E-08 4.0E-07 1.4E-08 1.2E-08 1.1E-08 3.3E-09 4.8E-07 130 UCART1 483538.21 3717627.27 483538.21, 3717627.270.00259319 6.19906E-05 9.0E-07 2.7E-06 6.5E-08 3.8E-08 3.4E-08 1.6E-08 3.0E-08 2.7E-07 1.1E-08 8.9E-09 8.1E-09 2.4E-09 3.3E-07 131 UCART1 483588.21 3717627.27 483588.21, 3717627.270.00192872 4.98939E-05 6.7E-07 2.0E-06 5.2E-08 3.0E-08 2.7E-08 1.2E-08 2.2E-08 2.0E-07 8.7E-09 7.2E-09 6.5E-09 2.0E-09 2.5E-07 132 UCART1 483638.21 3717627.27 483638.21, 3717627.270.001514311 4.17008E-05 5.2E-07 1.6E-06 4.4E-08 2.5E-08 2.3E-08 1.0E-08 1.8E-08 1.6E-07 7.3E-09 6.0E-09 5.4E-09 1.6E-09 2.0E-07 133 UCART1 482838.21 3717677.27 482838.21, 3717677.270.001548085 3.56093E-05 5.4E-07 1.6E-06 3.7E-08 2.2E-08 2.0E-08 8.9E-09 1.8E-08 1.6E-07 6.2E-09 5.1E-09 4.6E-09 1.4E-09 2.0E-07 134 UCART1 482888.21 3717677.27 482888.21, 3717677.270.002113089 4.52678E-05 7.3E-07 2.2E-06 4.7E-08 2.7E-08 2.5E-08 1.1E-08 2.4E-08 2.2E-07 7.9E-09 6.5E-09 5.9E-09 1.8E-09 2.7E-07 135 UCART1 482938.21 3717677.27 482938.21, 3717677.270.003013523 5.9824E-05 1.0E-06 3.1E-06 6.3E-08 3.6E-08 3.3E-08 1.5E-08 3.5E-08 3.2E-07 1.0E-08 8.6E-09 7.8E-09 2.4E-09 3.8E-07 136 UCART1 482988.21 3717677.27 482988.21, 3717677.270.004552538 8.32214E-05 1.6E-06 4.8E-06 8.7E-08 5.0E-08 4.6E-08 2.1E-08 5.3E-08 4.8E-07 1.5E-08 1.2E-08 1.1E-08 3.3E-09 5.7E-07 137 UCART1 483038.21 3717677.27 483038.21, 3717677.270.007836966 0.000125164 2.7E-06 8.2E-06 1.3E-07 7.6E-08 6.9E-08 3.1E-08 9.1E-08 8.2E-07 2.2E-08 1.8E-08 1.6E-08 4.9E-09 9.7E-07 138 UCART1 483088.21 3717677.27 483088.21, 3717677.270.017161045 0.000213997 5.9E-06 1.8E-05 2.2E-07 1.3E-07 1.2E-07 5.4E-08 2.0E-07 1.8E-06 3.7E-08 3.1E-08 2.8E-08 8.4E-09 2.1E-06 139 UCART1 483115.53 3717668.34 483115.53, 3717668.340.032117098 0.000326299 1.1E-05 3.4E-05 3.4E-07 2.0E-07 1.8E-07 8.2E-08 3.7E-07 3.4E-06 5.7E-08 4.7E-08 4.3E-08 1.3E-08 3.9E-06 140 UCART1 483288.21 3717677.27 483288.21, 3717677.270.077416734 0.000490058 2.7E-05 8.1E-05 5.1E-07 3.0E-07 2.7E-07 1.2E-07 8.9E-07 8.1E-06 8.6E-08 7.0E-08 6.4E-08 1.9E-08 9.2E-06 141 UCART1 483338.21 3717677.27 483338.21, 3717677.270.02291417 0.000249352 7.9E-06 2.4E-05 2.6E-07 1.5E-07 1.4E-07 6.2E-08 2.6E-07 2.4E-06 4.4E-08 3.6E-08 3.2E-08 9.8E-09 2.8E-06 142 UCART1 483388.21 3717677.27 483388.21, 3717677.270.010895846 0.000156123 3.8E-06 1.1E-05 1.6E-07 9.4E-08 8.6E-08 3.9E-08 1.3E-07 1.1E-06 2.7E-08 2.2E-08 2.0E-08 6.2E-09 1.3E-06 143 UCART1 483438.21 3717677.27 483438.21, 3717677.270.006196762 0.0001194 2.1E-06 6.5E-06 1.2E-07 7.2E-08 6.5E-08 3.0E-08 7.2E-08 6.5E-07 2.1E-08 1.7E-08 1.6E-08 4.7E-09 7.8E-07 144 UCART1 483688.21 3717677.27 483688.21, 3717677.270.001217697 6.02933E-05 4.2E-07 1.3E-06 6.3E-08 3.6E-08 3.3E-08 1.5E-08 1.4E-08 1.3E-07 1.1E-08 8.7E-09 7.9E-09 2.4E-09 1.7E-07 145 UCART1 482838.21 3717727.27 482838.21, 3717727.270.001498581 3.40876E-05 5.2E-07 1.6E-06 3.6E-08 2.1E-08 1.9E-08 8.5E-09 1.7E-08 1.6E-07 5.9E-09 4.9E-09 4.4E-09 1.3E-09 1.9E-07 146 UCART1 482888.21 3717727.27 482888.21, 3717727.270.002033378 4.2783E-05 7.0E-07 2.1E-06 4.5E-08 2.6E-08 2.3E-08 1.1E-08 2.4E-08 2.1E-07 7.5E-09 6.2E-09 5.6E-09 1.7E-09 2.6E-07 147 UCART1 482938.21 3717727.27 482938.21, 3717727.270.002824301 5.53847E-05 9.8E-07 3.0E-06 5.8E-08 3.4E-08 3.0E-08 1.4E-08 3.3E-08 3.0E-07 9.7E-09 8.0E-09 7.2E-09 2.2E-09 3.6E-07 148 UCART1 482988.21 3717727.27 482988.21, 3717727.270.003954982 6.93526E-05 1.4E-06 4.1E-06 7.2E-08 4.2E-08 3.8E-08 1.7E-08 4.6E-08 4.1E-07 1.2E-08 1.0E-08 9.0E-09 2.7E-09 4.9E-07 149 UCART1 483038.21 3717727.27 483038.21, 3717727.270.006549021 0.000101481 2.3E-06 6.8E-06 1.1E-07 6.1E-08 5.6E-08 2.5E-08 7.6E-08 6.9E-07 1.8E-08 1.5E-08 1.3E-08 4.0E-09 8.1E-07 150 UCART1 483088.21 3717727.27 483088.21, 3717727.270.01273206 0.000158531 4.4E-06 1.3E-05 1.7E-07 9.6E-08 8.7E-08 4.0E-08 1.5E-07 1.3E-06 2.8E-08 2.3E-08 2.1E-08 6.3E-09 1.6E-06 151 UCART1 483138.21 3717727.27 483138.21, 3717727.270.026066275 0.000244001 9.0E-06 2.7E-05 2.6E-07 1.5E-07 1.3E-07 6.1E-08 3.0E-07 2.7E-06 4.3E-08 3.5E-08 3.2E-08 9.6E-09 3.1E-06 152 UCART1 483188.21 3717727.27 483188.21, 3717727.270.048182674 0.000339742 1.7E-05 5.0E-05 3.6E-07 2.1E-07 1.9E-07 8.5E-08 5.6E-07 5.0E-06 5.9E-08 4.9E-08 4.4E-08 1.3E-08 5.8E-06 153 UCART1 483238.21 3717727.27 483238.21, 3717727.270.053879471 0.000349593 1.9E-05 5.6E-05 3.7E-07 2.1E-07 1.9E-07 8.7E-08 6.2E-07 5.6E-06 6.1E-08 5.0E-08 4.6E-08 1.4E-08 6.4E-06 154 UCART1 483288.21 3717727.27 483288.21, 3717727.270.032134802 0.00026369 1.1E-05 3.4E-05 2.8E-07 1.6E-07 1.4E-07 6.6E-08 3.7E-07 3.4E-06 4.6E-08 3.8E-08 3.4E-08 1.0E-08 3.9E-06 155 UCART1 483338.21 3717727.27 483338.21, 3717727.270.016631708 0.000180027 5.8E-06 1.7E-05 1.9E-07 1.1E-07 9.9E-08 4.5E-08 1.9E-07 1.7E-06 3.1E-08 2.6E-08 2.3E-08 7.1E-09 2.0E-06 156 UCART1 483388.21 3717727.27 483388.21, 3717727.270.009386091 0.000125169 3.2E-06 9.8E-06 1.3E-07 7.6E-08 6.9E-08 3.1E-08 1.1E-07 9.8E-07 2.2E-08 1.8E-08 1.6E-08 4.9E-09 1.2E-06 157 UCART1 483438.21 3717727.27 483438.21, 3717727.270.005789721 9.25376E-05 2.0E-06 6.1E-06 9.7E-08 5.6E-08 5.1E-08 2.3E-08 6.7E-08 6.1E-07 1.6E-08 1.3E-08 1.2E-08 3.7E-09 7.2E-07 158 UCART1 483538.21 3717727.27 483538.21, 3717727.270.00270575 6.25726E-05 9.4E-07 2.8E-06 6.5E-08 3.8E-08 3.4E-08 1.6E-08 3.1E-08 2.8E-07 1.1E-08 9.0E-09 8.2E-09 2.5E-09 3.5E-07 159 UCART1 483588.21 3717727.27 483588.21, 3717727.270.001985687 5.55025E-05 6.9E-07 2.1E-06 5.8E-08 3.4E-08 3.0E-08 1.4E-08 2.3E-08 2.1E-07 9.7E-09 8.0E-09 7.2E-09 2.2E-09 2.6E-07 160 UCART1 483638.21 3717727.27 483638.21, 3717727.270.001529478 4.90785E-05 5.3E-07 1.6E-06 5.1E-08 3.0E-08 2.7E-08 1.2E-08 1.8E-08 1.6E-07 8.6E-09 7.1E-09 6.4E-09 1.9E-09 2.0E-07 161 UCART1 483688.21 3717727.27 483688.21, 3717727.270.00122003 4.17783E-05 4.2E-07 1.3E-06 4.4E-08 2.5E-08 2.3E-08 1.0E-08 1.4E-08 1.3E-07 7.3E-09 6.0E-09 5.4E-09 1.6E-09 1.6E-07 162 UCART1 482838.21 3717777.27 482838.21, 3717777.270.001387943 3.0228E-05 4.8E-07 1.5E-06 3.2E-08 1.8E-08 1.7E-08 7.6E-09 1.6E-08 1.5E-07 5.3E-09 4.3E-09 3.9E-09 1.2E-09 1.8E-07 163 UCART1 482888.21 3717777.27 482888.21, 3717777.270.001862326 3.92559E-05 6.4E-07 1.9E-06 4.1E-08 2.4E-08 2.2E-08 9.8E-09 2.2E-08 1.9E-07 6.9E-09 5.6E-09 5.1E-09 1.5E-09 2.4E-07 164 UCART1 482938.21 3717777.27 482938.21, 3717777.270.00246795 4.75347E-05 8.5E-07 2.6E-06 5.0E-08 2.9E-08 2.6E-08 1.2E-08 2.9E-08 2.6E-07 8.3E-09 6.8E-09 6.2E-09 1.9E-09 3.1E-07 165 UCART1 482988.21 3717777.27 482988.21, 3717777.270.003504673 6.2065E-05 1.2E-06 3.7E-06 6.5E-08 3.8E-08 3.4E-08 1.6E-08 4.1E-08 3.7E-07 1.1E-08 8.9E-09 8.1E-09 2.5E-09 4.4E-07 166 UCART1 483038.21 3717777.27 483038.21, 3717777.270.005357247 8.44987E-05 1.9E-06 5.6E-06 8.8E-08 5.1E-08 4.6E-08 2.1E-08 6.2E-08 5.6E-07 1.5E-08 1.2E-08 1.1E-08 3.3E-09 6.6E-07 167 UCART1 483088.21 3717777.27 483088.21, 3717777.270.008487783 0.00011269 2.9E-06 8.9E-06 1.2E-07 6.8E-08 6.2E-08 2.8E-08 9.8E-08 8.9E-07 2.0E-08 1.6E-08 1.5E-08 4.4E-09 1.0E-06 168 UCART1 483138.21 3717777.27 483138.21, 3717777.270.012837891 0.000146468 4.4E-06 1.3E-05 1.5E-07 8.9E-08 8.0E-08 3.7E-08 1.5E-07 1.3E-06 2.6E-08 2.1E-08 1.9E-08 5.8E-09 1.6E-06 169 UCART1 483188.21 3717777.27 483188.21, 3717777.270.017202063 0.000173422 6.0E-06 1.8E-05 1.8E-07 1.0E-07 9.5E-08 4.3E-08 2.0E-07 1.8E-06 3.0E-08 2.5E-08 2.3E-08 6.8E-09 2.1E-06 170 UCART1 483238.21 3717777.27 483238.21, 3717777.270.018087893 0.000175344 6.3E-06 1.9E-05 1.8E-07 1.1E-07 9.6E-08 4.4E-08 2.1E-07 1.9E-06 3.1E-08 2.5E-08 2.3E-08 6.9E-09 2.2E-06 171 UCART1 483288.21 3717777.27 483288.21, 3717777.270.014928457 0.00015391 5.2E-06 1.6E-05 1.6E-07 9.3E-08 8.4E-08 3.9E-08 1.7E-07 1.6E-06 2.7E-08 2.2E-08 2.0E-08 6.1E-09 1.8E-06 172 UCART1 483338.21 3717777.27 483338.21, 3717777.270.010659596 0.000124061 3.7E-06 1.1E-05 1.3E-07 7.5E-08 6.8E-08 3.1E-08 1.2E-07 1.1E-06 2.2E-08 1.8E-08 1.6E-08 4.9E-09 1.3E-06 173 UCART1 483388.21 3717777.27 483388.21, 3717777.270.007240217 9.66903E-05 2.5E-06 7.6E-06 1.0E-07 5.9E-08 5.3E-08 2.4E-08 8.4E-08 7.6E-07 1.7E-08 1.4E-08 1.3E-08 3.8E-09 8.9E-07 174 UCART1 483438.21 3717777.27 483438.21, 3717777.270.004988261 7.59548E-05 1.7E-06 5.2E-06 7.9E-08 4.6E-08 4.2E-08 1.9E-08 5.8E-08 5.2E-07 1.3E-08 1.1E-08 9.9E-09 3.0E-09 6.2E-07 175 UCART1 483538.21 3717777.27 483538.21, 3717777.270.002588073 5.04652E-05 9.0E-07 2.7E-06 5.3E-08 3.1E-08 2.8E-08 1.3E-08 3.0E-08 2.7E-07 8.8E-09 7.3E-09 6.6E-09 2.0E-09 3.3E-07 176 UCART1 483588.21 3717777.27 483588.21, 3717777.270.001952685 4.26531E-05 6.8E-07 2.0E-06 4.5E-08 2.6E-08 2.3E-08 1.1E-08 2.3E-08 2.0E-07 7.4E-09 6.1E-09 5.6E-09 1.7E-09 2.5E-07 177 UCART1 483638.21 3717777.27 483638.21, 3717777.270.001521771 3.65106E-05 5.3E-07 1.6E-06 3.8E-08 2.2E-08 2.0E-08 9.1E-09 1.8E-08 1.6E-07 6.4E-09 5.2E-09 4.8E-09 1.4E-09 1.9E-07 178 UCART1 483688.21 3717777.27 483688.21, 3717777.270.00122107 3.12853E-05 4.2E-07 1.3E-06 3.3E-08 1.9E-08 1.7E-08 7.8E-09 1.4E-08 1.3E-07 5.5E-09 4.5E-09 4.1E-09 1.2E-09 1.6E-07 179 UCART1 482838.21 3717827.27 482838.21, 3717827.270.001291732 2.7798E-05 4.5E-07 1.4E-06 2.9E-08 1.7E-08 1.5E-08 7.0E-09 1.5E-08 1.4E-07 4.9E-09 4.0E-09 3.6E-09 1.1E-09 1.6E-07 180 UCART1 482888.21 3717827.27 482888.21, 3717827.270.001688298 3.50362E-05 5.8E-07 1.8E-06 3.7E-08 2.1E-08 1.9E-08 8.8E-09 2.0E-08 1.8E-07 6.1E-09 5.0E-09 4.6E-09 1.4E-09 2.1E-07 181 UCART1 482938.21 3717827.27 482938.21, 3717827.270.002130985 4.16766E-05 7.4E-07 2.2E-06 4.4E-08 2.5E-08 2.3E-08 1.0E-08 2.5E-08 2.2E-07 7.3E-09 6.0E-09 5.4E-09 1.6E-09 2.7E-07 182 UCART1 482988.21 3717827.27 482988.21, 3717827.270.002954413 5.41191E-05 1.0E-06 3.1E-06 5.7E-08 3.3E-08 3.0E-08 1.4E-08 3.4E-08 3.1E-07 9.4E-09 7.8E-09 7.1E-09 2.1E-09 3.7E-07 183 UCART1 483038.21 3717827.27 483038.21, 3717827.270.004147714 6.76379E-05 1.4E-06 4.3E-06 7.1E-08 4.1E-08 3.7E-08 1.7E-08 4.8E-08 4.3E-07 1.2E-08 9.7E-09 8.8E-09 2.7E-09 5.2E-07 184 UCART1 483088.21 3717827.27 483088.21, 3717827.270.005660076 8.15291E-05 2.0E-06 5.9E-06 8.5E-08 4.9E-08 4.5E-08 2.0E-08 6.5E-08 5.9E-07 1.4E-08 1.2E-08 1.1E-08 3.2E-09 7.0E-07 185 UCART1 483138.21 3717827.27 483138.21, 3717827.270.007168199 9.81912E-05 2.5E-06 7.5E-06 1.0E-07 5.9E-08 5.4E-08 2.5E-08 8.3E-08 7.5E-07 1.7E-08 1.4E-08 1.3E-08 3.9E-09 8.8E-07 186 UCART1 483188.21 3717827.27 483188.21, 3717827.270.008493914 0.000106226 2.9E-06 8.9E-06 1.1E-07 6.4E-08 5.8E-08 2.7E-08 9.8E-08 8.9E-07 1.9E-08 1.5E-08 1.4E-08 4.2E-09 1.0E-06 187 UCART1 483238.21 3717827.27 483238.21, 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3.2E-07 9.0E-09 7.4E-09 6.7E-09 2.0E-09 3.8E-07 193 UCART1 483538.21 3717827.27 483538.21, 3717827.270.002362531 4.34795E-05 8.2E-07 2.5E-06 4.5E-08 2.6E-08 2.4E-08 1.1E-08 2.7E-08 2.5E-07 7.6E-09 6.3E-09 5.7E-09 1.7E-09 3.0E-07 194 UCART1 483588.21 3717827.27 483588.21, 3717827.270.001851781 3.6801E-05 6.4E-07 1.9E-06 3.8E-08 2.2E-08 2.0E-08 9.2E-09 2.1E-08 1.9E-07 6.4E-09 5.3E-09 4.8E-09 1.5E-09 2.3E-07 195 UCART1 483638.21 3717827.27 483638.21, 3717827.270.001479159 3.1591E-05 5.1E-07 1.5E-06 3.3E-08 1.9E-08 1.7E-08 7.9E-09 1.7E-08 1.5E-07 5.5E-09 4.5E-09 4.1E-09 1.2E-09 1.9E-07 196 UCART1 483688.21 3717827.27 483688.21, 3717827.270.001205077 2.72303E-05 4.2E-07 1.3E-06 2.8E-08 1.6E-08 1.5E-08 6.8E-09 1.4E-08 1.3E-07 4.8E-09 3.9E-09 3.5E-09 1.1E-09 1.5E-07 197 UCART1 483738.21 3717827.27 483738.21, 3717827.270.001004878 2.3484E-05 3.5E-07 1.1E-06 2.5E-08 1.4E-08 1.3E-08 5.9E-09 1.2E-08 1.1E-07 4.1E-09 3.4E-09 3.1E-09 9.3E-10 1.3E-07 198 UCART1 483788.21 3717827.27 483788.21, 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9.6E-09 7.9E-09 7.2E-09 2.2E-09 3.9E-07 204 UCART1 483088.21 3717877.27 483088.21, 3717877.270.003869766 6.4088E-05 1.3E-06 4.0E-06 6.7E-08 3.9E-08 3.5E-08 1.6E-08 4.5E-08 4.1E-07 1.1E-08 9.2E-09 8.4E-09 2.5E-09 4.8E-07 205 UCART1 483138.21 3717877.27 483138.21, 3717877.270.004392028 7.22478E-05 1.5E-06 4.6E-06 7.6E-08 4.4E-08 4.0E-08 1.8E-08 5.1E-08 4.6E-07 1.3E-08 1.0E-08 9.4E-09 2.9E-09 5.5E-07 206 UCART1 483188.21 3717877.27 483188.21, 3717877.270.004943914 7.19483E-05 1.7E-06 5.2E-06 7.5E-08 4.4E-08 3.9E-08 1.8E-08 5.7E-08 5.2E-07 1.3E-08 1.0E-08 9.4E-09 2.8E-09 6.1E-07 207 UCART1 483238.21 3717877.27 483238.21, 3717877.270.005152393 7.32623E-05 1.8E-06 5.4E-06 7.7E-08 4.4E-08 4.0E-08 1.8E-08 6.0E-08 5.4E-07 1.3E-08 1.1E-08 9.5E-09 2.9E-09 6.3E-07 208 UCART1 483288.21 3717877.27 483288.21, 3717877.270.004876531 6.70222E-05 1.7E-06 5.1E-06 7.0E-08 4.1E-08 3.7E-08 1.7E-08 5.6E-08 5.1E-07 1.2E-08 9.6E-09 8.7E-09 2.6E-09 6.0E-07 209 UCART1 483338.21 3717877.27 483338.21, 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1.8E-07 5.7E-09 4.7E-09 4.2E-09 1.3E-09 2.1E-07 215 UCART1 483638.21 3717877.27 483638.21, 3717877.270.001393238 2.84419E-05 4.8E-07 1.5E-06 3.0E-08 1.7E-08 1.6E-08 7.1E-09 1.6E-08 1.5E-07 5.0E-09 4.1E-09 3.7E-09 1.1E-09 1.8E-07 216 UCART1 483688.21 3717877.27 483688.21, 3717877.270.001163662 2.44681E-05 4.0E-07 1.2E-06 2.6E-08 1.5E-08 1.3E-08 6.1E-09 1.3E-08 1.2E-07 4.3E-09 3.5E-09 3.2E-09 9.7E-10 1.5E-07 217 UCART1 483738.21 3717877.27 483738.21, 3717877.270.000981825 2.13706E-05 3.4E-07 1.0E-06 2.2E-08 1.3E-08 1.2E-08 5.3E-09 1.1E-08 1.0E-07 3.7E-09 3.1E-09 2.8E-09 8.4E-10 1.2E-07 218 UCART1 483788.21 3717877.27 483788.21, 3717877.270.000834835 1.87081E-05 2.9E-07 8.7E-07 2.0E-08 1.1E-08 1.0E-08 4.7E-09 9.7E-09 8.7E-08 3.3E-09 2.7E-09 2.4E-09 7.4E-10 1.1E-07 219 UCART1 482838.21 3717927.27 482838.21, 3717927.270.001089706 2.40724E-05 3.8E-07 1.1E-06 2.5E-08 1.5E-08 1.3E-08 6.0E-09 1.3E-08 1.1E-07 4.2E-09 3.5E-09 3.1E-09 9.5E-10 1.4E-07 220 UCART1 482888.21 3717927.27 482888.21, 3717927.270.001327168 2.94713E-05 4.6E-07 1.4E-06 3.1E-08 1.8E-08 1.6E-08 7.4E-09 1.5E-08 1.4E-07 5.1E-09 4.2E-09 3.8E-09 1.2E-09 1.7E-07 221 UCART1 482938.21 3717927.27 482938.21, 3717927.270.001584287 3.68232E-05 5.5E-07 1.7E-06 3.8E-08 2.2E-08 2.0E-08 9.2E-09 1.8E-08 1.7E-07 6.4E-09 5.3E-09 4.8E-09 1.5E-09 2.0E-07 222 UCART1 482988.21 3717927.27 482988.21, 3717927.270.001982295 4.36881E-05 6.9E-07 2.1E-06 4.6E-08 2.6E-08 2.4E-08 1.1E-08 2.3E-08 2.1E-07 7.6E-09 6.3E-09 5.7E-09 1.7E-09 2.5E-07 223 UCART1 483038.21 3717927.27 483038.21, 3717927.270.00239694 4.67602E-05 8.3E-07 2.5E-06 4.9E-08 2.8E-08 2.6E-08 1.2E-08 2.8E-08 2.5E-07 8.2E-09 6.7E-09 6.1E-09 1.8E-09 3.0E-07 224 UCART1 483088.21 3717927.27 483088.21, 3717927.270.002708837 5.4234E-05 9.4E-07 2.8E-06 5.7E-08 3.3E-08 3.0E-08 1.4E-08 3.1E-08 2.8E-07 9.5E-09 7.8E-09 7.1E-09 2.1E-09 3.4E-07 225 UCART1 483138.21 3717927.27 483138.21, 3717927.270.002970962 5.4852E-05 1.0E-06 3.1E-06 5.7E-08 3.3E-08 3.0E-08 1.4E-08 3.4E-08 3.1E-07 9.6E-09 7.9E-09 7.1E-09 2.2E-09 3.7E-07 226 UCART1 483188.21 3717927.27 483188.21, 3717927.270.003269156 5.27804E-05 1.1E-06 3.4E-06 5.5E-08 3.2E-08 2.9E-08 1.3E-08 3.8E-08 3.4E-07 9.2E-09 7.6E-09 6.9E-09 2.1E-09 4.1E-07 227 UCART1 483238.21 3717927.27 483238.21, 3717927.270.003325021 5.19271E-05 1.2E-06 3.5E-06 5.4E-08 3.1E-08 2.8E-08 1.3E-08 3.8E-08 3.5E-07 9.1E-09 7.5E-09 6.8E-09 2.0E-09 4.1E-07 228 UCART1 483288.21 3717927.27 483288.21, 3717927.270.003211505 4.90079E-05 1.1E-06 3.4E-06 5.1E-08 3.0E-08 2.7E-08 1.2E-08 3.7E-08 3.4E-07 8.6E-09 7.0E-09 6.4E-09 1.9E-09 4.0E-07 229 UCART1 483338.21 3717927.27 483338.21, 3717927.270.003031895 4.59052E-05 1.0E-06 3.2E-06 4.8E-08 2.8E-08 2.5E-08 1.1E-08 3.5E-08 3.2E-07 8.0E-09 6.6E-09 6.0E-09 1.8E-09 3.7E-07 230 UCART1 483388.21 3717927.27 483388.21, 3717927.270.002766987 4.24946E-05 9.6E-07 2.9E-06 4.4E-08 2.6E-08 2.3E-08 1.1E-08 3.2E-08 2.9E-07 7.4E-09 6.1E-09 5.5E-09 1.7E-09 3.4E-07 231 UCART1 483438.21 3717927.27 483438.21, 3717927.270.002441935 3.88163E-05 8.5E-07 2.6E-06 4.1E-08 2.3E-08 2.1E-08 9.7E-09 2.8E-08 2.6E-07 6.8E-09 5.6E-09 5.1E-09 1.5E-09 3.0E-07 232 UCART1 483488.21 3717927.27 483488.21, 3717927.270.002074818 3.38401E-05 7.2E-07 2.2E-06 3.5E-08 2.0E-08 1.9E-08 8.5E-09 2.4E-08 2.2E-07 5.9E-09 4.9E-09 4.4E-09 1.3E-09 2.6E-07 233 UCART1 483538.21 3717927.27 483538.21, 3717927.270.00175842 3.02841E-05 6.1E-07 1.8E-06 3.2E-08 1.8E-08 1.7E-08 7.6E-09 2.0E-08 1.8E-07 5.3E-09 4.4E-09 3.9E-09 1.2E-09 2.2E-07 234 UCART1 483588.21 3717927.27 483588.21, 3717927.270.001495672 2.76977E-05 5.2E-07 1.6E-06 2.9E-08 1.7E-08 1.5E-08 6.9E-09 1.7E-08 1.6E-07 4.8E-09 4.0E-09 3.6E-09 1.1E-09 1.9E-07 235 UCART1 483638.21 3717927.27 483638.21, 3717927.270.001285129 2.52437E-05 4.4E-07 1.3E-06 2.6E-08 1.5E-08 1.4E-08 6.3E-09 1.5E-08 1.3E-07 4.4E-09 3.6E-09 3.3E-09 1.0E-09 1.6E-07 236 UCART1 483688.21 3717927.27 483688.21, 3717927.270.001099378 2.2289E-05 3.8E-07 1.1E-06 2.3E-08 1.3E-08 1.2E-08 5.6E-09 1.3E-08 1.2E-07 3.9E-09 3.2E-09 2.9E-09 8.8E-10 1.4E-07 237 UCART1 483738.21 3717927.27 483738.21, 3717927.270.000942704 1.95823E-05 3.3E-07 9.9E-07 2.0E-08 1.2E-08 1.1E-08 4.9E-09 1.1E-08 9.9E-08 3.4E-09 2.8E-09 2.6E-09 7.7E-10 1.2E-07 238 UCART1 483788.21 3717927.27 483788.21, 3717927.270.000811951 1.73574E-05 2.8E-07 8.5E-07 1.8E-08 1.1E-08 9.5E-09 4.3E-09 9.4E-09 8.5E-08 3.0E-09 2.5E-09 2.3E-09 6.9E-10 1.0E-07 239 UCART1 482838.21 3717977.27 482838.21, 3717977.270.000997463 2.32547E-05 3.5E-07 1.0E-06 2.4E-08 1.4E-08 1.3E-08 5.8E-09 1.2E-08 1.0E-07 4.1E-09 3.3E-09 3.0E-09 9.2E-10 1.3E-07 240 UCART1 482888.21 3717977.27 482888.21, 3717977.270.001188848 2.78434E-05 4.1E-07 1.2E-06 2.9E-08 1.7E-08 1.5E-08 7.0E-09 1.4E-08 1.2E-07 4.9E-09 4.0E-09 3.6E-09 1.1E-09 1.5E-07 241 UCART1 482938.21 3717977.27 482938.21, 3717977.270.001381225 3.41489E-05 4.8E-07 1.4E-06 3.6E-08 2.1E-08 1.9E-08 8.5E-09 1.6E-08 1.4E-07 6.0E-09 4.9E-09 4.5E-09 1.3E-09 1.8E-07 242 UCART1 482988.21 3717977.27 482988.21, 3717977.270.001620671 3.84722E-05 5.6E-07 1.7E-06 4.0E-08 2.3E-08 2.1E-08 9.6E-09 1.9E-08 1.7E-07 6.7E-09 5.5E-09 5.0E-09 1.5E-09 2.1E-07 243 UCART1 483038.21 3717977.27 483038.21, 3717977.270.001851866 4.08569E-05 6.4E-07 1.9E-06 4.3E-08 2.5E-08 2.2E-08 1.0E-08 2.1E-08 1.9E-07 7.1E-09 5.9E-09 5.3E-09 1.6E-09 2.4E-07 244 UCART1 483088.21 3717977.27 483088.21, 3717977.270.002019989 4.33489E-05 7.0E-07 2.1E-06 4.5E-08 2.6E-08 2.4E-08 1.1E-08 2.3E-08 2.1E-07 7.6E-09 6.2E-09 5.6E-09 1.7E-09 2.6E-07 245 UCART1 483138.21 3717977.27 483138.21, 3717977.270.002153532 4.24711E-05 7.5E-07 2.3E-06 4.4E-08 2.6E-08 2.3E-08 1.1E-08 2.5E-08 2.3E-07 7.4E-09 6.1E-09 5.5E-09 1.7E-09 2.7E-07 246 UCART1 483188.21 3717977.27 483188.21, 3717977.270.00224677 4.04717E-05 7.8E-07 2.3E-06 4.2E-08 2.4E-08 2.2E-08 1.0E-08 2.6E-08 2.4E-07 7.1E-09 5.8E-09 5.3E-09 1.6E-09 2.8E-07 247 UCART1 483238.21 3717977.27 483238.21, 3717977.270.002256287 3.82875E-05 7.8E-07 2.4E-06 4.0E-08 2.3E-08 2.1E-08 9.6E-09 2.6E-08 2.4E-07 6.7E-09 5.5E-09 5.0E-09 1.5E-09 2.8E-07 248 UCART1 483288.21 3717977.27 483288.21, 3717977.270.002250926 3.68639E-05 7.8E-07 2.4E-06 3.9E-08 2.2E-08 2.0E-08 9.2E-09 2.6E-08 2.4E-07 6.4E-09 5.3E-09 4.8E-09 1.5E-09 2.8E-07 249 UCART1 483338.21 3717977.27 483338.21, 3717977.270.002179968 3.49655E-05 7.5E-07 2.3E-06 3.7E-08 2.1E-08 1.9E-08 8.8E-09 2.5E-08 2.3E-07 6.1E-09 5.0E-09 4.6E-09 1.4E-09 2.7E-07 250 UCART1 483388.21 3717977.27 483388.21, 3717977.270.002059191 3.28698E-05 7.1E-07 2.2E-06 3.4E-08 2.0E-08 1.8E-08 8.2E-09 2.4E-08 2.2E-07 5.7E-09 4.7E-09 4.3E-09 1.3E-09 2.6E-07 251 UCART1 483438.21 3717977.27 483438.21, 3717977.270.001896035 3.06595E-05 6.6E-07 2.0E-06 3.2E-08 1.9E-08 1.7E-08 7.7E-09 2.2E-08 2.0E-07 5.4E-09 4.4E-09 4.0E-09 1.2E-09 2.4E-07 252 UCART1 483488.21 3717977.27 483488.21, 3717977.270.001707225 2.8426E-05 5.9E-07 1.8E-06 3.0E-08 1.7E-08 1.6E-08 7.1E-09 2.0E-08 1.8E-07 5.0E-09 4.1E-09 3.7E-09 1.1E-09 2.1E-07 253 UCART1 483538.21 3717977.27 483538.21, 3717977.270.001510209 2.61516E-05 5.2E-07 1.6E-06 2.7E-08 1.6E-08 1.4E-08 6.5E-09 1.7E-08 1.6E-07 4.6E-09 3.8E-09 3.4E-09 1.0E-09 1.9E-07 254 UCART1 483588.21 3717977.27 483588.21, 3717977.270.001332218 2.4469E-05 4.6E-07 1.4E-06 2.6E-08 1.5E-08 1.3E-08 6.1E-09 1.5E-08 1.4E-07 4.3E-09 3.5E-09 3.2E-09 9.7E-10 1.7E-07 255 UCART1 483638.21 3717977.27 483638.21, 3717977.270.001173431 2.24153E-05 4.1E-07 1.2E-06 2.3E-08 1.4E-08 1.2E-08 5.6E-09 1.4E-08 1.2E-07 3.9E-09 3.2E-09 2.9E-09 8.8E-10 1.5E-07 256 UCART1 483688.21 3717977.27 483688.21, 3717977.270.001018519 2.02026E-05 3.5E-07 1.1E-06 2.1E-08 1.2E-08 1.1E-08 5.1E-09 1.2E-08 1.1E-07 3.5E-09 2.9E-09 2.6E-09 8.0E-10 1.3E-07 257 UCART1 483738.21 3717977.27 483738.21, 3717977.270.000874064 1.80665E-05 3.0E-07 9.1E-07 1.9E-08 1.1E-08 9.9E-09 4.5E-09 1.0E-08 9.2E-08 3.2E-09 2.6E-09 2.4E-09 7.1E-10 1.1E-07 258 UCART1 483788.21 3717977.27 483788.21, 3717977.270.000769059 1.63137E-05 2.7E-07 8.0E-07 1.7E-08 9.9E-09 8.9E-09 4.1E-09 8.9E-09 8.1E-08 2.8E-09 2.3E-09 2.1E-09 6.4E-10 9.7E-08 259 UCART1 482838.21 3718027.27 482838.21, 3718027.270.000901206 2.26468E-05 3.1E-07 9.4E-07 2.4E-08 1.4E-08 1.2E-08 5.7E-09 1.0E-08 9.4E-08 4.0E-09 3.3E-09 3.0E-09 8.9E-10 1.2E-07 260 UCART1 482888.21 3718027.27 482888.21, 3718027.270.001034928 2.69823E-05 3.6E-07 1.1E-06 2.8E-08 1.6E-08 1.5E-08 6.8E-09 1.2E-08 1.1E-07 4.7E-09 3.9E-09 3.5E-09 1.1E-09 1.3E-07 261 UCART1 482938.21 3718027.27 482938.21, 3718027.270.001172663 3.14991E-05 4.1E-07 1.2E-06 3.3E-08 1.9E-08 1.7E-08 7.9E-09 1.4E-08 1.2E-07 5.5E-09 4.5E-09 4.1E-09 1.2E-09 1.5E-07 262 UCART1 482988.21 3718027.27 482988.21, 3718027.270.001313102 3.4871E-05 4.5E-07 1.4E-06 3.6E-08 2.1E-08 1.9E-08 8.7E-09 1.5E-08 1.4E-07 6.1E-09 5.0E-09 4.5E-09 1.4E-09 1.7E-07 263 UCART1 483038.21 3718027.27 483038.21, 3718027.270.001437673 3.64321E-05 5.0E-07 1.5E-06 3.8E-08 2.2E-08 2.0E-08 9.1E-09 1.7E-08 1.5E-07 6.4E-09 5.2E-09 4.7E-09 1.4E-09 1.8E-07 264 UCART1 483088.21 3718027.27 483088.21, 3718027.270.001530684 3.62252E-05 5.3E-07 1.6E-06 3.8E-08 2.2E-08 2.0E-08 9.1E-09 1.8E-08 1.6E-07 6.3E-09 5.2E-09 4.7E-09 1.4E-09 2.0E-07 265 UCART1 483138.21 3718027.27 483138.21, 3718027.270.001597637 3.43153E-05 5.5E-07 1.7E-06 3.6E-08 2.1E-08 1.9E-08 8.6E-09 1.8E-08 1.7E-07 6.0E-09 4.9E-09 4.5E-09 1.4E-09 2.0E-07 266 UCART1 483188.21 3718027.27 483188.21, 3718027.270.001631678 3.17761E-05 5.6E-07 1.7E-06 3.3E-08 1.9E-08 1.7E-08 8.0E-09 1.9E-08 1.7E-07 5.5E-09 4.6E-09 4.1E-09 1.3E-09 2.1E-07 267 UCART1 483238.21 3718027.27 483238.21, 3718027.270.001641419 2.94447E-05 5.7E-07 1.7E-06 3.1E-08 1.8E-08 1.6E-08 7.4E-09 1.9E-08 1.7E-07 5.1E-09 4.2E-09 3.8E-09 1.2E-09 2.1E-07 268 UCART1 483288.21 3718027.27 483288.21, 3718027.270.001652108 2.83731E-05 5.7E-07 1.7E-06 3.0E-08 1.7E-08 1.6E-08 7.1E-09 1.9E-08 1.7E-07 5.0E-09 4.1E-09 3.7E-09 1.1E-09 2.1E-07 269 UCART1 483338.21 3718027.27 483338.21, 3718027.270.001626322 2.72113E-05 5.6E-07 1.7E-06 2.8E-08 1.6E-08 1.5E-08 6.8E-09 1.9E-08 1.7E-07 4.7E-09 3.9E-09 3.5E-09 1.1E-09 2.0E-07 270 UCART1 483388.21 3718027.27 483388.21, 3718027.270.001570872 2.5915E-05 5.4E-07 1.6E-06 2.7E-08 1.6E-08 1.4E-08 6.5E-09 1.8E-08 1.6E-07 4.5E-09 3.7E-09 3.4E-09 1.0E-09 2.0E-07 271 UCART1 483438.21 3718027.27 483438.21, 3718027.270.001490263 2.45878E-05 5.2E-07 1.6E-06 2.6E-08 1.5E-08 1.3E-08 6.2E-09 1.7E-08 1.6E-07 4.3E-09 3.5E-09 3.2E-09 9.7E-10 1.9E-07 272 UCART1 483488.21 3718027.27 483488.21, 3718027.270.001389321 2.32903E-05 4.8E-07 1.5E-06 2.4E-08 1.4E-08 1.3E-08 5.8E-09 1.6E-08 1.5E-07 4.1E-09 3.3E-09 3.0E-09 9.2E-10 1.7E-07 273 UCART1 483538.21 3718027.27 483538.21, 3718027.270.001278461 2.21985E-05 4.4E-07 1.3E-06 2.3E-08 1.3E-08 1.2E-08 5.6E-09 1.5E-08 1.3E-07 3.9E-09 3.2E-09 2.9E-09 8.8E-10 1.6E-07 274 UCART1 483588.21 3718027.27 483588.21, 3718027.270.001156147 2.08272E-05 4.0E-07 1.2E-06 2.2E-08 1.3E-08 1.1E-08 5.2E-09 1.3E-08 1.2E-07 3.6E-09 3.0E-09 2.7E-09 8.2E-10 1.4E-07 275 UCART1 483638.21 3718027.27 483638.21, 3718027.270.001039289 1.9588E-05 3.6E-07 1.1E-06 2.0E-08 1.2E-08 1.1E-08 4.9E-09 1.2E-08 1.1E-07 3.4E-09 2.8E-09 2.6E-09 7.7E-10 1.3E-07 276 UCART1 483688.21 3718027.27 483688.21, 3718027.270.000913637 1.7443E-05 3.2E-07 9.5E-07 1.8E-08 1.1E-08 9.6E-09 4.4E-09 1.1E-08 9.6E-08 3.0E-09 2.5E-09 2.3E-09 6.9E-10 1.1E-07 277 UCART1 483738.21 3718027.27 483738.21, 3718027.270.000795197 1.52357E-05 2.8E-07 8.3E-07 1.6E-08 9.2E-09 8.4E-09 3.8E-09 9.2E-09 8.3E-08 2.7E-09 2.2E-09 2.0E-09 6.0E-10 1.0E-07 278 UCART1 483788.21 3718027.27 483788.21, 3718027.270.000706423 1.40163E-05 2.4E-07 7.4E-07 1.5E-08 8.5E-09 7.7E-09 3.5E-09 8.2E-09 7.4E-08 2.4E-09 2.0E-09 1.8E-09 5.5E-10 8.9E-08 279 UCART2483217.95 3717535.43 483217.95, 3717535.430.034701276 0.000473751 1.2E-05 3.6E-05 5.0E-07 2.9E-07 2.6E-07 1.2E-07 4.0E-07 3.6E-06 8.3E-08 6.8E-08 6.2E-08 1.9E-08 4.3E-06 280 UCART3483253.34 3717548.13 483253.34, 3717548.130.040280448 0.000523523 1.4E-05 4.2E-05 5.5E-07 3.2E-07 2.9E-07 1.3E-07 4.7E-07 4.2E-06 9.1E-08 7.5E-08 6.8E-08 2.1E-08 4.9E-06 281 UCART4483282.7 3717560.83 483282.7, 3717560.830.036579124 0.000462976 1.3E-05 3.8E-05 4.8E-07 2.8E-07 2.5E-07 1.2E-07 4.2E-07 3.8E-06 8.1E-08 6.7E-08 6.0E-08 1.8E-08 4.5E-06 Residential DOSEair = (Cair*(BR/BW)*A*EF*10-6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor1 CPF 1.1 Cancer Potency Factor for DPM4 EF 0.96 Exposure frequency (350/year)2 AT 70 Averaging Time5 10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion3
Age BR/BW ASF FAH ED
3rd 361 10 0.85 0.25
C 0<2 1090 10 0.85 0.75
O 0<2 1090 10 0.85 1.25
2<9 631 3 0.72 7
9<16 572 3 0.72 7
16<30 261 1 0.73 13.75
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for DPM, OEHHA 2015, Table 7.1, page 7-5 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 1.1E-05 Rec#: 127
Location: 483288.21, 3717627.27
Worker Risk
Concentration [ug/m^3]
Discrete Receptor ID Construction Operations Worker Dose Worker Risk X Y X, Y Total Total Construction Operations Construction Operations Total Risk Ops Only 1 UCART1 482838.21 3717227.27 482838.21, 3717227.270.000773258 1.91168E-05 5.1E-07 1.3E-08 8.0E-09 4.8E-09 1.3E-08 5.0E-09 2 UCART1 482888.21 3717227.27 482888.21, 3717227.270.00087258 2.11306E-05 5.8E-07 1.4E-08 9.1E-09 5.3E-09 1.4E-08 5.5E-09 3 UCART1 482988.21 3717227.27 482988.21, 3717227.270.001108467 2.59278E-05 7.3E-07 1.7E-08 1.2E-08 6.5E-09 1.8E-08 6.7E-09 4 UCART1 483038.21 3717227.27 483038.21, 3717227.270.001237095 2.85758E-05 8.2E-07 1.9E-08 1.3E-08 7.1E-09 2.0E-08 7.4E-09 5 UCART1 483088.21 3717227.27 483088.21, 3717227.270.001360133 3.11016E-05 9.0E-07 2.1E-08 1.4E-08 7.8E-09 2.2E-08 8.1E-09 6 UCART1 483138.21 3717227.27 483138.21, 3717227.270.001453235 3.30263E-05 9.6E-07 2.2E-08 1.5E-08 8.2E-09 2.3E-08 8.6E-09 7 UCART1 483188.21 3717227.27 483188.21, 3717227.270.001494399 3.42876E-05 9.9E-07 2.3E-08 1.6E-08 8.6E-09 2.4E-08 8.9E-09 8 UCART1 483238.21 3717227.27 483238.21, 3717227.270.001538719 3.68458E-05 1.0E-06 2.4E-08 1.6E-08 9.2E-09 2.5E-08 9.6E-09 9 UCART1 483288.21 3717227.27 483288.21, 3717227.270.001526188 3.58255E-05 1.0E-06 2.4E-08 1.6E-08 8.9E-09 2.5E-08 9.3E-09 10 UCART1 483338.21 3717227.27 483338.21, 3717227.270.001485162 3.67475E-05 9.8E-07 2.4E-08 1.5E-08 9.2E-09 2.5E-08 9.6E-09 11 UCART1 483388.21 3717227.27 483388.21, 3717227.270.00140604 3.39019E-05 9.3E-07 2.2E-08 1.5E-08 8.5E-09 2.3E-08 8.8E-09 12 UCART1 483438.21 3717227.27 483438.21, 3717227.270.001317404 2.81784E-05 8.7E-07 1.9E-08 1.4E-08 7.0E-09 2.1E-08 7.3E-09 13 UCART1 483488.21 3717227.27 483488.21, 3717227.270.001207669 2.54981E-05 8.0E-07 1.7E-08 1.3E-08 6.4E-09 1.9E-08 6.6E-09 14 UCART1 483788.21 3717227.27 483788.21, 3717227.270.000611058 1.4029E-05 4.0E-07 9.3E-09 6.4E-09 3.5E-09 9.9E-09 3.6E-09 15 UCART1 482838.21 3717277.27 482838.21, 3717277.270.000871453 2.15344E-05 5.8E-07 1.4E-08 9.1E-09 5.4E-09 1.4E-08 5.6E-09 16 UCART1 482888.21 3717277.27 482888.21, 3717277.270.001002245 2.40802E-05 6.6E-07 1.6E-08 1.0E-08 6.0E-09 1.6E-08 6.3E-09 17 UCART1 482988.21 3717277.27 482988.21, 3717277.270.001332449 3.05509E-05 8.8E-07 2.0E-08 1.4E-08 7.6E-09 2.1E-08 7.9E-09 18 UCART1 483038.21 3717277.27 483038.21, 3717277.270.001524783 3.44115E-05 1.0E-06 2.3E-08 1.6E-08 8.6E-09 2.4E-08 8.9E-09 19 UCART1 483088.21 3717277.27 483088.21, 3717277.270.001715314 3.79552E-05 1.1E-06 2.5E-08 1.8E-08 9.5E-09 2.7E-08 9.9E-09 20 UCART1 483138.21 3717277.27 483138.21, 3717277.270.001882807 4.10567E-05 1.2E-06 2.7E-08 2.0E-08 1.0E-08 3.0E-08 1.1E-08 21 UCART1 483188.21 3717277.27 483188.21, 3717277.270.002001022 4.29157E-05 1.3E-06 2.8E-08 2.1E-08 1.1E-08 3.2E-08 1.1E-08 22 UCART1 483238.21 3717277.27 483238.21, 3717277.270.002044622 4.33348E-05 1.4E-06 2.9E-08 2.1E-08 1.1E-08 3.2E-08 1.1E-08 23 UCART1 483288.21 3717277.27 483288.21, 3717277.270.002000576 4.22052E-05 1.3E-06 2.8E-08 2.1E-08 1.1E-08 3.1E-08 1.1E-08 24 UCART1 483338.21 3717277.27 483338.21, 3717277.270.001896658 4.04196E-05 1.3E-06 2.7E-08 2.0E-08 1.0E-08 3.0E-08 1.1E-08 25 UCART1 483388.21 3717277.27 483388.21, 3717277.270.001780431 3.69257E-05 1.2E-06 2.4E-08 1.9E-08 9.2E-09 2.8E-08 9.6E-09 26 UCART1 483438.21 3717277.27 483438.21, 3717277.270.001621554 3.34558E-05 1.1E-06 2.2E-08 1.7E-08 8.3E-09 2.5E-08 8.7E-09 27 UCART1 483488.21 3717277.27 483488.21, 3717277.270.001441891 2.98246E-05 9.5E-07 2.0E-08 1.5E-08 7.4E-09 2.2E-08 7.8E-09 28 UCART1 483788.21 3717277.27 483788.21, 3717277.270.00064943 1.4945E-05 4.3E-07 9.9E-09 6.8E-09 3.7E-09 1.0E-08 3.9E-09 29 UCART1 482838.21 3717327.27 482838.21, 3717327.270.000980919 2.40834E-05 6.5E-07 1.6E-08 1.0E-08 6.0E-09 1.6E-08 6.3E-09 30 UCART1 482888.21 3717327.27 482888.21, 3717327.270.001155038 2.74965E-05 7.6E-07 1.8E-08 1.2E-08 6.9E-09 1.9E-08 7.1E-09 31 UCART1 483038.21 3717327.27 483038.21, 3717327.270.001921351 4.20355E-05 1.3E-06 2.8E-08 2.0E-08 1.0E-08 3.0E-08 1.1E-08 32 UCART1 483088.21 3717327.27 483088.21, 3717327.270.002232981 4.76208E-05 1.5E-06 3.2E-08 2.3E-08 1.2E-08 3.5E-08 1.2E-08 33 UCART1 483138.21 3717327.27 483138.21, 3717327.270.002520717 5.25262E-05 1.7E-06 3.5E-08 2.6E-08 1.3E-08 3.9E-08 1.4E-08 34 UCART1 483188.21 3717327.27 483188.21, 3717327.270.002729419 5.57248E-05 1.8E-06 3.7E-08 2.8E-08 1.4E-08 4.2E-08 1.4E-08 35 UCART1 483238.21 3717327.27 483238.21, 3717327.270.002811613 5.64379E-05 1.9E-06 3.7E-08 2.9E-08 1.4E-08 4.3E-08 1.5E-08 36 UCART1 483288.21 3717327.27 483288.21, 3717327.270.002749309 5.46116E-05 1.8E-06 3.6E-08 2.9E-08 1.4E-08 4.2E-08 1.4E-08 37 UCART1 483338.21 3717327.27 483338.21, 3717327.270.002563697 5.07142E-05 1.7E-06 3.4E-08 2.7E-08 1.3E-08 3.9E-08 1.3E-08 38 UCART1 483388.21 3717327.27 483388.21, 3717327.270.002306175 4.55932E-05 1.5E-06 3.0E-08 2.4E-08 1.1E-08 3.5E-08 1.2E-08 39 UCART1 483438.21 3717327.27 483438.21, 3717327.270.002016642 4.0107E-05 1.3E-06 2.7E-08 2.1E-08 1.0E-08 3.1E-08 1.0E-08 40 UCART1 483488.21 3717327.27 483488.21, 3717327.270.00173058 3.48235E-05 1.1E-06 2.3E-08 1.8E-08 8.7E-09 2.7E-08 9.1E-09 41 UCART1 483538.21 3717327.27 483538.21, 3717327.270.001471477 3.02427E-05 9.7E-07 2.0E-08 1.5E-08 7.5E-09 2.3E-08 7.9E-09 42 UCART1 483738.21 3717327.27 483738.21, 3717327.270.000786002 1.79684E-05 5.2E-07 1.2E-08 8.2E-09 4.5E-09 1.3E-08 4.7E-09 43 UCART1 483788.21 3717327.27 483788.21, 3717327.270.000684874 1.6034E-05 4.5E-07 1.1E-08 7.1E-09 4.0E-09 1.1E-08 4.2E-09 44 UCART1 482838.21 3717377.27 482838.21, 3717377.270.001100439 2.68326E-05 7.3E-07 1.8E-08 1.1E-08 6.7E-09 1.8E-08 7.0E-09 45 UCART1 482888.21 3717377.27 482888.21, 3717377.270.001330869 3.14137E-05 8.8E-07 2.1E-08 1.4E-08 7.8E-09 2.2E-08 8.2E-09 46 UCART1 483038.21 3717377.27 483038.21, 3717377.270.002476709 5.20383E-05 1.6E-06 3.4E-08 2.6E-08 1.3E-08 3.9E-08 1.4E-08 47 UCART1 483088.21 3717377.27 483088.21, 3717377.270.003014938 6.12109E-05 2.0E-06 4.0E-08 3.1E-08 1.5E-08 4.7E-08 1.6E-08 48 UCART1 483138.21 3717377.27 483138.21, 3717377.270.003549606 6.99128E-05 2.3E-06 4.6E-08 3.7E-08 1.7E-08 5.4E-08 1.8E-08 49 UCART1 483188.21 3717377.27 483188.21, 3717377.270.003953844 7.59597E-05 2.6E-06 5.0E-08 4.1E-08 1.9E-08 6.0E-08 2.0E-08 50 UCART1 483238.21 3717377.27 483238.21, 3717377.270.00410006 7.71821E-05 2.7E-06 5.1E-08 4.3E-08 1.9E-08 6.2E-08 2.0E-08 51 UCART1 483288.21 3717377.27 483288.21, 3717377.270.003943846 7.34116E-05 2.6E-06 4.9E-08 4.1E-08 1.8E-08 5.9E-08 1.9E-08 52 UCART1 483338.21 3717377.27 483338.21, 3717377.270.003550079 6.60633E-05 2.3E-06 4.4E-08 3.7E-08 1.6E-08 5.3E-08 1.7E-08 53 UCART1 483388.21 3717377.27 483388.21, 3717377.270.003043914 5.72175E-05 2.0E-06 3.8E-08 3.2E-08 1.4E-08 4.6E-08 1.5E-08 54 UCART1 483438.21 3717377.27 483438.21, 3717377.270.002533194 4.84716E-05 1.7E-06 3.2E-08 2.6E-08 1.2E-08 3.8E-08 1.3E-08 55 UCART1 483488.21 3717377.27 483488.21, 3717377.270.002078244 4.0885E-05 1.4E-06 2.7E-08 2.2E-08 1.0E-08 3.2E-08 1.1E-08 56 UCART1 483538.21 3717377.27 483538.21, 3717377.270.001701559 3.47266E-05 1.1E-06 2.3E-08 1.8E-08 8.7E-09 2.6E-08 9.0E-09 57 UCART1 483588.21 3717377.27 483588.21, 3717377.270.001400121 2.96151E-05 9.3E-07 2.0E-08 1.5E-08 7.4E-09 2.2E-08 7.7E-09 58 UCART1 483738.21 3717377.27 483738.21, 3717377.270.000831638 1.92781E-05 5.5E-07 1.3E-08 8.6E-09 4.8E-09 1.3E-08 5.0E-09 59 UCART1 483788.21 3717377.27 483788.21, 3717377.270.000716984 1.708E-05 4.7E-07 1.1E-08 7.5E-09 4.3E-09 1.2E-08 4.4E-09 60 UCART1 482838.21 3717427.27 482838.21, 3717427.270.001223836 2.96457E-05 8.1E-07 2.0E-08 1.3E-08 7.4E-09 2.0E-08 7.7E-09 61 UCART1 482888.21 3717427.27 482888.21, 3717427.270.001523652 3.55279E-05 1.0E-06 2.4E-08 1.6E-08 8.9E-09 2.5E-08 9.2E-09 62 UCART1 482988.21 3717427.27 482988.21, 3717427.270.002499384 5.30493E-05 1.7E-06 3.5E-08 2.6E-08 1.3E-08 3.9E-08 1.4E-08 63 UCART1 483038.21 3717427.27 483038.21, 3717427.270.003267275 6.59691E-05 2.2E-06 4.4E-08 3.4E-08 1.6E-08 5.0E-08 1.7E-08 64 UCART1 483088.21 3717427.27 483088.21, 3717427.270.004250811 8.18304E-05 2.8E-06 5.4E-08 4.4E-08 2.0E-08 6.5E-08 2.1E-08 65 UCART1 483138.21 3717427.27 483138.21, 3717427.270.005343006 9.84518E-05 3.5E-06 6.5E-08 5.6E-08 2.5E-08 8.0E-08 2.6E-08 66 UCART1 483188.21 3717427.27 483188.21, 3717427.270.006237279 0.000111132 4.1E-06 7.4E-08 6.5E-08 2.8E-08 9.3E-08 2.9E-08 67 UCART1 483238.21 3717427.27 483238.21, 3717427.270.006528987 0.000113767 4.3E-06 7.5E-08 6.8E-08 2.8E-08 9.6E-08 3.0E-08 68 UCART1 483288.21 3717427.27 483288.21, 3717427.270.006073049 0.000104962 4.0E-06 6.9E-08 6.3E-08 2.6E-08 8.9E-08 2.7E-08 69 UCART1 483338.21 3717427.27 483338.21, 3717427.270.005134386 8.91963E-05 3.4E-06 5.9E-08 5.3E-08 2.2E-08 7.6E-08 2.3E-08 70 UCART1 483388.21 3717427.27 483388.21, 3717427.270.004097076 7.30989E-05 2.7E-06 4.8E-08 4.3E-08 1.8E-08 6.1E-08 1.9E-08 71 UCART1 483438.21 3717427.27 483438.21, 3717427.270.003189655 5.91853E-05 2.1E-06 3.9E-08 3.3E-08 1.5E-08 4.8E-08 1.5E-08 72 UCART1 483488.21 3717427.27 483488.21, 3717427.270.002477223 4.81486E-05 1.6E-06 3.2E-08 2.6E-08 1.2E-08 3.8E-08 1.3E-08 73 UCART1 483538.21 3717427.27 483538.21, 3717427.270.001943552 3.95706E-05 1.3E-06 2.6E-08 2.0E-08 9.9E-09 3.0E-08 1.0E-08 74 UCART1 483588.21 3717427.27 483588.21, 3717427.270.001549238 3.29853E-05 1.0E-06 2.2E-08 1.6E-08 8.2E-09 2.4E-08 8.6E-09 75 UCART1 483738.21 3717427.27 483738.21, 3717427.270.000872727 2.06396E-05 5.8E-07 1.4E-08 9.1E-09 5.2E-09 1.4E-08 5.4E-09 76 UCART1 483788.21 3717427.27 483788.21, 3717427.270.000745086 1.80607E-05 4.9E-07 1.2E-08 7.7E-09 4.5E-09 1.2E-08 4.7E-09 77 UCART1 482838.21 3717477.27 482838.21, 3717477.270.001346106 3.22115E-05 8.9E-07 2.1E-08 1.4E-08 8.0E-09 2.2E-08 8.4E-09 78 UCART1 482988.21 3717477.27 482988.21, 3717477.270.003098383 6.34895E-05 2.1E-06 4.2E-08 3.2E-08 1.6E-08 4.8E-08 1.7E-08 79 UCART1 483038.21 3717477.27 483038.21, 3717477.270.004363878 8.41218E-05 2.9E-06 5.6E-08 4.5E-08 2.1E-08 6.6E-08 2.2E-08 80 UCART1 483088.21 3717477.27 483088.21, 3717477.270.00626242 0.000113495 4.1E-06 7.5E-08 6.5E-08 2.8E-08 9.3E-08 3.0E-08 81 UCART1 483138.21 3717477.27 483138.21, 3717477.270.008800961 0.000149934 5.8E-06 9.9E-08 9.2E-08 3.7E-08 1.3E-07 3.9E-08 82 UCART1 483188.21 3717477.27 483188.21, 3717477.270.011251956 0.000183518 7.4E-06 1.2E-07 1.2E-07 4.6E-08 1.6E-07 4.8E-08 83 UCART1 483238.21 3717477.27 483238.21, 3717477.270.01191043 0.000188534 7.9E-06 1.2E-07 1.2E-07 4.7E-08 1.7E-07 4.9E-08 84 UCART1 483288.21 3717477.27 483288.21, 3717477.270.010290388 0.000162568 6.8E-06 1.1E-07 1.1E-07 4.1E-08 1.5E-07 4.2E-08 85 UCART1 483338.21 3717477.27 483338.21, 3717477.270.007765004 0.000126053 5.1E-06 8.3E-08 8.1E-08 3.1E-08 1.1E-07 3.3E-08 86 UCART1 483388.21 3717477.27 483388.21, 3717477.270.005555846 9.48778E-05 3.7E-06 6.3E-08 5.8E-08 2.4E-08 8.1E-08 2.5E-08 87 UCART1 483438.21 3717477.27 483438.21, 3717477.270.003970119 7.20413E-05 2.6E-06 4.8E-08 4.1E-08 1.8E-08 5.9E-08 1.9E-08 88 UCART1 483488.21 3717477.27 483488.21, 3717477.270.002899123 5.59927E-05 1.9E-06 3.7E-08 3.0E-08 1.4E-08 4.4E-08 1.5E-08 89 UCART1 483538.21 3717477.27 483538.21, 3717477.270.002179113 4.46594E-05 1.4E-06 3.0E-08 2.3E-08 1.1E-08 3.4E-08 1.2E-08 90 UCART1 483588.21 3717477.27 483588.21, 3717477.270.00168669 3.64259E-05 1.1E-06 2.4E-08 1.8E-08 9.1E-09 2.7E-08 9.5E-09 91 UCART1 482838.21 3717527.27 482838.21, 3717527.270.00145174 3.437E-05 9.6E-07 2.3E-08 1.5E-08 8.6E-09 2.4E-08 8.9E-09 92 UCART1 482888.21 3717527.27 482888.21, 3717527.270.001904484 4.30899E-05 1.3E-06 2.9E-08 2.0E-08 1.1E-08 3.1E-08 1.1E-08 93 UCART1 482938.21 3717527.27 482938.21, 3717527.270.002608531 5.54954E-05 1.7E-06 3.7E-08 2.7E-08 1.4E-08 4.1E-08 1.4E-08 94 UCART1 483138.21 3717527.27 483138.21, 3717527.270.016370251 0.000254251 1.1E-05 1.7E-07 1.7E-07 6.3E-08 2.3E-07 6.6E-08 95 UCART1 483188.21 3717527.27 483188.21, 3717527.270.02598869 0.000374455 1.7E-05 2.5E-07 2.7E-07 9.3E-08 3.6E-07 9.7E-08 96 UCART1 483238.21 3717527.27 483238.21, 3717527.270.02775099 0.000387351 1.8E-05 2.6E-07 2.9E-07 9.7E-08 3.9E-07 1.0E-07 97 UCART1 483288.21 3717527.27 483288.21, 3717527.270.019795222 0.000280198 1.3E-05 1.9E-07 2.1E-07 7.0E-08 2.8E-07 7.3E-08 98 UCART1 483338.21 3717527.27 483338.21, 3717527.270.01208883 0.00018104 8.0E-06 1.2E-07 1.3E-07 4.5E-08 1.7E-07 4.7E-08 99 UCART1 483388.21 3717527.27 483388.21, 3717527.270.007417697 0.000121149 4.9E-06 8.0E-08 7.7E-08 3.0E-08 1.1E-07 3.1E-08 100 UCART1 483438.21 3717527.27 483438.21, 3717527.270.004703556 8.53753E-05 3.1E-06 5.6E-08 4.9E-08 2.1E-08 7.0E-08 2.2E-08 101 UCART1 483488.21 3717527.27 483488.21, 3717527.270.003264747 6.38391E-05 2.2E-06 4.2E-08 3.4E-08 1.6E-08 5.0E-08 1.7E-08 102 UCART1 483538.21 3717527.27 483538.21, 3717527.270.002386705 4.97299E-05 1.6E-06 3.3E-08 2.5E-08 1.2E-08 3.7E-08 1.3E-08 103 UCART1 483588.21 3717527.27 483588.21, 3717527.270.001804016 3.99771E-05 1.2E-06 2.6E-08 1.9E-08 1.0E-08 2.9E-08 1.0E-08 104 UCART1 483638.21 3717527.27 483638.21, 3717527.270.001412084 3.29555E-05 9.3E-07 2.2E-08 1.5E-08 8.2E-09 2.3E-08 8.6E-09 105 UCART1 482838.21 3717577.27 482838.21, 3717577.270.00150512 3.57027E-05 1.0E-06 2.4E-08 1.6E-08 8.9E-09 2.5E-08 9.3E-09 106 UCART1 482888.21 3717577.27 482888.21, 3717577.270.002043569 4.54977E-05 1.4E-06 3.0E-08 2.1E-08 1.1E-08 3.3E-08 1.2E-08 107 UCART1 482938.21 3717577.27 482938.21, 3717577.270.002884043 5.98371E-05 1.9E-06 4.0E-08 3.0E-08 1.5E-08 4.5E-08 1.6E-08 108 UCART1 482988.21 3717577.27 482988.21, 3717577.270.004359314 8.30556E-05 2.9E-06 5.5E-08 4.5E-08 2.1E-08 6.6E-08 2.2E-08 109 UCART1 483038.21 3717577.27 483038.21, 3717577.270.007266848 0.000125945 4.8E-06 8.3E-08 7.6E-08 3.1E-08 1.1E-07 3.3E-08 110 UCART1 483088.21 3717577.27 483088.21, 3717577.270.013951455 0.000215644 9.2E-06 1.4E-07 1.5E-07 5.4E-08 2.0E-07 5.6E-08 111 UCART1 483136.15 3717594.45 483136.15, 3717594.450.040255828 0.000513606 2.7E-05 3.4E-07 4.2E-07 1.3E-07 5.5E-07 1.3E-07 112 UCART1 483288.21 3717577.27 483288.21, 3717577.270.04466676 0.000531882 3.0E-05 3.5E-07 4.6E-07 1.3E-07 6.0E-07 1.4E-07 113 UCART1 483338.21 3717577.27 483338.21, 3717577.270.018357607 0.000253385 1.2E-05 1.7E-07 1.9E-07 6.3E-08 2.5E-07 6.6E-08 114 UCART1 483388.21 3717577.27 483388.21, 3717577.270.009405394 0.000149073 6.2E-06 9.9E-08 9.8E-08 3.7E-08 1.3E-07 3.9E-08 115 UCART1 483438.21 3717577.27 483438.21, 3717577.270.005418168 9.8631E-05 3.6E-06 6.5E-08 5.6E-08 2.5E-08 8.1E-08 2.6E-08 116 UCART1 483488.21 3717577.27 483488.21, 3717577.270.003504853 7.08747E-05 2.3E-06 4.7E-08 3.6E-08 1.8E-08 5.4E-08 1.8E-08 117 UCART1 483538.21 3717577.27 483538.21, 3717577.270.002510282 5.47383E-05 1.7E-06 3.6E-08 2.6E-08 1.4E-08 4.0E-08 1.4E-08 118 UCART1 483588.21 3717577.27 483588.21, 3717577.270.001893945 4.39012E-05 1.3E-06 2.9E-08 2.0E-08 1.1E-08 3.1E-08 1.1E-08 119 UCART1 483638.21 3717577.27 483638.21, 3717577.270.001469861 3.61532E-05 9.7E-07 2.4E-08 1.5E-08 9.0E-09 2.4E-08 9.4E-09 120 UCART1 482838.21 3717627.27 482838.21, 3717627.270.001541413 3.6141E-05 1.0E-06 2.4E-08 1.6E-08 9.0E-09 2.5E-08 9.4E-09 121 UCART1 482888.21 3717627.27 482888.21, 3717627.270.002117688 4.627E-05 1.4E-06 3.1E-08 2.2E-08 1.2E-08 3.4E-08 1.2E-08 122 UCART1 482938.21 3717627.27 482938.21, 3717627.270.003031063 6.15061E-05 2.0E-06 4.1E-08 3.2E-08 1.5E-08 4.7E-08 1.6E-08 123 UCART1 482988.21 3717627.27 482988.21, 3717627.270.004695778 8.71876E-05 3.1E-06 5.8E-08 4.9E-08 2.2E-08 7.1E-08 2.3E-08 124 UCART1 483038.21 3717627.27 483038.21, 3717627.270.008236524 0.000134865 5.4E-06 8.9E-08 8.6E-08 3.4E-08 1.2E-07 3.5E-08 125 UCART1 483088.21 3717627.27 483088.21, 3717627.270.017753805 0.000244237 1.2E-05 1.6E-07 1.8E-07 6.1E-08 2.5E-07 6.3E-08 126 UCART1 483128.59 3717627.96 483128.59, 3717627.960.044660099 0.000492126 3.0E-05 3.3E-07 4.6E-07 1.2E-07 5.9E-07 1.3E-07 127 UCART1 483288.21 3717627.27 483288.21, 3717627.270.091901126 0.000718451 6.1E-05 4.8E-07 9.6E-07 1.8E-07 1.1E-06 1.9E-07 128 UCART1 483438.21 3717627.27 483438.21, 3717627.270.006057355 0.000121327 4.0E-06 8.0E-08 6.3E-08 3.0E-08 9.3E-08 3.2E-08 129 UCART1 483488.21 3717627.27 483488.21, 3717627.270.003774774 8.25804E-05 2.5E-06 5.5E-08 3.9E-08 2.1E-08 6.0E-08 2.1E-08 130 UCART1 483538.21 3717627.27 483538.21, 3717627.270.00259319 6.19906E-05 1.7E-06 4.1E-08 2.7E-08 1.5E-08 4.2E-08 1.6E-08 131 UCART1 483588.21 3717627.27 483588.21, 3717627.270.00192872 4.98939E-05 1.3E-06 3.3E-08 2.0E-08 1.2E-08 3.3E-08 1.3E-08 132 UCART1 483638.21 3717627.27 483638.21, 3717627.270.001514311 4.17008E-05 1.0E-06 2.8E-08 1.6E-08 1.0E-08 2.6E-08 1.1E-08 133 UCART1 482838.21 3717677.27 482838.21, 3717677.270.001548085 3.56093E-05 1.0E-06 2.4E-08 1.6E-08 8.9E-09 2.5E-08 9.3E-09 134 UCART1 482888.21 3717677.27 482888.21, 3717677.270.002113089 4.52678E-05 1.4E-06 3.0E-08 2.2E-08 1.1E-08 3.3E-08 1.2E-08 135 UCART1 482938.21 3717677.27 482938.21, 3717677.270.003013523 5.9824E-05 2.0E-06 4.0E-08 3.1E-08 1.5E-08 4.6E-08 1.6E-08 136 UCART1 482988.21 3717677.27 482988.21, 3717677.270.004552538 8.32214E-05 3.0E-06 5.5E-08 4.7E-08 2.1E-08 6.8E-08 2.2E-08 137 UCART1 483038.21 3717677.27 483038.21, 3717677.270.007836966 0.000125164 5.2E-06 8.3E-08 8.1E-08 3.1E-08 1.1E-07 3.3E-08 138 UCART1 483088.21 3717677.27 483088.21, 3717677.270.017161045 0.000213997 1.1E-05 1.4E-07 1.8E-07 5.3E-08 2.3E-07 5.6E-08 139 UCART1 483115.53 3717668.34 483115.53, 3717668.340.032117098 0.000326299 2.1E-05 2.2E-07 3.3E-07 8.1E-08 4.2E-07 8.5E-08 140 UCART1 483288.21 3717677.27 483288.21, 3717677.270.077416734 0.000490058 5.1E-05 3.2E-07 8.0E-07 1.2E-07 9.3E-07 1.3E-07 141 UCART1 483338.21 3717677.27 483338.21, 3717677.270.02291417 0.000249352 1.5E-05 1.6E-07 2.4E-07 6.2E-08 3.0E-07 6.5E-08 142 UCART1 483388.21 3717677.27 483388.21, 3717677.270.010895846 0.000156123 7.2E-06 1.0E-07 1.1E-07 3.9E-08 1.5E-07 4.1E-08 143 UCART1 483438.21 3717677.27 483438.21, 3717677.270.006196762 0.0001194 4.1E-06 7.9E-08 6.4E-08 3.0E-08 9.4E-08 3.1E-08 144 UCART1 483688.21 3717677.27 483688.21, 3717677.270.001217697 6.02933E-05 8.1E-07 4.0E-08 1.3E-08 1.5E-08 2.8E-08 1.6E-08 145 UCART1 482838.21 3717727.27 482838.21, 3717727.270.001498581 3.40876E-05 9.9E-07 2.3E-08 1.6E-08 8.5E-09 2.4E-08 8.9E-09 146 UCART1 482888.21 3717727.27 482888.21, 3717727.270.002033378 4.2783E-05 1.3E-06 2.8E-08 2.1E-08 1.1E-08 3.2E-08 1.1E-08 147 UCART1 482938.21 3717727.27 482938.21, 3717727.270.002824301 5.53847E-05 1.9E-06 3.7E-08 2.9E-08 1.4E-08 4.3E-08 1.4E-08 148 UCART1 482988.21 3717727.27 482988.21, 3717727.270.003954982 6.93526E-05 2.6E-06 4.6E-08 4.1E-08 1.7E-08 5.8E-08 1.8E-08 149 UCART1 483038.21 3717727.27 483038.21, 3717727.270.006549021 0.000101481 4.3E-06 6.7E-08 6.8E-08 2.5E-08 9.3E-08 2.6E-08 150 UCART1 483088.21 3717727.27 483088.21, 3717727.270.01273206 0.000158531 8.4E-06 1.0E-07 1.3E-07 4.0E-08 1.7E-07 4.1E-08 151 UCART1 483138.21 3717727.27 483138.21, 3717727.270.026066275 0.000244001 1.7E-05 1.6E-07 2.7E-07 6.1E-08 3.3E-07 6.3E-08 152 UCART1 483188.21 3717727.27 483188.21, 3717727.270.048182674 0.000339742 3.2E-05 2.2E-07 5.0E-07 8.5E-08 5.9E-07 8.8E-08 153 UCART1 483238.21 3717727.27 483238.21, 3717727.270.053879471 0.000349593 3.6E-05 2.3E-07 5.6E-07 8.7E-08 6.5E-07 9.1E-08 154 UCART1 483288.21 3717727.27 483288.21, 3717727.270.032134802 0.00026369 2.1E-05 1.7E-07 3.3E-07 6.6E-08 4.0E-07 6.9E-08 155 UCART1 483338.21 3717727.27 483338.21, 3717727.270.016631708 0.000180027 1.1E-05 1.2E-07 1.7E-07 4.5E-08 2.2E-07 4.7E-08 156 UCART1 483388.21 3717727.27 483388.21, 3717727.270.009386091 0.000125169 6.2E-06 8.3E-08 9.8E-08 3.1E-08 1.3E-07 3.3E-08 157 UCART1 483438.21 3717727.27 483438.21, 3717727.270.005789721 9.25376E-05 3.8E-06 6.1E-08 6.0E-08 2.3E-08 8.3E-08 2.4E-08 158 UCART1 483538.21 3717727.27 483538.21, 3717727.270.00270575 6.25726E-05 1.8E-06 4.1E-08 2.8E-08 1.6E-08 4.4E-08 1.6E-08 159 UCART1 483588.21 3717727.27 483588.21, 3717727.270.001985687 5.55025E-05 1.3E-06 3.7E-08 2.1E-08 1.4E-08 3.4E-08 1.4E-08 160 UCART1 483638.21 3717727.27 483638.21, 3717727.270.001529478 4.90785E-05 1.0E-06 3.2E-08 1.6E-08 1.2E-08 2.8E-08 1.3E-08 161 UCART1 483688.21 3717727.27 483688.21, 3717727.270.00122003 4.17783E-05 8.1E-07 2.8E-08 1.3E-08 1.0E-08 2.3E-08 1.1E-08 162 UCART1 482838.21 3717777.27 482838.21, 3717777.270.001387943 3.0228E-05 9.2E-07 2.0E-08 1.4E-08 7.5E-09 2.2E-08 7.9E-09 163 UCART1 482888.21 3717777.27 482888.21, 3717777.270.001862326 3.92559E-05 1.2E-06 2.6E-08 1.9E-08 9.8E-09 2.9E-08 1.0E-08 164 UCART1 482938.21 3717777.27 482938.21, 3717777.270.00246795 4.75347E-05 1.6E-06 3.1E-08 2.6E-08 1.2E-08 3.8E-08 1.2E-08 165 UCART1 482988.21 3717777.27 482988.21, 3717777.270.003504673 6.2065E-05 2.3E-06 4.1E-08 3.6E-08 1.5E-08 5.2E-08 1.6E-08 166 UCART1 483038.21 3717777.27 483038.21, 3717777.270.005357247 8.44987E-05 3.5E-06 5.6E-08 5.6E-08 2.1E-08 7.7E-08 2.2E-08 167 UCART1 483088.21 3717777.27 483088.21, 3717777.270.008487783 0.00011269 5.6E-06 7.5E-08 8.8E-08 2.8E-08 1.2E-07 2.9E-08 168 UCART1 483138.21 3717777.27 483138.21, 3717777.270.012837891 0.000146468 8.5E-06 9.7E-08 1.3E-07 3.7E-08 1.7E-07 3.8E-08 169 UCART1 483188.21 3717777.27 483188.21, 3717777.270.017202063 0.000173422 1.1E-05 1.1E-07 1.8E-07 4.3E-08 2.2E-07 4.5E-08 170 UCART1 483238.21 3717777.27 483238.21, 3717777.270.018087893 0.000175344 1.2E-05 1.2E-07 1.9E-07 4.4E-08 2.3E-07 4.6E-08 171 UCART1 483288.21 3717777.27 483288.21, 3717777.270.014928457 0.00015391 9.9E-06 1.0E-07 1.6E-07 3.8E-08 1.9E-07 4.0E-08 172 UCART1 483338.21 3717777.27 483338.21, 3717777.270.010659596 0.000124061 7.1E-06 8.2E-08 1.1E-07 3.1E-08 1.4E-07 3.2E-08 173 UCART1 483388.21 3717777.27 483388.21, 3717777.270.007240217 9.66903E-05 4.8E-06 6.4E-08 7.5E-08 2.4E-08 9.9E-08 2.5E-08 174 UCART1 483438.21 3717777.27 483438.21, 3717777.270.004988261 7.59548E-05 3.3E-06 5.0E-08 5.2E-08 1.9E-08 7.1E-08 2.0E-08 175 UCART1 483538.21 3717777.27 483538.21, 3717777.270.002588073 5.04652E-05 1.7E-06 3.3E-08 2.7E-08 1.3E-08 4.0E-08 1.3E-08 176 UCART1 483588.21 3717777.27 483588.21, 3717777.270.001952685 4.26531E-05 1.3E-06 2.8E-08 2.0E-08 1.1E-08 3.1E-08 1.1E-08 177 UCART1 483638.21 3717777.27 483638.21, 3717777.270.001521771 3.65106E-05 1.0E-06 2.4E-08 1.6E-08 9.1E-09 2.5E-08 9.5E-09 178 UCART1 483688.21 3717777.27 483688.21, 3717777.270.00122107 3.12853E-05 8.1E-07 2.1E-08 1.3E-08 7.8E-09 2.1E-08 8.1E-09 179 UCART1 482838.21 3717827.27 482838.21, 3717827.270.001291732 2.7798E-05 8.5E-07 1.8E-08 1.3E-08 6.9E-09 2.0E-08 7.2E-09 180 UCART1 482888.21 3717827.27 482888.21, 3717827.270.001688298 3.50362E-05 1.1E-06 2.3E-08 1.8E-08 8.7E-09 2.6E-08 9.1E-09 181 UCART1 482938.21 3717827.27 482938.21, 3717827.270.002130985 4.16766E-05 1.4E-06 2.8E-08 2.2E-08 1.0E-08 3.3E-08 1.1E-08 182 UCART1 482988.21 3717827.27 482988.21, 3717827.270.002954413 5.41191E-05 2.0E-06 3.6E-08 3.1E-08 1.4E-08 4.4E-08 1.4E-08 183 UCART1 483038.21 3717827.27 483038.21, 3717827.270.004147714 6.76379E-05 2.7E-06 4.5E-08 4.3E-08 1.7E-08 6.0E-08 1.8E-08 184 UCART1 483088.21 3717827.27 483088.21, 3717827.270.005660076 8.15291E-05 3.7E-06 5.4E-08 5.9E-08 2.0E-08 7.9E-08 2.1E-08 185 UCART1 483138.21 3717827.27 483138.21, 3717827.270.007168199 9.81912E-05 4.7E-06 6.5E-08 7.5E-08 2.5E-08 9.9E-08 2.6E-08 186 UCART1 483188.21 3717827.27 483188.21, 3717827.270.008493914 0.000106226 5.6E-06 7.0E-08 8.8E-08 2.7E-08 1.1E-07 2.8E-08 187 UCART1 483238.21 3717827.27 483238.21, 3717827.270.008767813 0.000107029 5.8E-06 7.1E-08 9.1E-08 2.7E-08 1.2E-07 2.8E-08 188 UCART1 483288.21 3717827.27 483288.21, 3717827.270.008032232 9.73169E-05 5.3E-06 6.4E-08 8.4E-08 2.4E-08 1.1E-07 2.5E-08 189 UCART1 483338.21 3717827.27 483338.21, 3717827.270.006742974 8.63893E-05 4.5E-06 5.7E-08 7.0E-08 2.2E-08 9.2E-08 2.2E-08 190 UCART1 483388.21 3717827.27 483388.21, 3717827.270.00528064 7.32272E-05 3.5E-06 4.8E-08 5.5E-08 1.8E-08 7.3E-08 1.9E-08 191 UCART1 483438.21 3717827.27 483438.21, 3717827.270.004034442 6.15346E-05 2.7E-06 4.1E-08 4.2E-08 1.5E-08 5.7E-08 1.6E-08 192 UCART1 483488.21 3717827.27 483488.21, 3717827.270.003070967 5.15453E-05 2.0E-06 3.4E-08 3.2E-08 1.3E-08 4.5E-08 1.3E-08 193 UCART1 483538.21 3717827.27 483538.21, 3717827.270.002362531 4.34795E-05 1.6E-06 2.9E-08 2.5E-08 1.1E-08 3.5E-08 1.1E-08 194 UCART1 483588.21 3717827.27 483588.21, 3717827.270.001851781 3.6801E-05 1.2E-06 2.4E-08 1.9E-08 9.2E-09 2.8E-08 9.6E-09 195 UCART1 483638.21 3717827.27 483638.21, 3717827.270.001479159 3.1591E-05 9.8E-07 2.1E-08 1.5E-08 7.9E-09 2.3E-08 8.2E-09 196 UCART1 483688.21 3717827.27 483688.21, 3717827.270.001205077 2.72303E-05 8.0E-07 1.8E-08 1.3E-08 6.8E-09 1.9E-08 7.1E-09 197 UCART1 483738.21 3717827.27 483738.21, 3717827.270.001004878 2.3484E-05 6.6E-07 1.6E-08 1.0E-08 5.9E-09 1.6E-08 6.1E-09 198 UCART1 483788.21 3717827.27 483788.21, 3717827.270.00084854 2.02655E-05 5.6E-07 1.3E-08 8.8E-09 5.1E-09 1.4E-08 5.3E-09 199 UCART1 482838.21 3717877.27 482838.21, 3717877.270.001194258 2.5671E-05 7.9E-07 1.7E-08 1.2E-08 6.4E-09 1.9E-08 6.7E-09 200 UCART1 482888.21 3717877.27 482888.21, 3717877.270.00151391 3.13585E-05 1.0E-06 2.1E-08 1.6E-08 7.8E-09 2.4E-08 8.2E-09 201 UCART1 482938.21 3717877.27 482938.21, 3717877.270.001864083 3.89814E-05 1.2E-06 2.6E-08 1.9E-08 9.7E-09 2.9E-08 1.0E-08 202 UCART1 482988.21 3717877.27 482988.21, 3717877.270.002436344 4.82662E-05 1.6E-06 3.2E-08 2.5E-08 1.2E-08 3.7E-08 1.3E-08 203 UCART1 483038.21 3717877.27 483038.21, 3717877.270.003157023 5.51017E-05 2.1E-06 3.6E-08 3.3E-08 1.4E-08 4.7E-08 1.4E-08 204 UCART1 483088.21 3717877.27 483088.21, 3717877.270.003869766 6.4088E-05 2.6E-06 4.2E-08 4.0E-08 1.6E-08 5.6E-08 1.7E-08 205 UCART1 483138.21 3717877.27 483138.21, 3717877.270.004392028 7.22478E-05 2.9E-06 4.8E-08 4.6E-08 1.8E-08 6.4E-08 1.9E-08 206 UCART1 483188.21 3717877.27 483188.21, 3717877.270.004943914 7.19483E-05 3.3E-06 4.8E-08 5.1E-08 1.8E-08 6.9E-08 1.9E-08 207 UCART1 483238.21 3717877.27 483238.21, 3717877.270.005152393 7.32623E-05 3.4E-06 4.8E-08 5.4E-08 1.8E-08 7.2E-08 1.9E-08 208 UCART1 483288.21 3717877.27 483288.21, 3717877.270.004876531 6.70222E-05 3.2E-06 4.4E-08 5.1E-08 1.7E-08 6.7E-08 1.7E-08 209 UCART1 483338.21 3717877.27 483338.21, 3717877.270.004411857 6.13398E-05 2.9E-06 4.1E-08 4.6E-08 1.5E-08 6.1E-08 1.6E-08 210 UCART1 483388.21 3717877.27 483388.21, 3717877.270.003800705 5.51583E-05 2.5E-06 3.6E-08 4.0E-08 1.4E-08 5.3E-08 1.4E-08 211 UCART1 483438.21 3717877.27 483438.21, 3717877.270.003151548 4.87276E-05 2.1E-06 3.2E-08 3.3E-08 1.2E-08 4.5E-08 1.3E-08 212 UCART1 483488.21 3717877.27 483488.21, 3717877.270.002544452 4.23741E-05 1.7E-06 2.8E-08 2.6E-08 1.1E-08 3.7E-08 1.1E-08 213 UCART1 483538.21 3717877.27 483538.21, 3717877.270.002061246 3.70622E-05 1.4E-06 2.5E-08 2.1E-08 9.2E-09 3.1E-08 9.6E-09 214 UCART1 483588.21 3717877.27 483588.21, 3717877.270.001686241 3.25017E-05 1.1E-06 2.2E-08 1.8E-08 8.1E-09 2.6E-08 8.4E-09 215 UCART1 483638.21 3717877.27 483638.21, 3717877.270.001393238 2.84419E-05 9.2E-07 1.9E-08 1.4E-08 7.1E-09 2.2E-08 7.4E-09 216 UCART1 483688.21 3717877.27 483688.21, 3717877.270.001163662 2.44681E-05 7.7E-07 1.6E-08 1.2E-08 6.1E-09 1.8E-08 6.4E-09 217 UCART1 483738.21 3717877.27 483738.21, 3717877.270.000981825 2.13706E-05 6.5E-07 1.4E-08 1.0E-08 5.3E-09 1.6E-08 5.6E-09 218 UCART1 483788.21 3717877.27 483788.21, 3717877.270.000834835 1.87081E-05 5.5E-07 1.2E-08 8.7E-09 4.7E-09 1.3E-08 4.9E-09 219 UCART1 482838.21 3717927.27 482838.21, 3717927.270.001089706 2.40724E-05 7.2E-07 1.6E-08 1.1E-08 6.0E-09 1.7E-08 6.3E-09 220 UCART1 482888.21 3717927.27 482888.21, 3717927.270.001327168 2.94713E-05 8.8E-07 1.9E-08 1.4E-08 7.4E-09 2.1E-08 7.7E-09 221 UCART1 482938.21 3717927.27 482938.21, 3717927.270.001584287 3.68232E-05 1.0E-06 2.4E-08 1.6E-08 9.2E-09 2.6E-08 9.6E-09 222 UCART1 482988.21 3717927.27 482988.21, 3717927.270.001982295 4.36881E-05 1.3E-06 2.9E-08 2.1E-08 1.1E-08 3.2E-08 1.1E-08 223 UCART1 483038.21 3717927.27 483038.21, 3717927.270.00239694 4.67602E-05 1.6E-06 3.1E-08 2.5E-08 1.2E-08 3.7E-08 1.2E-08 224 UCART1 483088.21 3717927.27 483088.21, 3717927.270.002708837 5.4234E-05 1.8E-06 3.6E-08 2.8E-08 1.4E-08 4.2E-08 1.4E-08 225 UCART1 483138.21 3717927.27 483138.21, 3717927.270.002970962 5.4852E-05 2.0E-06 3.6E-08 3.1E-08 1.4E-08 4.5E-08 1.4E-08 226 UCART1 483188.21 3717927.27 483188.21, 3717927.270.003269156 5.27804E-05 2.2E-06 3.5E-08 3.4E-08 1.3E-08 4.7E-08 1.4E-08 227 UCART1 483238.21 3717927.27 483238.21, 3717927.270.003325021 5.19271E-05 2.2E-06 3.4E-08 3.5E-08 1.3E-08 4.8E-08 1.3E-08 228 UCART1 483288.21 3717927.27 483288.21, 3717927.270.003211505 4.90079E-05 2.1E-06 3.2E-08 3.3E-08 1.2E-08 4.6E-08 1.3E-08 229 UCART1 483338.21 3717927.27 483338.21, 3717927.270.003031895 4.59052E-05 2.0E-06 3.0E-08 3.2E-08 1.1E-08 4.3E-08 1.2E-08 230 UCART1 483388.21 3717927.27 483388.21, 3717927.270.002766987 4.24946E-05 1.8E-06 2.8E-08 2.9E-08 1.1E-08 3.9E-08 1.1E-08 231 UCART1 483438.21 3717927.27 483438.21, 3717927.270.002441935 3.88163E-05 1.6E-06 2.6E-08 2.5E-08 9.7E-09 3.5E-08 1.0E-08 232 UCART1 483488.21 3717927.27 483488.21, 3717927.270.002074818 3.38401E-05 1.4E-06 2.2E-08 2.2E-08 8.4E-09 3.0E-08 8.8E-09 233 UCART1 483538.21 3717927.27 483538.21, 3717927.270.00175842 3.02841E-05 1.2E-06 2.0E-08 1.8E-08 7.6E-09 2.6E-08 7.9E-09 234 UCART1 483588.21 3717927.27 483588.21, 3717927.270.001495672 2.76977E-05 9.9E-07 1.8E-08 1.6E-08 6.9E-09 2.2E-08 7.2E-09 235 UCART1 483638.21 3717927.27 483638.21, 3717927.270.001285129 2.52437E-05 8.5E-07 1.7E-08 1.3E-08 6.3E-09 2.0E-08 6.6E-09 236 UCART1 483688.21 3717927.27 483688.21, 3717927.270.001099378 2.2289E-05 7.3E-07 1.5E-08 1.1E-08 5.6E-09 1.7E-08 5.8E-09 237 UCART1 483738.21 3717927.27 483738.21, 3717927.270.000942704 1.95823E-05 6.2E-07 1.3E-08 9.8E-09 4.9E-09 1.5E-08 5.1E-09 238 UCART1 483788.21 3717927.27 483788.21, 3717927.270.000811951 1.73574E-05 5.4E-07 1.1E-08 8.4E-09 4.3E-09 1.3E-08 4.5E-09 239 UCART1 482838.21 3717977.27 482838.21, 3717977.270.000997463 2.32547E-05 6.6E-07 1.5E-08 1.0E-08 5.8E-09 1.6E-08 6.0E-09 240 UCART1 482888.21 3717977.27 482888.21, 3717977.270.001188848 2.78434E-05 7.9E-07 1.8E-08 1.2E-08 6.9E-09 1.9E-08 7.2E-09 241 UCART1 482938.21 3717977.27 482938.21, 3717977.270.001381225 3.41489E-05 9.1E-07 2.3E-08 1.4E-08 8.5E-09 2.3E-08 8.9E-09 242 UCART1 482988.21 3717977.27 482988.21, 3717977.270.001620671 3.84722E-05 1.1E-06 2.5E-08 1.7E-08 9.6E-09 2.6E-08 1.0E-08 243 UCART1 483038.21 3717977.27 483038.21, 3717977.270.001851866 4.08569E-05 1.2E-06 2.7E-08 1.9E-08 1.0E-08 2.9E-08 1.1E-08 244 UCART1 483088.21 3717977.27 483088.21, 3717977.270.002019989 4.33489E-05 1.3E-06 2.9E-08 2.1E-08 1.1E-08 3.2E-08 1.1E-08 245 UCART1 483138.21 3717977.27 483138.21, 3717977.270.002153532 4.24711E-05 1.4E-06 2.8E-08 2.2E-08 1.1E-08 3.3E-08 1.1E-08 246 UCART1 483188.21 3717977.27 483188.21, 3717977.270.00224677 4.04717E-05 1.5E-06 2.7E-08 2.3E-08 1.0E-08 3.3E-08 1.1E-08 247 UCART1 483238.21 3717977.27 483238.21, 3717977.270.002256287 3.82875E-05 1.5E-06 2.5E-08 2.3E-08 9.6E-09 3.3E-08 1.0E-08 248 UCART1 483288.21 3717977.27 483288.21, 3717977.270.002250926 3.68639E-05 1.5E-06 2.4E-08 2.3E-08 9.2E-09 3.3E-08 9.6E-09 249 UCART1 483338.21 3717977.27 483338.21, 3717977.270.002179968 3.49655E-05 1.4E-06 2.3E-08 2.3E-08 8.7E-09 3.1E-08 9.1E-09 250 UCART1 483388.21 3717977.27 483388.21, 3717977.270.002059191 3.28698E-05 1.4E-06 2.2E-08 2.1E-08 8.2E-09 3.0E-08 8.5E-09 251 UCART1 483438.21 3717977.27 483438.21, 3717977.270.001896035 3.06595E-05 1.3E-06 2.0E-08 2.0E-08 7.7E-09 2.7E-08 8.0E-09 252 UCART1 483488.21 3717977.27 483488.21, 3717977.270.001707225 2.8426E-05 1.1E-06 1.9E-08 1.8E-08 7.1E-09 2.5E-08 7.4E-09 253 UCART1 483538.21 3717977.27 483538.21, 3717977.270.001510209 2.61516E-05 1.0E-06 1.7E-08 1.6E-08 6.5E-09 2.2E-08 6.8E-09 254 UCART1 483588.21 3717977.27 483588.21, 3717977.270.001332218 2.4469E-05 8.8E-07 1.6E-08 1.4E-08 6.1E-09 2.0E-08 6.4E-09 255 UCART1 483638.21 3717977.27 483638.21, 3717977.270.001173431 2.24153E-05 7.8E-07 1.5E-08 1.2E-08 5.6E-09 1.8E-08 5.8E-09 256 UCART1 483688.21 3717977.27 483688.21, 3717977.270.001018519 2.02026E-05 6.7E-07 1.3E-08 1.1E-08 5.0E-09 1.6E-08 5.3E-09 257 UCART1 483738.21 3717977.27 483738.21, 3717977.270.000874064 1.80665E-05 5.8E-07 1.2E-08 9.1E-09 4.5E-09 1.4E-08 4.7E-09 258 UCART1 483788.21 3717977.27 483788.21, 3717977.270.000769059 1.63137E-05 5.1E-07 1.1E-08 8.0E-09 4.1E-09 1.2E-08 4.2E-09 259 UCART1 482838.21 3718027.27 482838.21, 3718027.270.000901206 2.26468E-05 6.0E-07 1.5E-08 9.4E-09 5.7E-09 1.5E-08 5.9E-09 260 UCART1 482888.21 3718027.27 482888.21, 3718027.270.001034928 2.69823E-05 6.8E-07 1.8E-08 1.1E-08 6.7E-09 1.7E-08 7.0E-09 261 UCART1 482938.21 3718027.27 482938.21, 3718027.270.001172663 3.14991E-05 7.8E-07 2.1E-08 1.2E-08 7.9E-09 2.0E-08 8.2E-09 262 UCART1 482988.21 3718027.27 482988.21, 3718027.270.001313102 3.4871E-05 8.7E-07 2.3E-08 1.4E-08 8.7E-09 2.2E-08 9.1E-09 263 UCART1 483038.21 3718027.27 483038.21, 3718027.270.001437673 3.64321E-05 9.5E-07 2.4E-08 1.5E-08 9.1E-09 2.4E-08 9.5E-09 264 UCART1 483088.21 3718027.27 483088.21, 3718027.270.001530684 3.62252E-05 1.0E-06 2.4E-08 1.6E-08 9.0E-09 2.5E-08 9.4E-09 265 UCART1 483138.21 3718027.27 483138.21, 3718027.270.001597637 3.43153E-05 1.1E-06 2.3E-08 1.7E-08 8.6E-09 2.5E-08 8.9E-09 266 UCART1 483188.21 3718027.27 483188.21, 3718027.270.001631678 3.17761E-05 1.1E-06 2.1E-08 1.7E-08 7.9E-09 2.5E-08 8.3E-09 267 UCART1 483238.21 3718027.27 483238.21, 3718027.270.001641419 2.94447E-05 1.1E-06 1.9E-08 1.7E-08 7.3E-09 2.4E-08 7.7E-09 268 UCART1 483288.21 3718027.27 483288.21, 3718027.270.001652108 2.83731E-05 1.1E-06 1.9E-08 1.7E-08 7.1E-09 2.4E-08 7.4E-09 269 UCART1 483338.21 3718027.27 483338.21, 3718027.270.001626322 2.72113E-05 1.1E-06 1.8E-08 1.7E-08 6.8E-09 2.4E-08 7.1E-09 270 UCART1 483388.21 3718027.27 483388.21, 3718027.270.001570872 2.5915E-05 1.0E-06 1.7E-08 1.6E-08 6.5E-09 2.3E-08 6.7E-09 271 UCART1 483438.21 3718027.27 483438.21, 3718027.270.001490263 2.45878E-05 9.9E-07 1.6E-08 1.5E-08 6.1E-09 2.2E-08 6.4E-09 272 UCART1 483488.21 3718027.27 483488.21, 3718027.270.001389321 2.32903E-05 9.2E-07 1.5E-08 1.4E-08 5.8E-09 2.0E-08 6.1E-09 273 UCART1 483538.21 3718027.27 483538.21, 3718027.270.001278461 2.21985E-05 8.5E-07 1.5E-08 1.3E-08 5.5E-09 1.9E-08 5.8E-09 274 UCART1 483588.21 3718027.27 483588.21, 3718027.270.001156147 2.08272E-05 7.6E-07 1.4E-08 1.2E-08 5.2E-09 1.7E-08 5.4E-09 275 UCART1 483638.21 3718027.27 483638.21, 3718027.270.001039289 1.9588E-05 6.9E-07 1.3E-08 1.1E-08 4.9E-09 1.6E-08 5.1E-09 276 UCART1 483688.21 3718027.27 483688.21, 3718027.270.000913637 1.7443E-05 6.0E-07 1.2E-08 9.5E-09 4.4E-09 1.4E-08 4.5E-09 277 UCART1 483738.21 3718027.27 483738.21, 3718027.270.000795197 1.52357E-05 5.3E-07 1.0E-08 8.3E-09 3.8E-09 1.2E-08 4.0E-09 278 UCART1 483788.21 3718027.27 483788.21, 3718027.270.000706423 1.40163E-05 4.7E-07 9.3E-09 7.3E-09 3.5E-09 1.1E-08 3.6E-09 279 UCART2 483217.95 3717535.43 483217.95, 3717535.430.034701276 0.000473751 2.3E-05 3.1E-07 3.6E-07 1.2E-07 4.8E-07 1.2E-07 280 UCART3 483253.34 3717548.13 483253.34, 3717548.130.040280448 0.000523523 2.7E-05 3.5E-07 4.2E-07 1.3E-07 5.5E-07 1.4E-07 281 UCART4 483282.7 3717560.83 483282.7, 3717560.830.036579124 0.000462976 2.4E-05 3.1E-07 3.8E-07 1.2E-07 5.0E-07 1.2E-07 Residential DOSEair = (Cair*(BR/BW)*A*EF*10-6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor1 CPF 1.1 Cancer Potency Factor for DPM4 EF 0.68 Exposure frequency (350/year)2 AT 70 Averaging Time5 WAF 4.2 Worker Adjustment Factor10
10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion
3 Age BR/BW ASF FAH ED (Const) ED (Ops)
Worker 230 1 1 1 25
Worker (Combined) 230 1 1 1 24
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for DPM, OEHHA 2015, Table 7.1, page 7-5 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 1.1E-06 Rec#: 127
Location: 483288.21, 3717627.27
Worker Risk - Fueling
Concentration [ug/m^3]
Discrete Receptor ID Operations Worker Dose Worker Risk X Y X, Y Total Operations Operations
1 UCART1 482838.21 3717227.27 482838.21, 3717227.27 1.91168E-05 1.3E-08 4.3E-10 2 UCART1 482888.21 3717227.27 482888.21, 3717227.27 2.11306E-05 1.4E-08 4.8E-10 3 UCART1 482988.21 3717227.27 482988.21, 3717227.27 2.59278E-05 1.7E-08 5.9E-10 4 UCART1 483038.21 3717227.27 483038.21, 3717227.27 2.85758E-05 1.9E-08 6.5E-10 5 UCART1 483088.21 3717227.27 483088.21, 3717227.27 3.11016E-05 2.1E-08 7.1E-10 6 UCART1 483138.21 3717227.27 483138.21, 3717227.27 3.30263E-05 2.2E-08 7.5E-10 7 UCART1 483188.21 3717227.27 483188.21, 3717227.27 3.42876E-05 2.3E-08 7.8E-10 8 UCART1 483238.21 3717227.27 483238.21, 3717227.27 3.68458E-05 2.4E-08 8.4E-10 9 UCART1 483288.21 3717227.27 483288.21, 3717227.27 3.58255E-05 2.4E-08 8.1E-10 10 UCART1 483338.21 3717227.27 483338.21, 3717227.27 3.67475E-05 2.4E-08 8.3E-10 11 UCART1 483388.21 3717227.27 483388.21, 3717227.27 3.39019E-05 2.2E-08 7.7E-10 12 UCART1 483438.21 3717227.27 483438.21, 3717227.27 2.81784E-05 1.9E-08 6.4E-10 13 UCART1 483488.21 3717227.27 483488.21, 3717227.27 2.54981E-05 1.7E-08 5.8E-10 14 UCART1 483788.21 3717227.27 483788.21, 3717227.27 1.4029E-05 9.3E-09 3.2E-10 15 UCART1 482838.21 3717277.27 482838.21, 3717277.27 2.15344E-05 1.4E-08 4.9E-10 16 UCART1 482888.21 3717277.27 482888.21, 3717277.27 2.40802E-05 1.6E-08 5.5E-10 17 UCART1 482988.21 3717277.27 482988.21, 3717277.27 3.05509E-05 2.0E-08 6.9E-10 18 UCART1 483038.21 3717277.27 483038.21, 3717277.27 3.44115E-05 2.3E-08 7.8E-10 19 UCART1 483088.21 3717277.27 483088.21, 3717277.27 3.79552E-05 2.5E-08 8.6E-10 20 UCART1 483138.21 3717277.27 483138.21, 3717277.27 4.10567E-05 2.7E-08 9.3E-10 21 UCART1 483188.21 3717277.27 483188.21, 3717277.27 4.29157E-05 2.8E-08 9.7E-10 22 UCART1 483238.21 3717277.27 483238.21, 3717277.27 4.33348E-05 2.9E-08 9.8E-10 23 UCART1 483288.21 3717277.27 483288.21, 3717277.27 4.22052E-05 2.8E-08 9.6E-10 24 UCART1 483338.21 3717277.27 483338.21, 3717277.27 4.04196E-05 2.7E-08 9.2E-10 25 UCART1 483388.21 3717277.27 483388.21, 3717277.27 3.69257E-05 2.4E-08 8.4E-10 26 UCART1 483438.21 3717277.27 483438.21, 3717277.27 3.34558E-05 2.2E-08 7.6E-10 27 UCART1 483488.21 3717277.27 483488.21, 3717277.27 2.98246E-05 2.0E-08 6.8E-10 28 UCART1 483788.21 3717277.27 483788.21, 3717277.27 1.4945E-05 9.9E-09 3.4E-10 29 UCART1 482838.21 3717327.27 482838.21, 3717327.27 2.40834E-05 1.6E-08 5.5E-10 30 UCART1 482888.21 3717327.27 482888.21, 3717327.27 2.74965E-05 1.8E-08 6.2E-10 31 UCART1 483038.21 3717327.27 483038.21, 3717327.27 4.20355E-05 2.8E-08 9.5E-10 32 UCART1 483088.21 3717327.27 483088.21, 3717327.27 4.76208E-05 3.2E-08 1.1E-09 33 UCART1 483138.21 3717327.27 483138.21, 3717327.27 5.25262E-05 3.5E-08 1.2E-09 34 UCART1 483188.21 3717327.27 483188.21, 3717327.27 5.57248E-05 3.7E-08 1.3E-09 35 UCART1 483238.21 3717327.27 483238.21, 3717327.27 5.64379E-05 3.7E-08 1.3E-09 36 UCART1 483288.21 3717327.27 483288.21, 3717327.27 5.46116E-05 3.6E-08 1.2E-09 37 UCART1 483338.21 3717327.27 483338.21, 3717327.27 5.07142E-05 3.4E-08 1.2E-09 38 UCART1 483388.21 3717327.27 483388.21, 3717327.27 4.55932E-05 3.0E-08 1.0E-09 39 UCART1 483438.21 3717327.27 483438.21, 3717327.27 4.0107E-05 2.7E-08 9.1E-10 40 UCART1 483488.21 3717327.27 483488.21, 3717327.27 3.48235E-05 2.3E-08 7.9E-10 41 UCART1 483538.21 3717327.27 483538.21, 3717327.27 3.02427E-05 2.0E-08 6.9E-10 42 UCART1 483738.21 3717327.27 483738.21, 3717327.27 1.79684E-05 1.2E-08 4.1E-10 43 UCART1 483788.21 3717327.27 483788.21, 3717327.27 1.6034E-05 1.1E-08 3.6E-10 44 UCART1 482838.21 3717377.27 482838.21, 3717377.27 2.68326E-05 1.8E-08 6.1E-10 45 UCART1 482888.21 3717377.27 482888.21, 3717377.27 3.14137E-05 2.1E-08 7.1E-10 46 UCART1 483038.21 3717377.27 483038.21, 3717377.27 5.20383E-05 3.4E-08 1.2E-09 47 UCART1 483088.21 3717377.27 483088.21, 3717377.27 6.12109E-05 4.0E-08 1.4E-09 48 UCART1 483138.21 3717377.27 483138.21, 3717377.27 6.99128E-05 4.6E-08 1.6E-09 49 UCART1 483188.21 3717377.27 483188.21, 3717377.27 7.59597E-05 5.0E-08 1.7E-09 50 UCART1 483238.21 3717377.27 483238.21, 3717377.27 7.71821E-05 5.1E-08 1.8E-09 51 UCART1 483288.21 3717377.27 483288.21, 3717377.27 7.34116E-05 4.9E-08 1.7E-09 52 UCART1 483338.21 3717377.27 483338.21, 3717377.27 6.60633E-05 4.4E-08 1.5E-09 53 UCART1 483388.21 3717377.27 483388.21, 3717377.27 5.72175E-05 3.8E-08 1.3E-09 54 UCART1 483438.21 3717377.27 483438.21, 3717377.27 4.84716E-05 3.2E-08 1.1E-09 55 UCART1 483488.21 3717377.27 483488.21, 3717377.27 4.0885E-05 2.7E-08 9.3E-10 56 UCART1 483538.21 3717377.27 483538.21, 3717377.27 3.47266E-05 2.3E-08 7.9E-10 57 UCART1 483588.21 3717377.27 483588.21, 3717377.27 2.96151E-05 2.0E-08 6.7E-10 58 UCART1 483738.21 3717377.27 483738.21, 3717377.27 1.92781E-05 1.3E-08 4.4E-10 59 UCART1 483788.21 3717377.27 483788.21, 3717377.27 1.708E-05 1.1E-08 3.9E-10 60 UCART1 482838.21 3717427.27 482838.21, 3717427.27 2.96457E-05 2.0E-08 6.7E-10 61 UCART1 482888.21 3717427.27 482888.21, 3717427.27 3.55279E-05 2.4E-08 8.1E-10 62 UCART1 482988.21 3717427.27 482988.21, 3717427.27 5.30493E-05 3.5E-08 1.2E-09 63 UCART1 483038.21 3717427.27 483038.21, 3717427.27 6.59691E-05 4.4E-08 1.5E-09 64 UCART1 483088.21 3717427.27 483088.21, 3717427.27 8.18304E-05 5.4E-08 1.9E-09 65 UCART1 483138.21 3717427.27 483138.21, 3717427.27 9.84518E-05 6.5E-08 2.2E-09 66 UCART1 483188.21 3717427.27 483188.21, 3717427.27 0.000111132 7.4E-08 2.5E-09 67 UCART1 483238.21 3717427.27 483238.21, 3717427.27 0.000113767 7.5E-08 2.6E-09 68 UCART1 483288.21 3717427.27 483288.21, 3717427.27 0.000104962 6.9E-08 2.4E-09 69 UCART1 483338.21 3717427.27 483338.21, 3717427.27 8.91963E-05 5.9E-08 2.0E-09 70 UCART1 483388.21 3717427.27 483388.21, 3717427.27 7.30989E-05 4.8E-08 1.7E-09 71 UCART1 483438.21 3717427.27 483438.21, 3717427.27 5.91853E-05 3.9E-08 1.3E-09 72 UCART1 483488.21 3717427.27 483488.21, 3717427.27 4.81486E-05 3.2E-08 1.1E-09 73 UCART1 483538.21 3717427.27 483538.21, 3717427.27 3.95706E-05 2.6E-08 9.0E-10 74 UCART1 483588.21 3717427.27 483588.21, 3717427.27 3.29853E-05 2.2E-08 7.5E-10 75 UCART1 483738.21 3717427.27 483738.21, 3717427.27 2.06396E-05 1.4E-08 4.7E-10 76 UCART1 483788.21 3717427.27 483788.21, 3717427.27 1.80607E-05 1.2E-08 4.1E-10 77 UCART1 482838.21 3717477.27 482838.21, 3717477.27 3.22115E-05 2.1E-08 7.3E-10 78 UCART1 482988.21 3717477.27 482988.21, 3717477.27 6.34895E-05 4.2E-08 1.4E-09 79 UCART1 483038.21 3717477.27 483038.21, 3717477.27 8.41218E-05 5.6E-08 1.9E-09 80 UCART1 483088.21 3717477.27 483088.21, 3717477.27 0.000113495 7.5E-08 2.6E-09 81 UCART1 483138.21 3717477.27 483138.21, 3717477.27 0.000149934 9.9E-08 3.4E-09 82 UCART1 483188.21 3717477.27 483188.21, 3717477.27 0.000183518 1.2E-07 4.2E-09 83 UCART1 483238.21 3717477.27 483238.21, 3717477.27 0.000188534 1.2E-07 4.3E-09 84 UCART1 483288.21 3717477.27 483288.21, 3717477.27 0.000162568 1.1E-07 3.7E-09 85 UCART1 483338.21 3717477.27 483338.21, 3717477.27 0.000126053 8.3E-08 2.9E-09 86 UCART1 483388.21 3717477.27 483388.21, 3717477.27 9.48778E-05 6.3E-08 2.2E-09 87 UCART1 483438.21 3717477.27 483438.21, 3717477.27 7.20413E-05 4.8E-08 1.6E-09 88 UCART1 483488.21 3717477.27 483488.21, 3717477.27 5.59927E-05 3.7E-08 1.3E-09 89 UCART1 483538.21 3717477.27 483538.21, 3717477.27 4.46594E-05 3.0E-08 1.0E-09 90 UCART1 483588.21 3717477.27 483588.21, 3717477.27 3.64259E-05 2.4E-08 8.3E-10 91 UCART1 482838.21 3717527.27 482838.21, 3717527.27 3.437E-05 2.3E-08 7.8E-10 92 UCART1 482888.21 3717527.27 482888.21, 3717527.27 4.30899E-05 2.9E-08 9.8E-10 93 UCART1 482938.21 3717527.27 482938.21, 3717527.27 5.54954E-05 3.7E-08 1.3E-09 94 UCART1 483138.21 3717527.27 483138.21, 3717527.27 0.000254251 1.7E-07 5.8E-09 95 UCART1 483188.21 3717527.27 483188.21, 3717527.27 0.000374455 2.5E-07 8.5E-09 96 UCART1 483238.21 3717527.27 483238.21, 3717527.27 0.000387351 2.6E-07 8.8E-09 97 UCART1 483288.21 3717527.27 483288.21, 3717527.27 0.000280198 1.9E-07 6.4E-09 98 UCART1 483338.21 3717527.27 483338.21, 3717527.27 0.00018104 1.2E-07 4.1E-09 99 UCART1 483388.21 3717527.27 483388.21, 3717527.27 0.000121149 8.0E-08 2.7E-09 100 UCART1 483438.21 3717527.27 483438.21, 3717527.27 8.53753E-05 5.6E-08 1.9E-09 101 UCART1 483488.21 3717527.27 483488.21, 3717527.27 6.38391E-05 4.2E-08 1.4E-09 102 UCART1 483538.21 3717527.27 483538.21, 3717527.27 4.97299E-05 3.3E-08 1.1E-09 103 UCART1 483588.21 3717527.27 483588.21, 3717527.27 3.99771E-05 2.6E-08 9.1E-10 104 UCART1 483638.21 3717527.27 483638.21, 3717527.27 3.29555E-05 2.2E-08 7.5E-10 105 UCART1 482838.21 3717577.27 482838.21, 3717577.27 3.57027E-05 2.4E-08 8.1E-10 106 UCART1 482888.21 3717577.27 482888.21, 3717577.27 4.54977E-05 3.0E-08 1.0E-09 107 UCART1 482938.21 3717577.27 482938.21, 3717577.27 5.98371E-05 4.0E-08 1.4E-09 108 UCART1 482988.21 3717577.27 482988.21, 3717577.27 8.30556E-05 5.5E-08 1.9E-09 109 UCART1 483038.21 3717577.27 483038.21, 3717577.27 0.000125945 8.3E-08 2.9E-09 110 UCART1 483088.21 3717577.27 483088.21, 3717577.27 0.000215644 1.4E-07 4.9E-09 111 UCART1 483136.15 3717594.45 483136.15, 3717594.45 0.000513606 3.4E-07 1.2E-08 112 UCART1 483288.21 3717577.27 483288.21, 3717577.27 0.000531882 3.5E-07 1.2E-08 113 UCART1 483338.21 3717577.27 483338.21, 3717577.27 0.000253385 1.7E-07 5.7E-09 114 UCART1 483388.21 3717577.27 483388.21, 3717577.27 0.000149073 9.9E-08 3.4E-09 115 UCART1 483438.21 3717577.27 483438.21, 3717577.27 9.8631E-05 6.5E-08 2.2E-09 116 UCART1 483488.21 3717577.27 483488.21, 3717577.27 7.08747E-05 4.7E-08 1.6E-09 117 UCART1 483538.21 3717577.27 483538.21, 3717577.27 5.47383E-05 3.6E-08 1.2E-09 118 UCART1 483588.21 3717577.27 483588.21, 3717577.27 4.39012E-05 2.9E-08 1.0E-09 119 UCART1 483638.21 3717577.27 483638.21, 3717577.27 3.61532E-05 2.4E-08 8.2E-10 120 UCART1 482838.21 3717627.27 482838.21, 3717627.27 3.6141E-05 2.4E-08 8.2E-10 121 UCART1 482888.21 3717627.27 482888.21, 3717627.27 4.627E-05 3.1E-08 1.0E-09 122 UCART1 482938.21 3717627.27 482938.21, 3717627.27 6.15061E-05 4.1E-08 1.4E-09 123 UCART1 482988.21 3717627.27 482988.21, 3717627.27 8.71876E-05 5.8E-08 2.0E-09 124 UCART1 483038.21 3717627.27 483038.21, 3717627.27 0.000134865 8.9E-08 3.1E-09 125 UCART1 483088.21 3717627.27 483088.21, 3717627.27 0.000244237 1.6E-07 5.5E-09 126 UCART1 483128.59 3717627.96 483128.59, 3717627.96 0.000492126 3.3E-07 1.1E-08 127 UCART1 483288.21 3717627.27 483288.21, 3717627.27 0.000718451 4.8E-07 1.6E-08 128 UCART1 483438.21 3717627.27 483438.21, 3717627.27 0.000121327 8.0E-08 2.8E-09 129 UCART1 483488.21 3717627.27 483488.21, 3717627.27 8.25804E-05 5.5E-08 1.9E-09 130 UCART1 483538.21 3717627.27 483538.21, 3717627.27 6.19906E-05 4.1E-08 1.4E-09 131 UCART1 483588.21 3717627.27 483588.21, 3717627.27 4.98939E-05 3.3E-08 1.1E-09 132 UCART1 483638.21 3717627.27 483638.21, 3717627.27 4.17008E-05 2.8E-08 9.5E-10 133 UCART1 482838.21 3717677.27 482838.21, 3717677.27 3.56093E-05 2.4E-08 8.1E-10 134 UCART1 482888.21 3717677.27 482888.21, 3717677.27 4.52678E-05 3.0E-08 1.0E-09 135 UCART1 482938.21 3717677.27 482938.21, 3717677.27 5.9824E-05 4.0E-08 1.4E-09 136 UCART1 482988.21 3717677.27 482988.21, 3717677.27 8.32214E-05 5.5E-08 1.9E-09 137 UCART1 483038.21 3717677.27 483038.21, 3717677.27 0.000125164 8.3E-08 2.8E-09 138 UCART1 483088.21 3717677.27 483088.21, 3717677.27 0.000213997 1.4E-07 4.9E-09 139 UCART1 483115.53 3717668.34 483115.53, 3717668.34 0.000326299 2.2E-07 7.4E-09 140 UCART1 483288.21 3717677.27 483288.21, 3717677.27 0.000490058 3.2E-07 1.1E-08 141 UCART1 483338.21 3717677.27 483338.21, 3717677.27 0.000249352 1.6E-07 5.7E-09 142 UCART1 483388.21 3717677.27 483388.21, 3717677.27 0.000156123 1.0E-07 3.5E-09 143 UCART1 483438.21 3717677.27 483438.21, 3717677.27 0.0001194 7.9E-08 2.7E-09 144 UCART1 483688.21 3717677.27 483688.21, 3717677.27 6.02933E-05 4.0E-08 1.4E-09 145 UCART1 482838.21 3717727.27 482838.21, 3717727.27 3.40876E-05 2.3E-08 7.7E-10 146 UCART1 482888.21 3717727.27 482888.21, 3717727.27 4.2783E-05 2.8E-08 9.7E-10 147 UCART1 482938.21 3717727.27 482938.21, 3717727.27 5.53847E-05 3.7E-08 1.3E-09 148 UCART1 482988.21 3717727.27 482988.21, 3717727.27 6.93526E-05 4.6E-08 1.6E-09 149 UCART1 483038.21 3717727.27 483038.21, 3717727.27 0.000101481 6.7E-08 2.3E-09 150 UCART1 483088.21 3717727.27 483088.21, 3717727.27 0.000158531 1.0E-07 3.6E-09 151 UCART1 483138.21 3717727.27 483138.21, 3717727.27 0.000244001 1.6E-07 5.5E-09 152 UCART1 483188.21 3717727.27 483188.21, 3717727.27 0.000339742 2.2E-07 7.7E-09 153 UCART1 483238.21 3717727.27 483238.21, 3717727.27 0.000349593 2.3E-07 7.9E-09 154 UCART1 483288.21 3717727.27 483288.21, 3717727.27 0.00026369 1.7E-07 6.0E-09 155 UCART1 483338.21 3717727.27 483338.21, 3717727.27 0.000180027 1.2E-07 4.1E-09 156 UCART1 483388.21 3717727.27 483388.21, 3717727.27 0.000125169 8.3E-08 2.8E-09 157 UCART1 483438.21 3717727.27 483438.21, 3717727.27 9.25376E-05 6.1E-08 2.1E-09 158 UCART1 483538.21 3717727.27 483538.21, 3717727.27 6.25726E-05 4.1E-08 1.4E-09 159 UCART1 483588.21 3717727.27 483588.21, 3717727.27 5.55025E-05 3.7E-08 1.3E-09 160 UCART1 483638.21 3717727.27 483638.21, 3717727.27 4.90785E-05 3.2E-08 1.1E-09 161 UCART1 483688.21 3717727.27 483688.21, 3717727.27 4.17783E-05 2.8E-08 9.5E-10 162 UCART1 482838.21 3717777.27 482838.21, 3717777.27 3.0228E-05 2.0E-08 6.9E-10 163 UCART1 482888.21 3717777.27 482888.21, 3717777.27 3.92559E-05 2.6E-08 8.9E-10 164 UCART1 482938.21 3717777.27 482938.21, 3717777.27 4.75347E-05 3.1E-08 1.1E-09 165 UCART1 482988.21 3717777.27 482988.21, 3717777.27 6.2065E-05 4.1E-08 1.4E-09 166 UCART1 483038.21 3717777.27 483038.21, 3717777.27 8.44987E-05 5.6E-08 1.9E-09 167 UCART1 483088.21 3717777.27 483088.21, 3717777.27 0.00011269 7.5E-08 2.6E-09 168 UCART1 483138.21 3717777.27 483138.21, 3717777.27 0.000146468 9.7E-08 3.3E-09 169 UCART1 483188.21 3717777.27 483188.21, 3717777.27 0.000173422 1.1E-07 3.9E-09 170 UCART1 483238.21 3717777.27 483238.21, 3717777.27 0.000175344 1.2E-07 4.0E-09 171 UCART1 483288.21 3717777.27 483288.21, 3717777.27 0.00015391 1.0E-07 3.5E-09 172 UCART1 483338.21 3717777.27 483338.21, 3717777.27 0.000124061 8.2E-08 2.8E-09 173 UCART1 483388.21 3717777.27 483388.21, 3717777.27 9.66903E-05 6.4E-08 2.2E-09 174 UCART1 483438.21 3717777.27 483438.21, 3717777.27 7.59548E-05 5.0E-08 1.7E-09 175 UCART1 483538.21 3717777.27 483538.21, 3717777.27 5.04652E-05 3.3E-08 1.1E-09 176 UCART1 483588.21 3717777.27 483588.21, 3717777.27 4.26531E-05 2.8E-08 9.7E-10 177 UCART1 483638.21 3717777.27 483638.21, 3717777.27 3.65106E-05 2.4E-08 8.3E-10 178 UCART1 483688.21 3717777.27 483688.21, 3717777.27 3.12853E-05 2.1E-08 7.1E-10 179 UCART1 482838.21 3717827.27 482838.21, 3717827.27 2.7798E-05 1.8E-08 6.3E-10 180 UCART1 482888.21 3717827.27 482888.21, 3717827.27 3.50362E-05 2.3E-08 7.9E-10 181 UCART1 482938.21 3717827.27 482938.21, 3717827.27 4.16766E-05 2.8E-08 9.5E-10 182 UCART1 482988.21 3717827.27 482988.21, 3717827.27 5.41191E-05 3.6E-08 1.2E-09 183 UCART1 483038.21 3717827.27 483038.21, 3717827.27 6.76379E-05 4.5E-08 1.5E-09 184 UCART1 483088.21 3717827.27 483088.21, 3717827.27 8.15291E-05 5.4E-08 1.8E-09 185 UCART1 483138.21 3717827.27 483138.21, 3717827.27 9.81912E-05 6.5E-08 2.2E-09 186 UCART1 483188.21 3717827.27 483188.21, 3717827.27 0.000106226 7.0E-08 2.4E-09 187 UCART1 483238.21 3717827.27 483238.21, 3717827.27 0.000107029 7.1E-08 2.4E-09 188 UCART1 483288.21 3717827.27 483288.21, 3717827.27 9.73169E-05 6.4E-08 2.2E-09 189 UCART1 483338.21 3717827.27 483338.21, 3717827.27 8.63893E-05 5.7E-08 2.0E-09 190 UCART1 483388.21 3717827.27 483388.21, 3717827.27 7.32272E-05 4.8E-08 1.7E-09 191 UCART1 483438.21 3717827.27 483438.21, 3717827.27 6.15346E-05 4.1E-08 1.4E-09 192 UCART1 483488.21 3717827.27 483488.21, 3717827.27 5.15453E-05 3.4E-08 1.2E-09 193 UCART1 483538.21 3717827.27 483538.21, 3717827.27 4.34795E-05 2.9E-08 9.9E-10 194 UCART1 483588.21 3717827.27 483588.21, 3717827.27 3.6801E-05 2.4E-08 8.3E-10 195 UCART1 483638.21 3717827.27 483638.21, 3717827.27 3.1591E-05 2.1E-08 7.2E-10 196 UCART1 483688.21 3717827.27 483688.21, 3717827.27 2.72303E-05 1.8E-08 6.2E-10 197 UCART1 483738.21 3717827.27 483738.21, 3717827.27 2.3484E-05 1.6E-08 5.3E-10 198 UCART1 483788.21 3717827.27 483788.21, 3717827.27 2.02655E-05 1.3E-08 4.6E-10 199 UCART1 482838.21 3717877.27 482838.21, 3717877.27 2.5671E-05 1.7E-08 5.8E-10 200 UCART1 482888.21 3717877.27 482888.21, 3717877.27 3.13585E-05 2.1E-08 7.1E-10 201 UCART1 482938.21 3717877.27 482938.21, 3717877.27 3.89814E-05 2.6E-08 8.8E-10 202 UCART1 482988.21 3717877.27 482988.21, 3717877.27 4.82662E-05 3.2E-08 1.1E-09 203 UCART1 483038.21 3717877.27 483038.21, 3717877.27 5.51017E-05 3.6E-08 1.2E-09 204 UCART1 483088.21 3717877.27 483088.21, 3717877.27 6.4088E-05 4.2E-08 1.5E-09 205 UCART1 483138.21 3717877.27 483138.21, 3717877.27 7.22478E-05 4.8E-08 1.6E-09 206 UCART1 483188.21 3717877.27 483188.21, 3717877.27 7.19483E-05 4.8E-08 1.6E-09 207 UCART1 483238.21 3717877.27 483238.21, 3717877.27 7.32623E-05 4.8E-08 1.7E-09 208 UCART1 483288.21 3717877.27 483288.21, 3717877.27 6.70222E-05 4.4E-08 1.5E-09 209 UCART1 483338.21 3717877.27 483338.21, 3717877.27 6.13398E-05 4.1E-08 1.4E-09 210 UCART1 483388.21 3717877.27 483388.21, 3717877.27 5.51583E-05 3.6E-08 1.3E-09 211 UCART1 483438.21 3717877.27 483438.21, 3717877.27 4.87276E-05 3.2E-08 1.1E-09 212 UCART1 483488.21 3717877.27 483488.21, 3717877.27 4.23741E-05 2.8E-08 9.6E-10 213 UCART1 483538.21 3717877.27 483538.21, 3717877.27 3.70622E-05 2.5E-08 8.4E-10 214 UCART1 483588.21 3717877.27 483588.21, 3717877.27 3.25017E-05 2.2E-08 7.4E-10 215 UCART1 483638.21 3717877.27 483638.21, 3717877.27 2.84419E-05 1.9E-08 6.5E-10 216 UCART1 483688.21 3717877.27 483688.21, 3717877.27 2.44681E-05 1.6E-08 5.6E-10 217 UCART1 483738.21 3717877.27 483738.21, 3717877.27 2.13706E-05 1.4E-08 4.8E-10 218 UCART1 483788.21 3717877.27 483788.21, 3717877.27 1.87081E-05 1.2E-08 4.2E-10 219 UCART1 482838.21 3717927.27 482838.21, 3717927.27 2.40724E-05 1.6E-08 5.5E-10 220 UCART1 482888.21 3717927.27 482888.21, 3717927.27 2.94713E-05 1.9E-08 6.7E-10 221 UCART1 482938.21 3717927.27 482938.21, 3717927.27 3.68232E-05 2.4E-08 8.4E-10 222 UCART1 482988.21 3717927.27 482988.21, 3717927.27 4.36881E-05 2.9E-08 9.9E-10 223 UCART1 483038.21 3717927.27 483038.21, 3717927.27 4.67602E-05 3.1E-08 1.1E-09 224 UCART1 483088.21 3717927.27 483088.21, 3717927.27 5.4234E-05 3.6E-08 1.2E-09 225 UCART1 483138.21 3717927.27 483138.21, 3717927.27 5.4852E-05 3.6E-08 1.2E-09 226 UCART1 483188.21 3717927.27 483188.21, 3717927.27 5.27804E-05 3.5E-08 1.2E-09 227 UCART1 483238.21 3717927.27 483238.21, 3717927.27 5.19271E-05 3.4E-08 1.2E-09 228 UCART1 483288.21 3717927.27 483288.21, 3717927.27 4.90079E-05 3.2E-08 1.1E-09 229 UCART1 483338.21 3717927.27 483338.21, 3717927.27 4.59052E-05 3.0E-08 1.0E-09 230 UCART1 483388.21 3717927.27 483388.21, 3717927.27 4.24946E-05 2.8E-08 9.6E-10 231 UCART1 483438.21 3717927.27 483438.21, 3717927.27 3.88163E-05 2.6E-08 8.8E-10 232 UCART1 483488.21 3717927.27 483488.21, 3717927.27 3.38401E-05 2.2E-08 7.7E-10 233 UCART1 483538.21 3717927.27 483538.21, 3717927.27 3.02841E-05 2.0E-08 6.9E-10 234 UCART1 483588.21 3717927.27 483588.21, 3717927.27 2.76977E-05 1.8E-08 6.3E-10 235 UCART1 483638.21 3717927.27 483638.21, 3717927.27 2.52437E-05 1.7E-08 5.7E-10 236 UCART1 483688.21 3717927.27 483688.21, 3717927.27 2.2289E-05 1.5E-08 5.1E-10 237 UCART1 483738.21 3717927.27 483738.21, 3717927.27 1.95823E-05 1.3E-08 4.4E-10 238 UCART1 483788.21 3717927.27 483788.21, 3717927.27 1.73574E-05 1.1E-08 3.9E-10 239 UCART1 482838.21 3717977.27 482838.21, 3717977.27 2.32547E-05 1.5E-08 5.3E-10 240 UCART1 482888.21 3717977.27 482888.21, 3717977.27 2.78434E-05 1.8E-08 6.3E-10 241 UCART1 482938.21 3717977.27 482938.21, 3717977.27 3.41489E-05 2.3E-08 7.7E-10 242 UCART1 482988.21 3717977.27 482988.21, 3717977.27 3.84722E-05 2.5E-08 8.7E-10 243 UCART1 483038.21 3717977.27 483038.21, 3717977.27 4.08569E-05 2.7E-08 9.3E-10 244 UCART1 483088.21 3717977.27 483088.21, 3717977.27 4.33489E-05 2.9E-08 9.8E-10 245 UCART1 483138.21 3717977.27 483138.21, 3717977.27 4.24711E-05 2.8E-08 9.6E-10 246 UCART1 483188.21 3717977.27 483188.21, 3717977.27 4.04717E-05 2.7E-08 9.2E-10 247 UCART1 483238.21 3717977.27 483238.21, 3717977.27 3.82875E-05 2.5E-08 8.7E-10 248 UCART1 483288.21 3717977.27 483288.21, 3717977.27 3.68639E-05 2.4E-08 8.4E-10 249 UCART1 483338.21 3717977.27 483338.21, 3717977.27 3.49655E-05 2.3E-08 7.9E-10 250 UCART1 483388.21 3717977.27 483388.21, 3717977.27 3.28698E-05 2.2E-08 7.5E-10 251 UCART1 483438.21 3717977.27 483438.21, 3717977.27 3.06595E-05 2.0E-08 7.0E-10 252 UCART1 483488.21 3717977.27 483488.21, 3717977.27 2.8426E-05 1.9E-08 6.4E-10 253 UCART1 483538.21 3717977.27 483538.21, 3717977.27 2.61516E-05 1.7E-08 5.9E-10 254 UCART1 483588.21 3717977.27 483588.21, 3717977.27 2.4469E-05 1.6E-08 5.6E-10 255 UCART1 483638.21 3717977.27 483638.21, 3717977.27 2.24153E-05 1.5E-08 5.1E-10 256 UCART1 483688.21 3717977.27 483688.21, 3717977.27 2.02026E-05 1.3E-08 4.6E-10 257 UCART1 483738.21 3717977.27 483738.21, 3717977.27 1.80665E-05 1.2E-08 4.1E-10 258 UCART1 483788.21 3717977.27 483788.21, 3717977.27 1.63137E-05 1.1E-08 3.7E-10 259 UCART1 482838.21 3718027.27 482838.21, 3718027.27 2.26468E-05 1.5E-08 5.1E-10 260 UCART1 482888.21 3718027.27 482888.21, 3718027.27 2.69823E-05 1.8E-08 6.1E-10 261 UCART1 482938.21 3718027.27 482938.21, 3718027.27 3.14991E-05 2.1E-08 7.1E-10 262 UCART1 482988.21 3718027.27 482988.21, 3718027.27 3.4871E-05 2.3E-08 7.9E-10 263 UCART1 483038.21 3718027.27 483038.21, 3718027.27 3.64321E-05 2.4E-08 8.3E-10 264 UCART1 483088.21 3718027.27 483088.21, 3718027.27 3.62252E-05 2.4E-08 8.2E-10 265 UCART1 483138.21 3718027.27 483138.21, 3718027.27 3.43153E-05 2.3E-08 7.8E-10 266 UCART1 483188.21 3718027.27 483188.21, 3718027.27 3.17761E-05 2.1E-08 7.2E-10 267 UCART1 483238.21 3718027.27 483238.21, 3718027.27 2.94447E-05 1.9E-08 6.7E-10 268 UCART1 483288.21 3718027.27 483288.21, 3718027.27 2.83731E-05 1.9E-08 6.4E-10 269 UCART1 483338.21 3718027.27 483338.21, 3718027.27 2.72113E-05 1.8E-08 6.2E-10 270 UCART1 483388.21 3718027.27 483388.21, 3718027.27 2.5915E-05 1.7E-08 5.9E-10 271 UCART1 483438.21 3718027.27 483438.21, 3718027.27 2.45878E-05 1.6E-08 5.6E-10 272 UCART1 483488.21 3718027.27 483488.21, 3718027.27 2.32903E-05 1.5E-08 5.3E-10 273 UCART1 483538.21 3718027.27 483538.21, 3718027.27 2.21985E-05 1.5E-08 5.0E-10 274 UCART1 483588.21 3718027.27 483588.21, 3718027.27 2.08272E-05 1.4E-08 4.7E-10 275 UCART1 483638.21 3718027.27 483638.21, 3718027.27 1.9588E-05 1.3E-08 4.4E-10 276 UCART1 483688.21 3718027.27 483688.21, 3718027.27 1.7443E-05 1.2E-08 4.0E-10 277 UCART1 483738.21 3718027.27 483738.21, 3718027.27 1.52357E-05 1.0E-08 3.5E-10 278 UCART1 483788.21 3718027.27 483788.21, 3718027.27 1.40163E-05 9.3E-09 3.2E-10 279 UCART2 483217.95 3717535.43 483217.95, 3717535.43 0.000473751 3.1E-07 1.1E-08 280 UCART3 483253.34 3717548.13 483253.34, 3717548.13 0.000523523 3.5E-07 1.2E-08 281 UCART4 483282.7 3717560.83 483282.7, 3717560.83 0.000462976 3.1E-07 1.1E-08 Residential DOSEair = (Cair*(BR/BW)*A*EF*10 -6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor 1 CPF 0.1 Cancer Potency Factor for DPM 4 EF 0.68 Exposure frequency (350/year) 2 AT 70 Averaging Time 5 WAF 4.2 Worker Adjustment Factor 10
10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion
3 Age BR/BW ASF FAH ED (Const) ED (Ops)
Worker 230 1 1 1 25
Worker (Combined) 230 1 1 1 24
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for Benzene, OEHHA 2015, Table 7.1, page 7-4 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 1.6E-08 Rec#: 127
Location: 483288.21, 3717627.27
Student Risk
Concentration [ug/m^3]
Discrete Receptor ID Construction Operations Student Dose Student Risk X Y X, Y Total Total Construction Operations Construction Operations Total Risk Ops Only 1 UCART1 482838.21 3717227.27 482838.21, 3717227.270.000773258 1.91168E-05 2.4E-07 6.0E-09 1.2E-08 2.3E-09 1.4E-08 2.6E-09 2 UCART1 482888.21 3717227.27 482888.21, 3717227.270.00087258 2.11306E-05 2.8E-07 6.7E-09 1.3E-08 2.5E-09 1.5E-08 2.8E-09 3 UCART1 482988.21 3717227.27 482988.21, 3717227.270.001108467 2.59278E-05 3.5E-07 8.2E-09 1.6E-08 3.1E-09 2.0E-08 3.5E-09 4 UCART1 483038.21 3717227.27 483038.21, 3717227.270.001237095 2.85758E-05 3.9E-07 9.0E-09 1.8E-08 3.4E-09 2.2E-08 3.8E-09 5 UCART1 483088.21 3717227.27 483088.21, 3717227.270.001360133 3.11016E-05 4.3E-07 9.8E-09 2.0E-08 3.7E-09 2.4E-08 4.2E-09 6 UCART1 483138.21 3717227.27 483138.21, 3717227.270.001453235 3.30263E-05 4.6E-07 1.0E-08 2.2E-08 3.9E-09 2.6E-08 4.4E-09 7 UCART1 483188.21 3717227.27 483188.21, 3717227.270.001494399 3.42876E-05 4.7E-07 1.1E-08 2.2E-08 4.1E-09 2.6E-08 4.6E-09 8 UCART1 483238.21 3717227.27 483238.21, 3717227.270.001538719 3.68458E-05 4.9E-07 1.2E-08 2.3E-08 4.4E-09 2.7E-08 4.9E-09 9 UCART1 483288.21 3717227.27 483288.21, 3717227.270.001526188 3.58255E-05 4.8E-07 1.1E-08 2.3E-08 4.3E-09 2.7E-08 4.8E-09 10 UCART1 483338.21 3717227.27 483338.21, 3717227.270.001485162 3.67475E-05 4.7E-07 1.2E-08 2.2E-08 4.4E-09 2.6E-08 4.9E-09 11 UCART1 483388.21 3717227.27 483388.21, 3717227.270.00140604 3.39019E-05 4.4E-07 1.1E-08 2.1E-08 4.0E-09 2.5E-08 4.5E-09 12 UCART1 483438.21 3717227.27 483438.21, 3717227.270.001317404 2.81784E-05 4.2E-07 8.9E-09 2.0E-08 3.4E-09 2.3E-08 3.8E-09 13 UCART1 483488.21 3717227.27 483488.21, 3717227.270.001207669 2.54981E-05 3.8E-07 8.0E-09 1.8E-08 3.0E-09 2.1E-08 3.4E-09 14 UCART1 483788.21 3717227.27 483788.21, 3717227.270.000611058 1.4029E-05 1.9E-07 4.4E-09 9.1E-09 1.7E-09 1.1E-08 1.9E-09 15 UCART1 482838.21 3717277.27 482838.21, 3717277.270.000871453 2.15344E-05 2.8E-07 6.8E-09 1.3E-08 2.6E-09 1.6E-08 2.9E-09 16 UCART1 482888.21 3717277.27 482888.21, 3717277.270.001002245 2.40802E-05 3.2E-07 7.6E-09 1.5E-08 2.9E-09 1.8E-08 3.2E-09 17 UCART1 482988.21 3717277.27 482988.21, 3717277.270.001332449 3.05509E-05 4.2E-07 9.6E-09 2.0E-08 3.6E-09 2.3E-08 4.1E-09 18 UCART1 483038.21 3717277.27 483038.21, 3717277.270.001524783 3.44115E-05 4.8E-07 1.1E-08 2.3E-08 4.1E-09 2.7E-08 4.6E-09 19 UCART1 483088.21 3717277.27 483088.21, 3717277.270.001715314 3.79552E-05 5.4E-07 1.2E-08 2.6E-08 4.5E-09 3.0E-08 5.1E-09 20 UCART1 483138.21 3717277.27 483138.21, 3717277.270.001882807 4.10567E-05 5.9E-07 1.3E-08 2.8E-08 4.9E-09 3.3E-08 5.5E-09 21 UCART1 483188.21 3717277.27 483188.21, 3717277.270.002001022 4.29157E-05 6.3E-07 1.4E-08 3.0E-08 5.1E-09 3.5E-08 5.7E-09 22 UCART1 483238.21 3717277.27 483238.21, 3717277.270.002044622 4.33348E-05 6.5E-07 1.4E-08 3.0E-08 5.2E-09 3.6E-08 5.8E-09 23 UCART1 483288.21 3717277.27 483288.21, 3717277.270.002000576 4.22052E-05 6.3E-07 1.3E-08 3.0E-08 5.0E-09 3.5E-08 5.7E-09 24 UCART1 483338.21 3717277.27 483338.21, 3717277.270.001896658 4.04196E-05 6.0E-07 1.3E-08 2.8E-08 4.8E-09 3.3E-08 5.4E-09 25 UCART1 483388.21 3717277.27 483388.21, 3717277.270.001780431 3.69257E-05 5.6E-07 1.2E-08 2.6E-08 4.4E-09 3.1E-08 4.9E-09 26 UCART1 483438.21 3717277.27 483438.21, 3717277.270.001621554 3.34558E-05 5.1E-07 1.1E-08 2.4E-08 4.0E-09 2.8E-08 4.5E-09 27 UCART1 483488.21 3717277.27 483488.21, 3717277.270.001441891 2.98246E-05 4.6E-07 9.4E-09 2.1E-08 3.6E-09 2.5E-08 4.0E-09 28 UCART1 483788.21 3717277.27 483788.21, 3717277.270.00064943 1.4945E-05 2.0E-07 4.7E-09 9.7E-09 1.8E-09 1.1E-08 2.0E-09 29 UCART1 482838.21 3717327.27 482838.21, 3717327.270.000980919 2.40834E-05 3.1E-07 7.6E-09 1.5E-08 2.9E-09 1.7E-08 3.2E-09 30 UCART1 482888.21 3717327.27 482888.21, 3717327.270.001155038 2.74965E-05 3.6E-07 8.7E-09 1.7E-08 3.3E-09 2.0E-08 3.7E-09 31 UCART1 483038.21 3717327.27 483038.21, 3717327.270.001921351 4.20355E-05 6.1E-07 1.3E-08 2.9E-08 5.0E-09 3.4E-08 5.6E-09 32 UCART1 483088.21 3717327.27 483088.21, 3717327.270.002232981 4.76208E-05 7.0E-07 1.5E-08 3.3E-08 5.7E-09 3.9E-08 6.4E-09 33 UCART1 483138.21 3717327.27 483138.21, 3717327.270.002520717 5.25262E-05 8.0E-07 1.7E-08 3.8E-08 6.3E-09 4.4E-08 7.0E-09 34 UCART1 483188.21 3717327.27 483188.21, 3717327.270.002729419 5.57248E-05 8.6E-07 1.8E-08 4.1E-08 6.6E-09 4.7E-08 7.5E-09 35 UCART1 483238.21 3717327.27 483238.21, 3717327.270.002811613 5.64379E-05 8.9E-07 1.8E-08 4.2E-08 6.7E-09 4.9E-08 7.6E-09 36 UCART1 483288.21 3717327.27 483288.21, 3717327.270.002749309 5.46116E-05 8.7E-07 1.7E-08 4.1E-08 6.5E-09 4.7E-08 7.3E-09 37 UCART1 483338.21 3717327.27 483338.21, 3717327.270.002563697 5.07142E-05 8.1E-07 1.6E-08 3.8E-08 6.0E-09 4.4E-08 6.8E-09 38 UCART1 483388.21 3717327.27 483388.21, 3717327.270.002306175 4.55932E-05 7.3E-07 1.4E-08 3.4E-08 5.4E-09 4.0E-08 6.1E-09 39 UCART1 483438.21 3717327.27 483438.21, 3717327.270.002016642 4.0107E-05 6.4E-07 1.3E-08 3.0E-08 4.8E-09 3.5E-08 5.4E-09 40 UCART1 483488.21 3717327.27 483488.21, 3717327.270.00173058 3.48235E-05 5.5E-07 1.1E-08 2.6E-08 4.1E-09 3.0E-08 4.7E-09 41 UCART1 483538.21 3717327.27 483538.21, 3717327.270.001471477 3.02427E-05 4.6E-07 9.5E-09 2.2E-08 3.6E-09 2.5E-08 4.0E-09 42 UCART1 483738.21 3717327.27 483738.21, 3717327.270.000786002 1.79684E-05 2.5E-07 5.7E-09 1.2E-08 2.1E-09 1.4E-08 2.4E-09 43 UCART1 483788.21 3717327.27 483788.21, 3717327.270.000684874 1.6034E-05 2.2E-07 5.1E-09 1.0E-08 1.9E-09 1.2E-08 2.1E-09 44 UCART1 482838.21 3717377.27 482838.21, 3717377.270.001100439 2.68326E-05 3.5E-07 8.5E-09 1.6E-08 3.2E-09 2.0E-08 3.6E-09 45 UCART1 482888.21 3717377.27 482888.21, 3717377.270.001330869 3.14137E-05 4.2E-07 9.9E-09 2.0E-08 3.7E-09 2.4E-08 4.2E-09 46 UCART1 483038.21 3717377.27 483038.21, 3717377.270.002476709 5.20383E-05 7.8E-07 1.6E-08 3.7E-08 6.2E-09 4.3E-08 7.0E-09 47 UCART1 483088.21 3717377.27 483088.21, 3717377.270.003014938 6.12109E-05 9.5E-07 1.9E-08 4.5E-08 7.3E-09 5.2E-08 8.2E-09 48 UCART1 483138.21 3717377.27 483138.21, 3717377.270.003549606 6.99128E-05 1.1E-06 2.2E-08 5.3E-08 8.3E-09 6.1E-08 9.4E-09 49 UCART1 483188.21 3717377.27 483188.21, 3717377.270.003953844 7.59597E-05 1.2E-06 2.4E-08 5.9E-08 9.0E-09 6.8E-08 1.0E-08 50 UCART1 483238.21 3717377.27 483238.21, 3717377.270.00410006 7.71821E-05 1.3E-06 2.4E-08 6.1E-08 9.2E-09 7.0E-08 1.0E-08 51 UCART1 483288.21 3717377.27 483288.21, 3717377.270.003943846 7.34116E-05 1.2E-06 2.3E-08 5.9E-08 8.7E-09 6.7E-08 9.8E-09 52 UCART1 483338.21 3717377.27 483338.21, 3717377.270.003550079 6.60633E-05 1.1E-06 2.1E-08 5.3E-08 7.9E-09 6.1E-08 8.8E-09 53 UCART1 483388.21 3717377.27 483388.21, 3717377.270.003043914 5.72175E-05 9.6E-07 1.8E-08 4.5E-08 6.8E-09 5.2E-08 7.7E-09 54 UCART1 483438.21 3717377.27 483438.21, 3717377.270.002533194 4.84716E-05 8.0E-07 1.5E-08 3.8E-08 5.8E-09 4.3E-08 6.5E-09 55 UCART1 483488.21 3717377.27 483488.21, 3717377.270.002078244 4.0885E-05 6.6E-07 1.3E-08 3.1E-08 4.9E-09 3.6E-08 5.5E-09 56 UCART1 483538.21 3717377.27 483538.21, 3717377.270.001701559 3.47266E-05 5.4E-07 1.1E-08 2.5E-08 4.1E-09 2.9E-08 4.7E-09 57 UCART1 483588.21 3717377.27 483588.21, 3717377.270.001400121 2.96151E-05 4.4E-07 9.3E-09 2.1E-08 3.5E-09 2.4E-08 4.0E-09 58 UCART1 483738.21 3717377.27 483738.21, 3717377.270.000831638 1.92781E-05 2.6E-07 6.1E-09 1.2E-08 2.3E-09 1.5E-08 2.6E-09 59 UCART1 483788.21 3717377.27 483788.21, 3717377.270.000716984 1.708E-05 2.3E-07 5.4E-09 1.1E-08 2.0E-09 1.3E-08 2.3E-09 60 UCART1 482838.21 3717427.27 482838.21, 3717427.270.001223836 2.96457E-05 3.9E-07 9.4E-09 1.8E-08 3.5E-09 2.2E-08 4.0E-09 61 UCART1 482888.21 3717427.27 482888.21, 3717427.270.001523652 3.55279E-05 4.8E-07 1.1E-08 2.3E-08 4.2E-09 2.7E-08 4.8E-09 62 UCART1 482988.21 3717427.27 482988.21, 3717427.270.002499384 5.30493E-05 7.9E-07 1.7E-08 3.7E-08 6.3E-09 4.4E-08 7.1E-09 63 UCART1 483038.21 3717427.27 483038.21, 3717427.270.003267275 6.59691E-05 1.0E-06 2.1E-08 4.9E-08 7.9E-09 5.6E-08 8.8E-09 64 UCART1 483088.21 3717427.27 483088.21, 3717427.270.004250811 8.18304E-05 1.3E-06 2.6E-08 6.3E-08 9.7E-09 7.3E-08 1.1E-08 65 UCART1 483138.21 3717427.27 483138.21, 3717427.270.005343006 9.84518E-05 1.7E-06 3.1E-08 7.9E-08 1.2E-08 9.1E-08 1.3E-08 66 UCART1 483188.21 3717427.27 483188.21, 3717427.270.006237279 0.000111132 2.0E-06 3.5E-08 9.3E-08 1.3E-08 1.1E-07 1.5E-08 67 UCART1 483238.21 3717427.27 483238.21, 3717427.270.006528987 0.000113767 2.1E-06 3.6E-08 9.7E-08 1.4E-08 1.1E-07 1.5E-08 68 UCART1 483288.21 3717427.27 483288.21, 3717427.270.006073049 0.000104962 1.9E-06 3.3E-08 9.0E-08 1.2E-08 1.0E-07 1.4E-08 69 UCART1 483338.21 3717427.27 483338.21, 3717427.270.005134386 8.91963E-05 1.6E-06 2.8E-08 7.6E-08 1.1E-08 8.7E-08 1.2E-08 70 UCART1 483388.21 3717427.27 483388.21, 3717427.270.004097076 7.30989E-05 1.3E-06 2.3E-08 6.1E-08 8.7E-09 7.0E-08 9.8E-09 71 UCART1 483438.21 3717427.27 483438.21, 3717427.270.003189655 5.91853E-05 1.0E-06 1.9E-08 4.7E-08 7.0E-09 5.5E-08 7.9E-09 72 UCART1 483488.21 3717427.27 483488.21, 3717427.270.002477223 4.81486E-05 7.8E-07 1.5E-08 3.7E-08 5.7E-09 4.3E-08 6.4E-09 73 UCART1 483538.21 3717427.27 483538.21, 3717427.270.001943552 3.95706E-05 6.1E-07 1.2E-08 2.9E-08 4.7E-09 3.4E-08 5.3E-09 74 UCART1 483588.21 3717427.27 483588.21, 3717427.270.001549238 3.29853E-05 4.9E-07 1.0E-08 2.3E-08 3.9E-09 2.7E-08 4.4E-09 75 UCART1 483738.21 3717427.27 483738.21, 3717427.270.000872727 2.06396E-05 2.8E-07 6.5E-09 1.3E-08 2.5E-09 1.5E-08 2.8E-09 76 UCART1 483788.21 3717427.27 483788.21, 3717427.270.000745086 1.80607E-05 2.4E-07 5.7E-09 1.1E-08 2.1E-09 1.3E-08 2.4E-09 77 UCART1 482838.21 3717477.27 482838.21, 3717477.270.001346106 3.22115E-05 4.2E-07 1.0E-08 2.0E-08 3.8E-09 2.4E-08 4.3E-09 78 UCART1 482988.21 3717477.27 482988.21, 3717477.270.003098383 6.34895E-05 9.8E-07 2.0E-08 4.6E-08 7.6E-09 5.4E-08 8.5E-09 79 UCART1 483038.21 3717477.27 483038.21, 3717477.270.004363878 8.41218E-05 1.4E-06 2.7E-08 6.5E-08 1.0E-08 7.5E-08 1.1E-08 80 UCART1 483088.21 3717477.27 483088.21, 3717477.270.00626242 0.000113495 2.0E-06 3.6E-08 9.3E-08 1.4E-08 1.1E-07 1.5E-08 81 UCART1 483138.21 3717477.27 483138.21, 3717477.270.008800961 0.000149934 2.8E-06 4.7E-08 1.3E-07 1.8E-08 1.5E-07 2.0E-08 82 UCART1 483188.21 3717477.27 483188.21, 3717477.270.011251956 0.000183518 3.6E-06 5.8E-08 1.7E-07 2.2E-08 1.9E-07 2.5E-08 83 UCART1 483238.21 3717477.27 483238.21, 3717477.270.01191043 0.000188534 3.8E-06 6.0E-08 1.8E-07 2.2E-08 2.0E-07 2.5E-08 84 UCART1 483288.21 3717477.27 483288.21, 3717477.270.010290388 0.000162568 3.2E-06 5.1E-08 1.5E-07 1.9E-08 1.7E-07 2.2E-08 85 UCART1 483338.21 3717477.27 483338.21, 3717477.270.007765004 0.000126053 2.5E-06 4.0E-08 1.2E-07 1.5E-08 1.3E-07 1.7E-08 86 UCART1 483388.21 3717477.27 483388.21, 3717477.270.005555846 9.48778E-05 1.8E-06 3.0E-08 8.3E-08 1.1E-08 9.4E-08 1.3E-08 87 UCART1 483438.21 3717477.27 483438.21, 3717477.270.003970119 7.20413E-05 1.3E-06 2.3E-08 5.9E-08 8.6E-09 6.8E-08 9.6E-09 88 UCART1 483488.21 3717477.27 483488.21, 3717477.270.002899123 5.59927E-05 9.2E-07 1.8E-08 4.3E-08 6.7E-09 5.0E-08 7.5E-09 89 UCART1 483538.21 3717477.27 483538.21, 3717477.270.002179113 4.46594E-05 6.9E-07 1.4E-08 3.2E-08 5.3E-09 3.8E-08 6.0E-09 90 UCART1 483588.21 3717477.27 483588.21, 3717477.270.00168669 3.64259E-05 5.3E-07 1.1E-08 2.5E-08 4.3E-09 2.9E-08 4.9E-09 91 UCART1 482838.21 3717527.27 482838.21, 3717527.270.00145174 3.437E-05 4.6E-07 1.1E-08 2.2E-08 4.1E-09 2.6E-08 4.6E-09 92 UCART1 482888.21 3717527.27 482888.21, 3717527.270.001904484 4.30899E-05 6.0E-07 1.4E-08 2.8E-08 5.1E-09 3.3E-08 5.8E-09 93 UCART1 482938.21 3717527.27 482938.21, 3717527.270.002608531 5.54954E-05 8.2E-07 1.8E-08 3.9E-08 6.6E-09 4.5E-08 7.4E-09 94 UCART1 483138.21 3717527.27 483138.21, 3717527.270.016370251 0.000254251 5.2E-06 8.0E-08 2.4E-07 3.0E-08 2.7E-07 3.4E-08 95 UCART1 483188.21 3717527.27 483188.21, 3717527.270.02598869 0.000374455 8.2E-06 1.2E-07 3.9E-07 4.5E-08 4.3E-07 5.0E-08 96 UCART1 483238.21 3717527.27 483238.21, 3717527.270.02775099 0.000387351 8.8E-06 1.2E-07 4.1E-07 4.6E-08 4.6E-07 5.2E-08 97 UCART1 483288.21 3717527.27 483288.21, 3717527.270.019795222 0.000280198 6.2E-06 8.8E-08 2.9E-07 3.3E-08 3.3E-07 3.8E-08 98 UCART1 483338.21 3717527.27 483338.21, 3717527.270.01208883 0.00018104 3.8E-06 5.7E-08 1.8E-07 2.2E-08 2.0E-07 2.4E-08 99 UCART1 483388.21 3717527.27 483388.21, 3717527.270.007417697 0.000121149 2.3E-06 3.8E-08 1.1E-07 1.4E-08 1.2E-07 1.6E-08 100 UCART1 483438.21 3717527.27 483438.21, 3717527.270.004703556 8.53753E-05 1.5E-06 2.7E-08 7.0E-08 1.0E-08 8.0E-08 1.1E-08 101 UCART1 483488.21 3717527.27 483488.21, 3717527.270.003264747 6.38391E-05 1.0E-06 2.0E-08 4.9E-08 7.6E-09 5.6E-08 8.5E-09 102 UCART1 483538.21 3717527.27 483538.21, 3717527.270.002386705 4.97299E-05 7.5E-07 1.6E-08 3.6E-08 5.9E-09 4.1E-08 6.7E-09 103 UCART1 483588.21 3717527.27 483588.21, 3717527.270.001804016 3.99771E-05 5.7E-07 1.3E-08 2.7E-08 4.8E-09 3.2E-08 5.4E-09 104 UCART1 483638.21 3717527.27 483638.21, 3717527.270.001412084 3.29555E-05 4.5E-07 1.0E-08 2.1E-08 3.9E-09 2.5E-08 4.4E-09 105 UCART1 482838.21 3717577.27 482838.21, 3717577.270.00150512 3.57027E-05 4.8E-07 1.1E-08 2.2E-08 4.2E-09 2.7E-08 4.8E-09 106 UCART1 482888.21 3717577.27 482888.21, 3717577.270.002043569 4.54977E-05 6.4E-07 1.4E-08 3.0E-08 5.4E-09 3.6E-08 6.1E-09 107 UCART1 482938.21 3717577.27 482938.21, 3717577.270.002884043 5.98371E-05 9.1E-07 1.9E-08 4.3E-08 7.1E-09 5.0E-08 8.0E-09 108 UCART1 482988.21 3717577.27 482988.21, 3717577.270.004359314 8.30556E-05 1.4E-06 2.6E-08 6.5E-08 9.9E-09 7.5E-08 1.1E-08 109 UCART1 483038.21 3717577.27 483038.21, 3717577.270.007266848 0.000125945 2.3E-06 4.0E-08 1.1E-07 1.5E-08 1.2E-07 1.7E-08 110 UCART1 483088.21 3717577.27 483088.21, 3717577.270.013951455 0.000215644 4.4E-06 6.8E-08 2.1E-07 2.6E-08 2.3E-07 2.9E-08 111 UCART1 483136.15 3717594.45 483136.15, 3717594.450.040255828 0.000513606 1.3E-05 1.6E-07 6.0E-07 6.1E-08 6.6E-07 6.9E-08 112 UCART1 483288.21 3717577.27 483288.21, 3717577.270.04466676 0.000531882 1.4E-05 1.7E-07 6.6E-07 6.3E-08 7.3E-07 7.1E-08 113 UCART1 483338.21 3717577.27 483338.21, 3717577.270.018357607 0.000253385 5.8E-06 8.0E-08 2.7E-07 3.0E-08 3.0E-07 3.4E-08 114 UCART1 483388.21 3717577.27 483388.21, 3717577.270.009405394 0.000149073 3.0E-06 4.7E-08 1.4E-07 1.8E-08 1.6E-07 2.0E-08 115 UCART1 483438.21 3717577.27 483438.21, 3717577.270.005418168 9.8631E-05 1.7E-06 3.1E-08 8.1E-08 1.2E-08 9.2E-08 1.3E-08 116 UCART1 483488.21 3717577.27 483488.21, 3717577.270.003504853 7.08747E-05 1.1E-06 2.2E-08 5.2E-08 8.4E-09 6.1E-08 9.5E-09 117 UCART1 483538.21 3717577.27 483538.21, 3717577.270.002510282 5.47383E-05 7.9E-07 1.7E-08 3.7E-08 6.5E-09 4.4E-08 7.3E-09 118 UCART1 483588.21 3717577.27 483588.21, 3717577.270.001893945 4.39012E-05 6.0E-07 1.4E-08 2.8E-08 5.2E-09 3.3E-08 5.9E-09 119 UCART1 483638.21 3717577.27 483638.21, 3717577.270.001469861 3.61532E-05 4.6E-07 1.1E-08 2.2E-08 4.3E-09 2.6E-08 4.8E-09 120 UCART1 482838.21 3717627.27 482838.21, 3717627.270.001541413 3.6141E-05 4.9E-07 1.1E-08 2.3E-08 4.3E-09 2.7E-08 4.8E-09 121 UCART1 482888.21 3717627.27 482888.21, 3717627.270.002117688 4.627E-05 6.7E-07 1.5E-08 3.2E-08 5.5E-09 3.7E-08 6.2E-09 122 UCART1 482938.21 3717627.27 482938.21, 3717627.270.003031063 6.15061E-05 9.6E-07 1.9E-08 4.5E-08 7.3E-09 5.2E-08 8.2E-09 123 UCART1 482988.21 3717627.27 482988.21, 3717627.270.004695778 8.71876E-05 1.5E-06 2.8E-08 7.0E-08 1.0E-08 8.0E-08 1.2E-08 124 UCART1 483038.21 3717627.27 483038.21, 3717627.270.008236524 0.000134865 2.6E-06 4.3E-08 1.2E-07 1.6E-08 1.4E-07 1.8E-08 125 UCART1 483088.21 3717627.27 483088.21, 3717627.270.017753805 0.000244237 5.6E-06 7.7E-08 2.6E-07 2.9E-08 2.9E-07 3.3E-08 126 UCART1 483128.59 3717627.96 483128.59, 3717627.960.044660099 0.000492126 1.4E-05 1.6E-07 6.6E-07 5.9E-08 7.2E-07 6.6E-08 127 UCART1 483288.21 3717627.27 483288.21, 3717627.270.091901126 0.000718451 2.9E-05 2.3E-07 1.4E-06 8.6E-08 1.5E-06 9.6E-08 128 UCART1 483438.21 3717627.27 483438.21, 3717627.270.006057355 0.000121327 1.9E-06 3.8E-08 9.0E-08 1.4E-08 1.0E-07 1.6E-08 129 UCART1 483488.21 3717627.27 483488.21, 3717627.270.003774774 8.25804E-05 1.2E-06 2.6E-08 5.6E-08 9.8E-09 6.6E-08 1.1E-08 130 UCART1 483538.21 3717627.27 483538.21, 3717627.270.00259319 6.19906E-05 8.2E-07 2.0E-08 3.9E-08 7.4E-09 4.6E-08 8.3E-09 131 UCART1 483588.21 3717627.27 483588.21, 3717627.270.00192872 4.98939E-05 6.1E-07 1.6E-08 2.9E-08 5.9E-09 3.5E-08 6.7E-09 132 UCART1 483638.21 3717627.27 483638.21, 3717627.270.001514311 4.17008E-05 4.8E-07 1.3E-08 2.3E-08 5.0E-09 2.7E-08 5.6E-09 133 UCART1 482838.21 3717677.27 482838.21, 3717677.270.001548085 3.56093E-05 4.9E-07 1.1E-08 2.3E-08 4.2E-09 2.7E-08 4.8E-09 134 UCART1 482888.21 3717677.27 482888.21, 3717677.270.002113089 4.52678E-05 6.7E-07 1.4E-08 3.1E-08 5.4E-09 3.7E-08 6.1E-09 135 UCART1 482938.21 3717677.27 482938.21, 3717677.270.003013523 5.9824E-05 9.5E-07 1.9E-08 4.5E-08 7.1E-09 5.2E-08 8.0E-09 136 UCART1 482988.21 3717677.27 482988.21, 3717677.270.004552538 8.32214E-05 1.4E-06 2.6E-08 6.8E-08 9.9E-09 7.8E-08 1.1E-08 137 UCART1 483038.21 3717677.27 483038.21, 3717677.270.007836966 0.000125164 2.5E-06 4.0E-08 1.2E-07 1.5E-08 1.3E-07 1.7E-08 138 UCART1 483088.21 3717677.27 483088.21, 3717677.270.017161045 0.000213997 5.4E-06 6.8E-08 2.6E-07 2.5E-08 2.8E-07 2.9E-08 139 UCART1 483115.53 3717668.34 483115.53, 3717668.340.032117098 0.000326299 1.0E-05 1.0E-07 4.8E-07 3.9E-08 5.2E-07 4.4E-08 140 UCART1 483288.21 3717677.27 483288.21, 3717677.270.077416734 0.000490058 2.4E-05 1.5E-07 1.2E-06 5.8E-08 1.2E-06 6.6E-08 141 UCART1 483338.21 3717677.27 483338.21, 3717677.270.02291417 0.000249352 7.2E-06 7.9E-08 3.4E-07 3.0E-08 3.7E-07 3.3E-08 142 UCART1 483388.21 3717677.27 483388.21, 3717677.270.010895846 0.000156123 3.4E-06 4.9E-08 1.6E-07 1.9E-08 1.8E-07 2.1E-08 143 UCART1 483438.21 3717677.27 483438.21, 3717677.270.006196762 0.0001194 2.0E-06 3.8E-08 9.2E-08 1.4E-08 1.1E-07 1.6E-08 144 UCART1 483688.21 3717677.27 483688.21, 3717677.270.001217697 6.02933E-05 3.8E-07 1.9E-08 1.8E-08 7.2E-09 2.5E-08 8.1E-09 145 UCART1 482838.21 3717727.27 482838.21, 3717727.270.001498581 3.40876E-05 4.7E-07 1.1E-08 2.2E-08 4.1E-09 2.6E-08 4.6E-09 146 UCART1 482888.21 3717727.27 482888.21, 3717727.270.002033378 4.2783E-05 6.4E-07 1.4E-08 3.0E-08 5.1E-09 3.5E-08 5.7E-09 147 UCART1 482938.21 3717727.27 482938.21, 3717727.270.002824301 5.53847E-05 8.9E-07 1.7E-08 4.2E-08 6.6E-09 4.9E-08 7.4E-09 148 UCART1 482988.21 3717727.27 482988.21, 3717727.270.003954982 6.93526E-05 1.2E-06 2.2E-08 5.9E-08 8.3E-09 6.7E-08 9.3E-09 149 UCART1 483038.21 3717727.27 483038.21, 3717727.270.006549021 0.000101481 2.1E-06 3.2E-08 9.7E-08 1.2E-08 1.1E-07 1.4E-08 150 UCART1 483088.21 3717727.27 483088.21, 3717727.270.01273206 0.000158531 4.0E-06 5.0E-08 1.9E-07 1.9E-08 2.1E-07 2.1E-08 151 UCART1 483138.21 3717727.27 483138.21, 3717727.270.026066275 0.000244001 8.2E-06 7.7E-08 3.9E-07 2.9E-08 4.2E-07 3.3E-08 152 UCART1 483188.21 3717727.27 483188.21, 3717727.270.048182674 0.000339742 1.5E-05 1.1E-07 7.2E-07 4.0E-08 7.6E-07 4.5E-08 153 UCART1 483238.21 3717727.27 483238.21, 3717727.270.053879471 0.000349593 1.7E-05 1.1E-07 8.0E-07 4.2E-08 8.4E-07 4.7E-08 154 UCART1 483288.21 3717727.27 483288.21, 3717727.270.032134802 0.00026369 1.0E-05 8.3E-08 4.8E-07 3.1E-08 5.1E-07 3.5E-08 155 UCART1 483338.21 3717727.27 483338.21, 3717727.270.016631708 0.000180027 5.2E-06 5.7E-08 2.5E-07 2.1E-08 2.7E-07 2.4E-08 156 UCART1 483388.21 3717727.27 483388.21, 3717727.270.009386091 0.000125169 3.0E-06 4.0E-08 1.4E-07 1.5E-08 1.5E-07 1.7E-08 157 UCART1 483438.21 3717727.27 483438.21, 3717727.270.005789721 9.25376E-05 1.8E-06 2.9E-08 8.6E-08 1.1E-08 9.7E-08 1.2E-08 158 UCART1 483538.21 3717727.27 483538.21, 3717727.270.00270575 6.25726E-05 8.5E-07 2.0E-08 4.0E-08 7.4E-09 4.8E-08 8.4E-09 159 UCART1 483588.21 3717727.27 483588.21, 3717727.270.001985687 5.55025E-05 6.3E-07 1.8E-08 3.0E-08 6.6E-09 3.6E-08 7.4E-09 160 UCART1 483638.21 3717727.27 483638.21, 3717727.270.001529478 4.90785E-05 4.8E-07 1.5E-08 2.3E-08 5.8E-09 2.9E-08 6.6E-09 161 UCART1 483688.21 3717727.27 483688.21, 3717727.270.00122003 4.17783E-05 3.9E-07 1.3E-08 1.8E-08 5.0E-09 2.3E-08 5.6E-09 162 UCART1 482838.21 3717777.27 482838.21, 3717777.270.001387943 3.0228E-05 4.4E-07 9.5E-09 2.1E-08 3.6E-09 2.4E-08 4.0E-09 163 UCART1 482888.21 3717777.27 482888.21, 3717777.270.001862326 3.92559E-05 5.9E-07 1.2E-08 2.8E-08 4.7E-09 3.2E-08 5.3E-09 164 UCART1 482938.21 3717777.27 482938.21, 3717777.270.00246795 4.75347E-05 7.8E-07 1.5E-08 3.7E-08 5.7E-09 4.2E-08 6.4E-09 165 UCART1 482988.21 3717777.27 482988.21, 3717777.270.003504673 6.2065E-05 1.1E-06 2.0E-08 5.2E-08 7.4E-09 6.0E-08 8.3E-09 166 UCART1 483038.21 3717777.27 483038.21, 3717777.270.005357247 8.44987E-05 1.7E-06 2.7E-08 8.0E-08 1.0E-08 9.0E-08 1.1E-08 167 UCART1 483088.21 3717777.27 483088.21, 3717777.270.008487783 0.00011269 2.7E-06 3.6E-08 1.3E-07 1.3E-08 1.4E-07 1.5E-08 168 UCART1 483138.21 3717777.27 483138.21, 3717777.270.012837891 0.000146468 4.1E-06 4.6E-08 1.9E-07 1.7E-08 2.1E-07 2.0E-08 169 UCART1 483188.21 3717777.27 483188.21, 3717777.270.017202063 0.000173422 5.4E-06 5.5E-08 2.6E-07 2.1E-08 2.8E-07 2.3E-08 170 UCART1 483238.21 3717777.27 483238.21, 3717777.270.018087893 0.000175344 5.7E-06 5.5E-08 2.7E-07 2.1E-08 2.9E-07 2.3E-08 171 UCART1 483288.21 3717777.27 483288.21, 3717777.270.014928457 0.00015391 4.7E-06 4.9E-08 2.2E-07 1.8E-08 2.4E-07 2.1E-08 172 UCART1 483338.21 3717777.27 483338.21, 3717777.270.010659596 0.000124061 3.4E-06 3.9E-08 1.6E-07 1.5E-08 1.7E-07 1.7E-08 173 UCART1 483388.21 3717777.27 483388.21, 3717777.270.007240217 9.66903E-05 2.3E-06 3.1E-08 1.1E-07 1.2E-08 1.2E-07 1.3E-08 174 UCART1 483438.21 3717777.27 483438.21, 3717777.270.004988261 7.59548E-05 1.6E-06 2.4E-08 7.4E-08 9.0E-09 8.3E-08 1.0E-08 175 UCART1 483538.21 3717777.27 483538.21, 3717777.270.002588073 5.04652E-05 8.2E-07 1.6E-08 3.9E-08 6.0E-09 4.5E-08 6.8E-09 176 UCART1 483588.21 3717777.27 483588.21, 3717777.270.001952685 4.26531E-05 6.2E-07 1.3E-08 2.9E-08 5.1E-09 3.4E-08 5.7E-09 177 UCART1 483638.21 3717777.27 483638.21, 3717777.270.001521771 3.65106E-05 4.8E-07 1.2E-08 2.3E-08 4.3E-09 2.7E-08 4.9E-09 178 UCART1 483688.21 3717777.27 483688.21, 3717777.270.00122107 3.12853E-05 3.9E-07 9.9E-09 1.8E-08 3.7E-09 2.2E-08 4.2E-09 179 UCART1 482838.21 3717827.27 482838.21, 3717827.270.001291732 2.7798E-05 4.1E-07 8.8E-09 1.9E-08 3.3E-09 2.3E-08 3.7E-09 180 UCART1 482888.21 3717827.27 482888.21, 3717827.270.001688298 3.50362E-05 5.3E-07 1.1E-08 2.5E-08 4.2E-09 2.9E-08 4.7E-09 181 UCART1 482938.21 3717827.27 482938.21, 3717827.270.002130985 4.16766E-05 6.7E-07 1.3E-08 3.2E-08 5.0E-09 3.7E-08 5.6E-09 182 UCART1 482988.21 3717827.27 482988.21, 3717827.270.002954413 5.41191E-05 9.3E-07 1.7E-08 4.4E-08 6.4E-09 5.0E-08 7.2E-09 183 UCART1 483038.21 3717827.27 483038.21, 3717827.270.004147714 6.76379E-05 1.3E-06 2.1E-08 6.2E-08 8.1E-09 7.0E-08 9.1E-09 184 UCART1 483088.21 3717827.27 483088.21, 3717827.270.005660076 8.15291E-05 1.8E-06 2.6E-08 8.4E-08 9.7E-09 9.4E-08 1.1E-08 185 UCART1 483138.21 3717827.27 483138.21, 3717827.270.007168199 9.81912E-05 2.3E-06 3.1E-08 1.1E-07 1.2E-08 1.2E-07 1.3E-08 186 UCART1 483188.21 3717827.27 483188.21, 3717827.270.008493914 0.000106226 2.7E-06 3.4E-08 1.3E-07 1.3E-08 1.4E-07 1.4E-08 187 UCART1 483238.21 3717827.27 483238.21, 3717827.270.008767813 0.000107029 2.8E-06 3.4E-08 1.3E-07 1.3E-08 1.4E-07 1.4E-08 188 UCART1 483288.21 3717827.27 483288.21, 3717827.270.008032232 9.73169E-05 2.5E-06 3.1E-08 1.2E-07 1.2E-08 1.3E-07 1.3E-08 189 UCART1 483338.21 3717827.27 483338.21, 3717827.270.006742974 8.63893E-05 2.1E-06 2.7E-08 1.0E-07 1.0E-08 1.1E-07 1.2E-08 190 UCART1 483388.21 3717827.27 483388.21, 3717827.270.00528064 7.32272E-05 1.7E-06 2.3E-08 7.9E-08 8.7E-09 8.7E-08 9.8E-09 191 UCART1 483438.21 3717827.27 483438.21, 3717827.270.004034442 6.15346E-05 1.3E-06 1.9E-08 6.0E-08 7.3E-09 6.7E-08 8.2E-09 192 UCART1 483488.21 3717827.27 483488.21, 3717827.270.003070967 5.15453E-05 9.7E-07 1.6E-08 4.6E-08 6.1E-09 5.2E-08 6.9E-09 193 UCART1 483538.21 3717827.27 483538.21, 3717827.270.002362531 4.34795E-05 7.5E-07 1.4E-08 3.5E-08 5.2E-09 4.0E-08 5.8E-09 194 UCART1 483588.21 3717827.27 483588.21, 3717827.270.001851781 3.6801E-05 5.8E-07 1.2E-08 2.8E-08 4.4E-09 3.2E-08 4.9E-09 195 UCART1 483638.21 3717827.27 483638.21, 3717827.270.001479159 3.1591E-05 4.7E-07 1.0E-08 2.2E-08 3.8E-09 2.6E-08 4.2E-09 196 UCART1 483688.21 3717827.27 483688.21, 3717827.270.001205077 2.72303E-05 3.8E-07 8.6E-09 1.8E-08 3.2E-09 2.1E-08 3.6E-09 197 UCART1 483738.21 3717827.27 483738.21, 3717827.270.001004878 2.3484E-05 3.2E-07 7.4E-09 1.5E-08 2.8E-09 1.8E-08 3.1E-09 198 UCART1 483788.21 3717827.27 483788.21, 3717827.270.00084854 2.02655E-05 2.7E-07 6.4E-09 1.3E-08 2.4E-09 1.5E-08 2.7E-09 199 UCART1 482838.21 3717877.27 482838.21, 3717877.270.001194258 2.5671E-05 3.8E-07 8.1E-09 1.8E-08 3.1E-09 2.1E-08 3.4E-09 200 UCART1 482888.21 3717877.27 482888.21, 3717877.270.00151391 3.13585E-05 4.8E-07 9.9E-09 2.3E-08 3.7E-09 2.6E-08 4.2E-09 201 UCART1 482938.21 3717877.27 482938.21, 3717877.270.001864083 3.89814E-05 5.9E-07 1.2E-08 2.8E-08 4.6E-09 3.2E-08 5.2E-09 202 UCART1 482988.21 3717877.27 482988.21, 3717877.270.002436344 4.82662E-05 7.7E-07 1.5E-08 3.6E-08 5.7E-09 4.2E-08 6.5E-09 203 UCART1 483038.21 3717877.27 483038.21, 3717877.270.003157023 5.51017E-05 1.0E-06 1.7E-08 4.7E-08 6.6E-09 5.4E-08 7.4E-09 204 UCART1 483088.21 3717877.27 483088.21, 3717877.270.003869766 6.4088E-05 1.2E-06 2.0E-08 5.8E-08 7.6E-09 6.5E-08 8.6E-09 205 UCART1 483138.21 3717877.27 483138.21, 3717877.270.004392028 7.22478E-05 1.4E-06 2.3E-08 6.5E-08 8.6E-09 7.4E-08 9.7E-09 206 UCART1 483188.21 3717877.27 483188.21, 3717877.270.004943914 7.19483E-05 1.6E-06 2.3E-08 7.4E-08 8.6E-09 8.2E-08 9.6E-09 207 UCART1 483238.21 3717877.27 483238.21, 3717877.270.005152393 7.32623E-05 1.6E-06 2.3E-08 7.7E-08 8.7E-09 8.5E-08 9.8E-09 208 UCART1 483288.21 3717877.27 483288.21, 3717877.270.004876531 6.70222E-05 1.5E-06 2.1E-08 7.3E-08 8.0E-09 8.1E-08 9.0E-09 209 UCART1 483338.21 3717877.27 483338.21, 3717877.270.004411857 6.13398E-05 1.4E-06 1.9E-08 6.6E-08 7.3E-09 7.3E-08 8.2E-09 210 UCART1 483388.21 3717877.27 483388.21, 3717877.270.003800705 5.51583E-05 1.2E-06 1.7E-08 5.7E-08 6.6E-09 6.3E-08 7.4E-09 211 UCART1 483438.21 3717877.27 483438.21, 3717877.270.003151548 4.87276E-05 9.9E-07 1.5E-08 4.7E-08 5.8E-09 5.3E-08 6.5E-09 212 UCART1 483488.21 3717877.27 483488.21, 3717877.270.002544452 4.23741E-05 8.0E-07 1.3E-08 3.8E-08 5.0E-09 4.3E-08 5.7E-09 213 UCART1 483538.21 3717877.27 483538.21, 3717877.270.002061246 3.70622E-05 6.5E-07 1.2E-08 3.1E-08 4.4E-09 3.5E-08 5.0E-09 214 UCART1 483588.21 3717877.27 483588.21, 3717877.270.001686241 3.25017E-05 5.3E-07 1.0E-08 2.5E-08 3.9E-09 2.9E-08 4.4E-09 215 UCART1 483638.21 3717877.27 483638.21, 3717877.270.001393238 2.84419E-05 4.4E-07 9.0E-09 2.1E-08 3.4E-09 2.4E-08 3.8E-09 216 UCART1 483688.21 3717877.27 483688.21, 3717877.270.001163662 2.44681E-05 3.7E-07 7.7E-09 1.7E-08 2.9E-09 2.0E-08 3.3E-09 217 UCART1 483738.21 3717877.27 483738.21, 3717877.270.000981825 2.13706E-05 3.1E-07 6.7E-09 1.5E-08 2.5E-09 1.7E-08 2.9E-09 218 UCART1 483788.21 3717877.27 483788.21, 3717877.270.000834835 1.87081E-05 2.6E-07 5.9E-09 1.2E-08 2.2E-09 1.5E-08 2.5E-09 219 UCART1 482838.21 3717927.27 482838.21, 3717927.270.001089706 2.40724E-05 3.4E-07 7.6E-09 1.6E-08 2.9E-09 1.9E-08 3.2E-09 220 UCART1 482888.21 3717927.27 482888.21, 3717927.270.001327168 2.94713E-05 4.2E-07 9.3E-09 2.0E-08 3.5E-09 2.3E-08 3.9E-09 221 UCART1 482938.21 3717927.27 482938.21, 3717927.270.001584287 3.68232E-05 5.0E-07 1.2E-08 2.4E-08 4.4E-09 2.8E-08 4.9E-09 222 UCART1 482988.21 3717927.27 482988.21, 3717927.270.001982295 4.36881E-05 6.3E-07 1.4E-08 2.9E-08 5.2E-09 3.5E-08 5.9E-09 223 UCART1 483038.21 3717927.27 483038.21, 3717927.270.00239694 4.67602E-05 7.6E-07 1.5E-08 3.6E-08 5.6E-09 4.1E-08 6.3E-09 224 UCART1 483088.21 3717927.27 483088.21, 3717927.270.002708837 5.4234E-05 8.5E-07 1.7E-08 4.0E-08 6.5E-09 4.7E-08 7.3E-09 225 UCART1 483138.21 3717927.27 483138.21, 3717927.270.002970962 5.4852E-05 9.4E-07 1.7E-08 4.4E-08 6.5E-09 5.1E-08 7.3E-09 226 UCART1 483188.21 3717927.27 483188.21, 3717927.270.003269156 5.27804E-05 1.0E-06 1.7E-08 4.9E-08 6.3E-09 5.5E-08 7.1E-09 227 UCART1 483238.21 3717927.27 483238.21, 3717927.270.003325021 5.19271E-05 1.0E-06 1.6E-08 4.9E-08 6.2E-09 5.6E-08 7.0E-09 228 UCART1 483288.21 3717927.27 483288.21, 3717927.270.003211505 4.90079E-05 1.0E-06 1.5E-08 4.8E-08 5.8E-09 5.4E-08 6.6E-09 229 UCART1 483338.21 3717927.27 483338.21, 3717927.270.003031895 4.59052E-05 9.6E-07 1.4E-08 4.5E-08 5.5E-09 5.1E-08 6.1E-09 230 UCART1 483388.21 3717927.27 483388.21, 3717927.270.002766987 4.24946E-05 8.7E-07 1.3E-08 4.1E-08 5.1E-09 4.6E-08 5.7E-09 231 UCART1 483438.21 3717927.27 483438.21, 3717927.270.002441935 3.88163E-05 7.7E-07 1.2E-08 3.6E-08 4.6E-09 4.1E-08 5.2E-09 232 UCART1 483488.21 3717927.27 483488.21, 3717927.270.002074818 3.38401E-05 6.5E-07 1.1E-08 3.1E-08 4.0E-09 3.5E-08 4.5E-09 233 UCART1 483538.21 3717927.27 483538.21, 3717927.270.00175842 3.02841E-05 5.5E-07 9.6E-09 2.6E-08 3.6E-09 3.0E-08 4.1E-09 234 UCART1 483588.21 3717927.27 483588.21, 3717927.270.001495672 2.76977E-05 4.7E-07 8.7E-09 2.2E-08 3.3E-09 2.6E-08 3.7E-09 235 UCART1 483638.21 3717927.27 483638.21, 3717927.270.001285129 2.52437E-05 4.1E-07 8.0E-09 1.9E-08 3.0E-09 2.2E-08 3.4E-09 236 UCART1 483688.21 3717927.27 483688.21, 3717927.270.001099378 2.2289E-05 3.5E-07 7.0E-09 1.6E-08 2.7E-09 1.9E-08 3.0E-09 237 UCART1 483738.21 3717927.27 483738.21, 3717927.270.000942704 1.95823E-05 3.0E-07 6.2E-09 1.4E-08 2.3E-09 1.6E-08 2.6E-09 238 UCART1 483788.21 3717927.27 483788.21, 3717927.270.000811951 1.73574E-05 2.6E-07 5.5E-09 1.2E-08 2.1E-09 1.4E-08 2.3E-09 239 UCART1 482838.21 3717977.27 482838.21, 3717977.270.000997463 2.32547E-05 3.1E-07 7.3E-09 1.5E-08 2.8E-09 1.8E-08 3.1E-09 240 UCART1 482888.21 3717977.27 482888.21, 3717977.270.001188848 2.78434E-05 3.8E-07 8.8E-09 1.8E-08 3.3E-09 2.1E-08 3.7E-09 241 UCART1 482938.21 3717977.27 482938.21, 3717977.270.001381225 3.41489E-05 4.4E-07 1.1E-08 2.1E-08 4.1E-09 2.5E-08 4.6E-09 242 UCART1 482988.21 3717977.27 482988.21, 3717977.270.001620671 3.84722E-05 5.1E-07 1.2E-08 2.4E-08 4.6E-09 2.9E-08 5.2E-09 243 UCART1 483038.21 3717977.27 483038.21, 3717977.270.001851866 4.08569E-05 5.8E-07 1.3E-08 2.8E-08 4.9E-09 3.2E-08 5.5E-09 244 UCART1 483088.21 3717977.27 483088.21, 3717977.270.002019989 4.33489E-05 6.4E-07 1.4E-08 3.0E-08 5.2E-09 3.5E-08 5.8E-09 245 UCART1 483138.21 3717977.27 483138.21, 3717977.270.002153532 4.24711E-05 6.8E-07 1.3E-08 3.2E-08 5.1E-09 3.7E-08 5.7E-09 246 UCART1 483188.21 3717977.27 483188.21, 3717977.270.00224677 4.04717E-05 7.1E-07 1.3E-08 3.3E-08 4.8E-09 3.8E-08 5.4E-09 247 UCART1 483238.21 3717977.27 483238.21, 3717977.270.002256287 3.82875E-05 7.1E-07 1.2E-08 3.4E-08 4.6E-09 3.8E-08 5.1E-09 248 UCART1 483288.21 3717977.27 483288.21, 3717977.270.002250926 3.68639E-05 7.1E-07 1.2E-08 3.3E-08 4.4E-09 3.8E-08 4.9E-09 249 UCART1 483338.21 3717977.27 483338.21, 3717977.270.002179968 3.49655E-05 6.9E-07 1.1E-08 3.2E-08 4.2E-09 3.7E-08 4.7E-09 250 UCART1 483388.21 3717977.27 483388.21, 3717977.270.002059191 3.28698E-05 6.5E-07 1.0E-08 3.1E-08 3.9E-09 3.5E-08 4.4E-09 251 UCART1 483438.21 3717977.27 483438.21, 3717977.270.001896035 3.06595E-05 6.0E-07 9.7E-09 2.8E-08 3.6E-09 3.2E-08 4.1E-09 252 UCART1 483488.21 3717977.27 483488.21, 3717977.270.001707225 2.8426E-05 5.4E-07 9.0E-09 2.5E-08 3.4E-09 2.9E-08 3.8E-09 253 UCART1 483538.21 3717977.27 483538.21, 3717977.270.001510209 2.61516E-05 4.8E-07 8.3E-09 2.2E-08 3.1E-09 2.6E-08 3.5E-09 254 UCART1 483588.21 3717977.27 483588.21, 3717977.270.001332218 2.4469E-05 4.2E-07 7.7E-09 2.0E-08 2.9E-09 2.3E-08 3.3E-09 255 UCART1 483638.21 3717977.27 483638.21, 3717977.270.001173431 2.24153E-05 3.7E-07 7.1E-09 1.7E-08 2.7E-09 2.0E-08 3.0E-09 256 UCART1 483688.21 3717977.27 483688.21, 3717977.270.001018519 2.02026E-05 3.2E-07 6.4E-09 1.5E-08 2.4E-09 1.8E-08 2.7E-09 257 UCART1 483738.21 3717977.27 483738.21, 3717977.270.000874064 1.80665E-05 2.8E-07 5.7E-09 1.3E-08 2.2E-09 1.5E-08 2.4E-09 258 UCART1 483788.21 3717977.27 483788.21, 3717977.270.000769059 1.63137E-05 2.4E-07 5.1E-09 1.1E-08 1.9E-09 1.3E-08 2.2E-09 259 UCART1 482838.21 3718027.27 482838.21, 3718027.270.000901206 2.26468E-05 2.8E-07 7.1E-09 1.3E-08 2.7E-09 1.6E-08 3.0E-09 260 UCART1 482888.21 3718027.27 482888.21, 3718027.270.001034928 2.69823E-05 3.3E-07 8.5E-09 1.5E-08 3.2E-09 1.9E-08 3.6E-09 261 UCART1 482938.21 3718027.27 482938.21, 3718027.270.001172663 3.14991E-05 3.7E-07 9.9E-09 1.7E-08 3.7E-09 2.1E-08 4.2E-09 262 UCART1 482988.21 3718027.27 482988.21, 3718027.270.001313102 3.4871E-05 4.1E-07 1.1E-08 2.0E-08 4.2E-09 2.4E-08 4.7E-09 263 UCART1 483038.21 3718027.27 483038.21, 3718027.270.001437673 3.64321E-05 4.5E-07 1.1E-08 2.1E-08 4.3E-09 2.6E-08 4.9E-09 264 UCART1 483088.21 3718027.27 483088.21, 3718027.270.001530684 3.62252E-05 4.8E-07 1.1E-08 2.3E-08 4.3E-09 2.7E-08 4.9E-09 265 UCART1 483138.21 3718027.27 483138.21, 3718027.270.001597637 3.43153E-05 5.0E-07 1.1E-08 2.4E-08 4.1E-09 2.8E-08 4.6E-09 266 UCART1 483188.21 3718027.27 483188.21, 3718027.270.001631678 3.17761E-05 5.1E-07 1.0E-08 2.4E-08 3.8E-09 2.8E-08 4.3E-09 267 UCART1 483238.21 3718027.27 483238.21, 3718027.270.001641419 2.94447E-05 5.2E-07 9.3E-09 2.4E-08 3.5E-09 2.8E-08 3.9E-09 268 UCART1 483288.21 3718027.27 483288.21, 3718027.270.001652108 2.83731E-05 5.2E-07 9.0E-09 2.5E-08 3.4E-09 2.8E-08 3.8E-09 269 UCART1 483338.21 3718027.27 483338.21, 3718027.270.001626322 2.72113E-05 5.1E-07 8.6E-09 2.4E-08 3.2E-09 2.7E-08 3.6E-09 270 UCART1 483388.21 3718027.27 483388.21, 3718027.270.001570872 2.5915E-05 5.0E-07 8.2E-09 2.3E-08 3.1E-09 2.6E-08 3.5E-09 271 UCART1 483438.21 3718027.27 483438.21, 3718027.270.001490263 2.45878E-05 4.7E-07 7.8E-09 2.2E-08 2.9E-09 2.5E-08 3.3E-09 272 UCART1 483488.21 3718027.27 483488.21, 3718027.270.001389321 2.32903E-05 4.4E-07 7.4E-09 2.1E-08 2.8E-09 2.3E-08 3.1E-09 273 UCART1 483538.21 3718027.27 483538.21, 3718027.270.001278461 2.21985E-05 4.0E-07 7.0E-09 1.9E-08 2.6E-09 2.2E-08 3.0E-09 274 UCART1 483588.21 3718027.27 483588.21, 3718027.270.001156147 2.08272E-05 3.6E-07 6.6E-09 1.7E-08 2.5E-09 2.0E-08 2.8E-09 275 UCART1 483638.21 3718027.27 483638.21, 3718027.270.001039289 1.9588E-05 3.3E-07 6.2E-09 1.5E-08 2.3E-09 1.8E-08 2.6E-09 276 UCART1 483688.21 3718027.27 483688.21, 3718027.270.000913637 1.7443E-05 2.9E-07 5.5E-09 1.4E-08 2.1E-09 1.6E-08 2.3E-09 277 UCART1 483738.21 3718027.27 483738.21, 3718027.270.000795197 1.52357E-05 2.5E-07 4.8E-09 1.2E-08 1.8E-09 1.4E-08 2.0E-09 278 UCART1 483788.21 3718027.27 483788.21, 3718027.270.000706423 1.40163E-05 2.2E-07 4.4E-09 1.1E-08 1.7E-09 1.2E-08 1.9E-09 279 UCART2 483217.95 3717535.43 483217.95, 3717535.430.034701276 0.000473751 1.1E-05 1.5E-07 5.2E-07 5.6E-08 5.7E-07 6.3E-08 280 UCART3 483253.34 3717548.13 483253.34, 3717548.130.040280448 0.000523523 1.3E-05 1.7E-07 6.0E-07 6.2E-08 6.6E-07 7.0E-08 281 UCART4 483282.7 3717560.83 483282.7, 3717560.830.036579124 0.000462976 1.2E-05 1.5E-07 5.4E-07 5.5E-08 6.0E-07 6.2E-08 Residential DOSEair = (Cair*(BR/BW)*A*EF*10 -6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor 1 CPF 1.1 Cancer Potency Factor for DPM 4 EF 0.49 Exposure frequency (350/year) 2 AT 70 Averaging Time 5 10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion
3 Age BR/BW ASF FAH ED (Const) ED (Ops)
Student 640 3 1 1 9
Student (Combined) 640 3 1 1 8
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for DPM, OEHHA 2015, Table 7.1, page 7-5 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 1.5E-06 Rec#: 127
Location: 483288.21, 3717627.27
Student Risk
Concentration [ug/m^3]
Discrete Receptor ID Operations Student Dose Student Risk X Y X, Y Total Operations Operations
1 UCART1 482838.21 3717227.27 482838.21, 3717227.27 1.91168E-05 6.0E-09 2.1E-10 2 UCART1 482888.21 3717227.27 482888.21, 3717227.27 2.11306E-05 6.7E-09 2.3E-10 3 UCART1 482988.21 3717227.27 482988.21, 3717227.27 2.59278E-05 8.2E-09 2.8E-10 4 UCART1 483038.21 3717227.27 483038.21, 3717227.27 2.85758E-05 9.0E-09 3.1E-10 5 UCART1 483088.21 3717227.27 483088.21, 3717227.27 3.11016E-05 9.8E-09 3.4E-10 6 UCART1 483138.21 3717227.27 483138.21, 3717227.27 3.30263E-05 1.0E-08 3.6E-10 7 UCART1 483188.21 3717227.27 483188.21, 3717227.27 3.42876E-05 1.1E-08 3.7E-10 8 UCART1 483238.21 3717227.27 483238.21, 3717227.27 3.68458E-05 1.2E-08 4.0E-10 9 UCART1 483288.21 3717227.27 483288.21, 3717227.27 3.58255E-05 1.1E-08 3.9E-10 10 UCART1 483338.21 3717227.27 483338.21, 3717227.27 3.67475E-05 1.2E-08 4.0E-10 11 UCART1 483388.21 3717227.27 483388.21, 3717227.27 3.39019E-05 1.1E-08 3.7E-10 12 UCART1 483438.21 3717227.27 483438.21, 3717227.27 2.81784E-05 8.9E-09 3.0E-10 13 UCART1 483488.21 3717227.27 483488.21, 3717227.27 2.54981E-05 8.0E-09 2.8E-10 14 UCART1 483788.21 3717227.27 483788.21, 3717227.27 1.4029E-05 4.4E-09 1.5E-10 15 UCART1 482838.21 3717277.27 482838.21, 3717277.27 2.15344E-05 6.8E-09 2.3E-10 16 UCART1 482888.21 3717277.27 482888.21, 3717277.27 2.40802E-05 7.6E-09 2.6E-10 17 UCART1 482988.21 3717277.27 482988.21, 3717277.27 3.05509E-05 9.6E-09 3.3E-10 18 UCART1 483038.21 3717277.27 483038.21, 3717277.27 3.44115E-05 1.1E-08 3.7E-10 19 UCART1 483088.21 3717277.27 483088.21, 3717277.27 3.79552E-05 1.2E-08 4.1E-10 20 UCART1 483138.21 3717277.27 483138.21, 3717277.27 4.10567E-05 1.3E-08 4.4E-10 21 UCART1 483188.21 3717277.27 483188.21, 3717277.27 4.29157E-05 1.4E-08 4.6E-10 22 UCART1 483238.21 3717277.27 483238.21, 3717277.27 4.33348E-05 1.4E-08 4.7E-10 23 UCART1 483288.21 3717277.27 483288.21, 3717277.27 4.22052E-05 1.3E-08 4.6E-10 24 UCART1 483338.21 3717277.27 483338.21, 3717277.27 4.04196E-05 1.3E-08 4.4E-10 25 UCART1 483388.21 3717277.27 483388.21, 3717277.27 3.69257E-05 1.2E-08 4.0E-10 26 UCART1 483438.21 3717277.27 483438.21, 3717277.27 3.34558E-05 1.1E-08 3.6E-10 27 UCART1 483488.21 3717277.27 483488.21, 3717277.27 2.98246E-05 9.4E-09 3.2E-10 28 UCART1 483788.21 3717277.27 483788.21, 3717277.27 1.4945E-05 4.7E-09 1.6E-10 29 UCART1 482838.21 3717327.27 482838.21, 3717327.27 2.40834E-05 7.6E-09 2.6E-10 30 UCART1 482888.21 3717327.27 482888.21, 3717327.27 2.74965E-05 8.7E-09 3.0E-10 31 UCART1 483038.21 3717327.27 483038.21, 3717327.27 4.20355E-05 1.3E-08 4.5E-10 32 UCART1 483088.21 3717327.27 483088.21, 3717327.27 4.76208E-05 1.5E-08 5.2E-10 33 UCART1 483138.21 3717327.27 483138.21, 3717327.27 5.25262E-05 1.7E-08 5.7E-10 34 UCART1 483188.21 3717327.27 483188.21, 3717327.27 5.57248E-05 1.8E-08 6.0E-10 35 UCART1 483238.21 3717327.27 483238.21, 3717327.27 5.64379E-05 1.8E-08 6.1E-10 36 UCART1 483288.21 3717327.27 483288.21, 3717327.27 5.46116E-05 1.7E-08 5.9E-10 37 UCART1 483338.21 3717327.27 483338.21, 3717327.27 5.07142E-05 1.6E-08 5.5E-10 38 UCART1 483388.21 3717327.27 483388.21, 3717327.27 4.55932E-05 1.4E-08 4.9E-10 39 UCART1 483438.21 3717327.27 483438.21, 3717327.27 4.0107E-05 1.3E-08 4.3E-10 40 UCART1 483488.21 3717327.27 483488.21, 3717327.27 3.48235E-05 1.1E-08 3.8E-10 41 UCART1 483538.21 3717327.27 483538.21, 3717327.27 3.02427E-05 9.5E-09 3.3E-10 42 UCART1 483738.21 3717327.27 483738.21, 3717327.27 1.79684E-05 5.7E-09 1.9E-10 43 UCART1 483788.21 3717327.27 483788.21, 3717327.27 1.6034E-05 5.1E-09 1.7E-10 44 UCART1 482838.21 3717377.27 482838.21, 3717377.27 2.68326E-05 8.5E-09 2.9E-10 45 UCART1 482888.21 3717377.27 482888.21, 3717377.27 3.14137E-05 9.9E-09 3.4E-10 46 UCART1 483038.21 3717377.27 483038.21, 3717377.27 5.20383E-05 1.6E-08 5.6E-10 47 UCART1 483088.21 3717377.27 483088.21, 3717377.27 6.12109E-05 1.9E-08 6.6E-10 48 UCART1 483138.21 3717377.27 483138.21, 3717377.27 6.99128E-05 2.2E-08 7.6E-10 49 UCART1 483188.21 3717377.27 483188.21, 3717377.27 7.59597E-05 2.4E-08 8.2E-10 50 UCART1 483238.21 3717377.27 483238.21, 3717377.27 7.71821E-05 2.4E-08 8.4E-10 51 UCART1 483288.21 3717377.27 483288.21, 3717377.27 7.34116E-05 2.3E-08 7.9E-10 52 UCART1 483338.21 3717377.27 483338.21, 3717377.27 6.60633E-05 2.1E-08 7.1E-10 53 UCART1 483388.21 3717377.27 483388.21, 3717377.27 5.72175E-05 1.8E-08 6.2E-10 54 UCART1 483438.21 3717377.27 483438.21, 3717377.27 4.84716E-05 1.5E-08 5.2E-10 55 UCART1 483488.21 3717377.27 483488.21, 3717377.27 4.0885E-05 1.3E-08 4.4E-10 56 UCART1 483538.21 3717377.27 483538.21, 3717377.27 3.47266E-05 1.1E-08 3.8E-10 57 UCART1 483588.21 3717377.27 483588.21, 3717377.27 2.96151E-05 9.3E-09 3.2E-10 58 UCART1 483738.21 3717377.27 483738.21, 3717377.27 1.92781E-05 6.1E-09 2.1E-10 59 UCART1 483788.21 3717377.27 483788.21, 3717377.27 1.708E-05 5.4E-09 1.8E-10 60 UCART1 482838.21 3717427.27 482838.21, 3717427.27 2.96457E-05 9.4E-09 3.2E-10 61 UCART1 482888.21 3717427.27 482888.21, 3717427.27 3.55279E-05 1.1E-08 3.8E-10 62 UCART1 482988.21 3717427.27 482988.21, 3717427.27 5.30493E-05 1.7E-08 5.7E-10 63 UCART1 483038.21 3717427.27 483038.21, 3717427.27 6.59691E-05 2.1E-08 7.1E-10 64 UCART1 483088.21 3717427.27 483088.21, 3717427.27 8.18304E-05 2.6E-08 8.9E-10 65 UCART1 483138.21 3717427.27 483138.21, 3717427.27 9.84518E-05 3.1E-08 1.1E-09 66 UCART1 483188.21 3717427.27 483188.21, 3717427.27 0.000111132 3.5E-08 1.2E-09 67 UCART1 483238.21 3717427.27 483238.21, 3717427.27 0.000113767 3.6E-08 1.2E-09 68 UCART1 483288.21 3717427.27 483288.21, 3717427.27 0.000104962 3.3E-08 1.1E-09 69 UCART1 483338.21 3717427.27 483338.21, 3717427.27 8.91963E-05 2.8E-08 9.7E-10 70 UCART1 483388.21 3717427.27 483388.21, 3717427.27 7.30989E-05 2.3E-08 7.9E-10 71 UCART1 483438.21 3717427.27 483438.21, 3717427.27 5.91853E-05 1.9E-08 6.4E-10 72 UCART1 483488.21 3717427.27 483488.21, 3717427.27 4.81486E-05 1.5E-08 5.2E-10 73 UCART1 483538.21 3717427.27 483538.21, 3717427.27 3.95706E-05 1.2E-08 4.3E-10 74 UCART1 483588.21 3717427.27 483588.21, 3717427.27 3.29853E-05 1.0E-08 3.6E-10 75 UCART1 483738.21 3717427.27 483738.21, 3717427.27 2.06396E-05 6.5E-09 2.2E-10 76 UCART1 483788.21 3717427.27 483788.21, 3717427.27 1.80607E-05 5.7E-09 2.0E-10 77 UCART1 482838.21 3717477.27 482838.21, 3717477.27 3.22115E-05 1.0E-08 3.5E-10 78 UCART1 482988.21 3717477.27 482988.21, 3717477.27 6.34895E-05 2.0E-08 6.9E-10 79 UCART1 483038.21 3717477.27 483038.21, 3717477.27 8.41218E-05 2.7E-08 9.1E-10 80 UCART1 483088.21 3717477.27 483088.21, 3717477.27 0.000113495 3.6E-08 1.2E-09 81 UCART1 483138.21 3717477.27 483138.21, 3717477.27 0.000149934 4.7E-08 1.6E-09 82 UCART1 483188.21 3717477.27 483188.21, 3717477.27 0.000183518 5.8E-08 2.0E-09 83 UCART1 483238.21 3717477.27 483238.21, 3717477.27 0.000188534 6.0E-08 2.0E-09 84 UCART1 483288.21 3717477.27 483288.21, 3717477.27 0.000162568 5.1E-08 1.8E-09 85 UCART1 483338.21 3717477.27 483338.21, 3717477.27 0.000126053 4.0E-08 1.4E-09 86 UCART1 483388.21 3717477.27 483388.21, 3717477.27 9.48778E-05 3.0E-08 1.0E-09 87 UCART1 483438.21 3717477.27 483438.21, 3717477.27 7.20413E-05 2.3E-08 7.8E-10 88 UCART1 483488.21 3717477.27 483488.21, 3717477.27 5.59927E-05 1.8E-08 6.1E-10 89 UCART1 483538.21 3717477.27 483538.21, 3717477.27 4.46594E-05 1.4E-08 4.8E-10 90 UCART1 483588.21 3717477.27 483588.21, 3717477.27 3.64259E-05 1.1E-08 3.9E-10 91 UCART1 482838.21 3717527.27 482838.21, 3717527.27 3.437E-05 1.1E-08 3.7E-10 92 UCART1 482888.21 3717527.27 482888.21, 3717527.27 4.30899E-05 1.4E-08 4.7E-10 93 UCART1 482938.21 3717527.27 482938.21, 3717527.27 5.54954E-05 1.8E-08 6.0E-10 94 UCART1 483138.21 3717527.27 483138.21, 3717527.27 0.000254251 8.0E-08 2.8E-09 95 UCART1 483188.21 3717527.27 483188.21, 3717527.27 0.000374455 1.2E-07 4.1E-09 96 UCART1 483238.21 3717527.27 483238.21, 3717527.27 0.000387351 1.2E-07 4.2E-09 97 UCART1 483288.21 3717527.27 483288.21, 3717527.27 0.000280198 8.8E-08 3.0E-09 98 UCART1 483338.21 3717527.27 483338.21, 3717527.27 0.00018104 5.7E-08 2.0E-09 99 UCART1 483388.21 3717527.27 483388.21, 3717527.27 0.000121149 3.8E-08 1.3E-09 100 UCART1 483438.21 3717527.27 483438.21, 3717527.27 8.53753E-05 2.7E-08 9.2E-10 101 UCART1 483488.21 3717527.27 483488.21, 3717527.27 6.38391E-05 2.0E-08 6.9E-10 102 UCART1 483538.21 3717527.27 483538.21, 3717527.27 4.97299E-05 1.6E-08 5.4E-10 103 UCART1 483588.21 3717527.27 483588.21, 3717527.27 3.99771E-05 1.3E-08 4.3E-10 104 UCART1 483638.21 3717527.27 483638.21, 3717527.27 3.29555E-05 1.0E-08 3.6E-10 105 UCART1 482838.21 3717577.27 482838.21, 3717577.27 3.57027E-05 1.1E-08 3.9E-10 106 UCART1 482888.21 3717577.27 482888.21, 3717577.27 4.54977E-05 1.4E-08 4.9E-10 107 UCART1 482938.21 3717577.27 482938.21, 3717577.27 5.98371E-05 1.9E-08 6.5E-10 108 UCART1 482988.21 3717577.27 482988.21, 3717577.27 8.30556E-05 2.6E-08 9.0E-10 109 UCART1 483038.21 3717577.27 483038.21, 3717577.27 0.000125945 4.0E-08 1.4E-09 110 UCART1 483088.21 3717577.27 483088.21, 3717577.27 0.000215644 6.8E-08 2.3E-09 111 UCART1 483136.15 3717594.45 483136.15, 3717594.45 0.000513606 1.6E-07 5.6E-09 112 UCART1 483288.21 3717577.27 483288.21, 3717577.27 0.000531882 1.7E-07 5.8E-09 113 UCART1 483338.21 3717577.27 483338.21, 3717577.27 0.000253385 8.0E-08 2.7E-09 114 UCART1 483388.21 3717577.27 483388.21, 3717577.27 0.000149073 4.7E-08 1.6E-09 115 UCART1 483438.21 3717577.27 483438.21, 3717577.27 9.8631E-05 3.1E-08 1.1E-09 116 UCART1 483488.21 3717577.27 483488.21, 3717577.27 7.08747E-05 2.2E-08 7.7E-10 117 UCART1 483538.21 3717577.27 483538.21, 3717577.27 5.47383E-05 1.7E-08 5.9E-10 118 UCART1 483588.21 3717577.27 483588.21, 3717577.27 4.39012E-05 1.4E-08 4.8E-10 119 UCART1 483638.21 3717577.27 483638.21, 3717577.27 3.61532E-05 1.1E-08 3.9E-10 120 UCART1 482838.21 3717627.27 482838.21, 3717627.27 3.6141E-05 1.1E-08 3.9E-10 121 UCART1 482888.21 3717627.27 482888.21, 3717627.27 4.627E-05 1.5E-08 5.0E-10 122 UCART1 482938.21 3717627.27 482938.21, 3717627.27 6.15061E-05 1.9E-08 6.7E-10 123 UCART1 482988.21 3717627.27 482988.21, 3717627.27 8.71876E-05 2.8E-08 9.4E-10 124 UCART1 483038.21 3717627.27 483038.21, 3717627.27 0.000134865 4.3E-08 1.5E-09 125 UCART1 483088.21 3717627.27 483088.21, 3717627.27 0.000244237 7.7E-08 2.6E-09 126 UCART1 483128.59 3717627.96 483128.59, 3717627.96 0.000492126 1.6E-07 5.3E-09 127 UCART1 483288.21 3717627.27 483288.21, 3717627.27 0.000718451 2.3E-07 7.8E-09 128 UCART1 483438.21 3717627.27 483438.21, 3717627.27 0.000121327 3.8E-08 1.3E-09 129 UCART1 483488.21 3717627.27 483488.21, 3717627.27 8.25804E-05 2.6E-08 8.9E-10 130 UCART1 483538.21 3717627.27 483538.21, 3717627.27 6.19906E-05 2.0E-08 6.7E-10 131 UCART1 483588.21 3717627.27 483588.21, 3717627.27 4.98939E-05 1.6E-08 5.4E-10 132 UCART1 483638.21 3717627.27 483638.21, 3717627.27 4.17008E-05 1.3E-08 4.5E-10 133 UCART1 482838.21 3717677.27 482838.21, 3717677.27 3.56093E-05 1.1E-08 3.9E-10 134 UCART1 482888.21 3717677.27 482888.21, 3717677.27 4.52678E-05 1.4E-08 4.9E-10 135 UCART1 482938.21 3717677.27 482938.21, 3717677.27 5.9824E-05 1.9E-08 6.5E-10 136 UCART1 482988.21 3717677.27 482988.21, 3717677.27 8.32214E-05 2.6E-08 9.0E-10 137 UCART1 483038.21 3717677.27 483038.21, 3717677.27 0.000125164 4.0E-08 1.4E-09 138 UCART1 483088.21 3717677.27 483088.21, 3717677.27 0.000213997 6.8E-08 2.3E-09 139 UCART1 483115.53 3717668.34 483115.53, 3717668.34 0.000326299 1.0E-07 3.5E-09 140 UCART1 483288.21 3717677.27 483288.21, 3717677.27 0.000490058 1.5E-07 5.3E-09 141 UCART1 483338.21 3717677.27 483338.21, 3717677.27 0.000249352 7.9E-08 2.7E-09 142 UCART1 483388.21 3717677.27 483388.21, 3717677.27 0.000156123 4.9E-08 1.7E-09 143 UCART1 483438.21 3717677.27 483438.21, 3717677.27 0.0001194 3.8E-08 1.3E-09 144 UCART1 483688.21 3717677.27 483688.21, 3717677.27 6.02933E-05 1.9E-08 6.5E-10 145 UCART1 482838.21 3717727.27 482838.21, 3717727.27 3.40876E-05 1.1E-08 3.7E-10 146 UCART1 482888.21 3717727.27 482888.21, 3717727.27 4.2783E-05 1.4E-08 4.6E-10 147 UCART1 482938.21 3717727.27 482938.21, 3717727.27 5.53847E-05 1.7E-08 6.0E-10 148 UCART1 482988.21 3717727.27 482988.21, 3717727.27 6.93526E-05 2.2E-08 7.5E-10 149 UCART1 483038.21 3717727.27 483038.21, 3717727.27 0.000101481 3.2E-08 1.1E-09 150 UCART1 483088.21 3717727.27 483088.21, 3717727.27 0.000158531 5.0E-08 1.7E-09 151 UCART1 483138.21 3717727.27 483138.21, 3717727.27 0.000244001 7.7E-08 2.6E-09 152 UCART1 483188.21 3717727.27 483188.21, 3717727.27 0.000339742 1.1E-07 3.7E-09 153 UCART1 483238.21 3717727.27 483238.21, 3717727.27 0.000349593 1.1E-07 3.8E-09 154 UCART1 483288.21 3717727.27 483288.21, 3717727.27 0.00026369 8.3E-08 2.9E-09 155 UCART1 483338.21 3717727.27 483338.21, 3717727.27 0.000180027 5.7E-08 1.9E-09 156 UCART1 483388.21 3717727.27 483388.21, 3717727.27 0.000125169 4.0E-08 1.4E-09 157 UCART1 483438.21 3717727.27 483438.21, 3717727.27 9.25376E-05 2.9E-08 1.0E-09 158 UCART1 483538.21 3717727.27 483538.21, 3717727.27 6.25726E-05 2.0E-08 6.8E-10 159 UCART1 483588.21 3717727.27 483588.21, 3717727.27 5.55025E-05 1.8E-08 6.0E-10 160 UCART1 483638.21 3717727.27 483638.21, 3717727.27 4.90785E-05 1.5E-08 5.3E-10 161 UCART1 483688.21 3717727.27 483688.21, 3717727.27 4.17783E-05 1.3E-08 4.5E-10 162 UCART1 482838.21 3717777.27 482838.21, 3717777.27 3.0228E-05 9.5E-09 3.3E-10 163 UCART1 482888.21 3717777.27 482888.21, 3717777.27 3.92559E-05 1.2E-08 4.2E-10 164 UCART1 482938.21 3717777.27 482938.21, 3717777.27 4.75347E-05 1.5E-08 5.1E-10 165 UCART1 482988.21 3717777.27 482988.21, 3717777.27 6.2065E-05 2.0E-08 6.7E-10 166 UCART1 483038.21 3717777.27 483038.21, 3717777.27 8.44987E-05 2.7E-08 9.1E-10 167 UCART1 483088.21 3717777.27 483088.21, 3717777.27 0.00011269 3.6E-08 1.2E-09 168 UCART1 483138.21 3717777.27 483138.21, 3717777.27 0.000146468 4.6E-08 1.6E-09 169 UCART1 483188.21 3717777.27 483188.21, 3717777.27 0.000173422 5.5E-08 1.9E-09 170 UCART1 483238.21 3717777.27 483238.21, 3717777.27 0.000175344 5.5E-08 1.9E-09 171 UCART1 483288.21 3717777.27 483288.21, 3717777.27 0.00015391 4.9E-08 1.7E-09 172 UCART1 483338.21 3717777.27 483338.21, 3717777.27 0.000124061 3.9E-08 1.3E-09 173 UCART1 483388.21 3717777.27 483388.21, 3717777.27 9.66903E-05 3.1E-08 1.0E-09 174 UCART1 483438.21 3717777.27 483438.21, 3717777.27 7.59548E-05 2.4E-08 8.2E-10 175 UCART1 483538.21 3717777.27 483538.21, 3717777.27 5.04652E-05 1.6E-08 5.5E-10 176 UCART1 483588.21 3717777.27 483588.21, 3717777.27 4.26531E-05 1.3E-08 4.6E-10 177 UCART1 483638.21 3717777.27 483638.21, 3717777.27 3.65106E-05 1.2E-08 4.0E-10 178 UCART1 483688.21 3717777.27 483688.21, 3717777.27 3.12853E-05 9.9E-09 3.4E-10 179 UCART1 482838.21 3717827.27 482838.21, 3717827.27 2.7798E-05 8.8E-09 3.0E-10 180 UCART1 482888.21 3717827.27 482888.21, 3717827.27 3.50362E-05 1.1E-08 3.8E-10 181 UCART1 482938.21 3717827.27 482938.21, 3717827.27 4.16766E-05 1.3E-08 4.5E-10 182 UCART1 482988.21 3717827.27 482988.21, 3717827.27 5.41191E-05 1.7E-08 5.9E-10 183 UCART1 483038.21 3717827.27 483038.21, 3717827.27 6.76379E-05 2.1E-08 7.3E-10 184 UCART1 483088.21 3717827.27 483088.21, 3717827.27 8.15291E-05 2.6E-08 8.8E-10 185 UCART1 483138.21 3717827.27 483138.21, 3717827.27 9.81912E-05 3.1E-08 1.1E-09 186 UCART1 483188.21 3717827.27 483188.21, 3717827.27 0.000106226 3.4E-08 1.1E-09 187 UCART1 483238.21 3717827.27 483238.21, 3717827.27 0.000107029 3.4E-08 1.2E-09 188 UCART1 483288.21 3717827.27 483288.21, 3717827.27 9.73169E-05 3.1E-08 1.1E-09 189 UCART1 483338.21 3717827.27 483338.21, 3717827.27 8.63893E-05 2.7E-08 9.3E-10 190 UCART1 483388.21 3717827.27 483388.21, 3717827.27 7.32272E-05 2.3E-08 7.9E-10 191 UCART1 483438.21 3717827.27 483438.21, 3717827.27 6.15346E-05 1.9E-08 6.7E-10 192 UCART1 483488.21 3717827.27 483488.21, 3717827.27 5.15453E-05 1.6E-08 5.6E-10 193 UCART1 483538.21 3717827.27 483538.21, 3717827.27 4.34795E-05 1.4E-08 4.7E-10 194 UCART1 483588.21 3717827.27 483588.21, 3717827.27 3.6801E-05 1.2E-08 4.0E-10 195 UCART1 483638.21 3717827.27 483638.21, 3717827.27 3.1591E-05 1.0E-08 3.4E-10 196 UCART1 483688.21 3717827.27 483688.21, 3717827.27 2.72303E-05 8.6E-09 2.9E-10 197 UCART1 483738.21 3717827.27 483738.21, 3717827.27 2.3484E-05 7.4E-09 2.5E-10 198 UCART1 483788.21 3717827.27 483788.21, 3717827.27 2.02655E-05 6.4E-09 2.2E-10 199 UCART1 482838.21 3717877.27 482838.21, 3717877.27 2.5671E-05 8.1E-09 2.8E-10 200 UCART1 482888.21 3717877.27 482888.21, 3717877.27 3.13585E-05 9.9E-09 3.4E-10 201 UCART1 482938.21 3717877.27 482938.21, 3717877.27 3.89814E-05 1.2E-08 4.2E-10 202 UCART1 482988.21 3717877.27 482988.21, 3717877.27 4.82662E-05 1.5E-08 5.2E-10 203 UCART1 483038.21 3717877.27 483038.21, 3717877.27 5.51017E-05 1.7E-08 6.0E-10 204 UCART1 483088.21 3717877.27 483088.21, 3717877.27 6.4088E-05 2.0E-08 6.9E-10 205 UCART1 483138.21 3717877.27 483138.21, 3717877.27 7.22478E-05 2.3E-08 7.8E-10 206 UCART1 483188.21 3717877.27 483188.21, 3717877.27 7.19483E-05 2.3E-08 7.8E-10 207 UCART1 483238.21 3717877.27 483238.21, 3717877.27 7.32623E-05 2.3E-08 7.9E-10 208 UCART1 483288.21 3717877.27 483288.21, 3717877.27 6.70222E-05 2.1E-08 7.3E-10 209 UCART1 483338.21 3717877.27 483338.21, 3717877.27 6.13398E-05 1.9E-08 6.6E-10 210 UCART1 483388.21 3717877.27 483388.21, 3717877.27 5.51583E-05 1.7E-08 6.0E-10 211 UCART1 483438.21 3717877.27 483438.21, 3717877.27 4.87276E-05 1.5E-08 5.3E-10 212 UCART1 483488.21 3717877.27 483488.21, 3717877.27 4.23741E-05 1.3E-08 4.6E-10 213 UCART1 483538.21 3717877.27 483538.21, 3717877.27 3.70622E-05 1.2E-08 4.0E-10 214 UCART1 483588.21 3717877.27 483588.21, 3717877.27 3.25017E-05 1.0E-08 3.5E-10 215 UCART1 483638.21 3717877.27 483638.21, 3717877.27 2.84419E-05 9.0E-09 3.1E-10 216 UCART1 483688.21 3717877.27 483688.21, 3717877.27 2.44681E-05 7.7E-09 2.6E-10 217 UCART1 483738.21 3717877.27 483738.21, 3717877.27 2.13706E-05 6.7E-09 2.3E-10 218 UCART1 483788.21 3717877.27 483788.21, 3717877.27 1.87081E-05 5.9E-09 2.0E-10 219 UCART1 482838.21 3717927.27 482838.21, 3717927.27 2.40724E-05 7.6E-09 2.6E-10 220 UCART1 482888.21 3717927.27 482888.21, 3717927.27 2.94713E-05 9.3E-09 3.2E-10 221 UCART1 482938.21 3717927.27 482938.21, 3717927.27 3.68232E-05 1.2E-08 4.0E-10 222 UCART1 482988.21 3717927.27 482988.21, 3717927.27 4.36881E-05 1.4E-08 4.7E-10 223 UCART1 483038.21 3717927.27 483038.21, 3717927.27 4.67602E-05 1.5E-08 5.1E-10 224 UCART1 483088.21 3717927.27 483088.21, 3717927.27 5.4234E-05 1.7E-08 5.9E-10 225 UCART1 483138.21 3717927.27 483138.21, 3717927.27 5.4852E-05 1.7E-08 5.9E-10 226 UCART1 483188.21 3717927.27 483188.21, 3717927.27 5.27804E-05 1.7E-08 5.7E-10 227 UCART1 483238.21 3717927.27 483238.21, 3717927.27 5.19271E-05 1.6E-08 5.6E-10 228 UCART1 483288.21 3717927.27 483288.21, 3717927.27 4.90079E-05 1.5E-08 5.3E-10 229 UCART1 483338.21 3717927.27 483338.21, 3717927.27 4.59052E-05 1.4E-08 5.0E-10 230 UCART1 483388.21 3717927.27 483388.21, 3717927.27 4.24946E-05 1.3E-08 4.6E-10 231 UCART1 483438.21 3717927.27 483438.21, 3717927.27 3.88163E-05 1.2E-08 4.2E-10 232 UCART1 483488.21 3717927.27 483488.21, 3717927.27 3.38401E-05 1.1E-08 3.7E-10 233 UCART1 483538.21 3717927.27 483538.21, 3717927.27 3.02841E-05 9.6E-09 3.3E-10 234 UCART1 483588.21 3717927.27 483588.21, 3717927.27 2.76977E-05 8.7E-09 3.0E-10 235 UCART1 483638.21 3717927.27 483638.21, 3717927.27 2.52437E-05 8.0E-09 2.7E-10 236 UCART1 483688.21 3717927.27 483688.21, 3717927.27 2.2289E-05 7.0E-09 2.4E-10 237 UCART1 483738.21 3717927.27 483738.21, 3717927.27 1.95823E-05 6.2E-09 2.1E-10 238 UCART1 483788.21 3717927.27 483788.21, 3717927.27 1.73574E-05 5.5E-09 1.9E-10 239 UCART1 482838.21 3717977.27 482838.21, 3717977.27 2.32547E-05 7.3E-09 2.5E-10 240 UCART1 482888.21 3717977.27 482888.21, 3717977.27 2.78434E-05 8.8E-09 3.0E-10 241 UCART1 482938.21 3717977.27 482938.21, 3717977.27 3.41489E-05 1.1E-08 3.7E-10 242 UCART1 482988.21 3717977.27 482988.21, 3717977.27 3.84722E-05 1.2E-08 4.2E-10 243 UCART1 483038.21 3717977.27 483038.21, 3717977.27 4.08569E-05 1.3E-08 4.4E-10 244 UCART1 483088.21 3717977.27 483088.21, 3717977.27 4.33489E-05 1.4E-08 4.7E-10 245 UCART1 483138.21 3717977.27 483138.21, 3717977.27 4.24711E-05 1.3E-08 4.6E-10 246 UCART1 483188.21 3717977.27 483188.21, 3717977.27 4.04717E-05 1.3E-08 4.4E-10 247 UCART1 483238.21 3717977.27 483238.21, 3717977.27 3.82875E-05 1.2E-08 4.1E-10 248 UCART1 483288.21 3717977.27 483288.21, 3717977.27 3.68639E-05 1.2E-08 4.0E-10 249 UCART1 483338.21 3717977.27 483338.21, 3717977.27 3.49655E-05 1.1E-08 3.8E-10 250 UCART1 483388.21 3717977.27 483388.21, 3717977.27 3.28698E-05 1.0E-08 3.6E-10 251 UCART1 483438.21 3717977.27 483438.21, 3717977.27 3.06595E-05 9.7E-09 3.3E-10 252 UCART1 483488.21 3717977.27 483488.21, 3717977.27 2.8426E-05 9.0E-09 3.1E-10 253 UCART1 483538.21 3717977.27 483538.21, 3717977.27 2.61516E-05 8.3E-09 2.8E-10 254 UCART1 483588.21 3717977.27 483588.21, 3717977.27 2.4469E-05 7.7E-09 2.6E-10 255 UCART1 483638.21 3717977.27 483638.21, 3717977.27 2.24153E-05 7.1E-09 2.4E-10 256 UCART1 483688.21 3717977.27 483688.21, 3717977.27 2.02026E-05 6.4E-09 2.2E-10 257 UCART1 483738.21 3717977.27 483738.21, 3717977.27 1.80665E-05 5.7E-09 2.0E-10 258 UCART1 483788.21 3717977.27 483788.21, 3717977.27 1.63137E-05 5.1E-09 1.8E-10 259 UCART1 482838.21 3718027.27 482838.21, 3718027.27 2.26468E-05 7.1E-09 2.5E-10 260 UCART1 482888.21 3718027.27 482888.21, 3718027.27 2.69823E-05 8.5E-09 2.9E-10 261 UCART1 482938.21 3718027.27 482938.21, 3718027.27 3.14991E-05 9.9E-09 3.4E-10 262 UCART1 482988.21 3718027.27 482988.21, 3718027.27 3.4871E-05 1.1E-08 3.8E-10 263 UCART1 483038.21 3718027.27 483038.21, 3718027.27 3.64321E-05 1.1E-08 3.9E-10 264 UCART1 483088.21 3718027.27 483088.21, 3718027.27 3.62252E-05 1.1E-08 3.9E-10 265 UCART1 483138.21 3718027.27 483138.21, 3718027.27 3.43153E-05 1.1E-08 3.7E-10 266 UCART1 483188.21 3718027.27 483188.21, 3718027.27 3.17761E-05 1.0E-08 3.4E-10 267 UCART1 483238.21 3718027.27 483238.21, 3718027.27 2.94447E-05 9.3E-09 3.2E-10 268 UCART1 483288.21 3718027.27 483288.21, 3718027.27 2.83731E-05 9.0E-09 3.1E-10 269 UCART1 483338.21 3718027.27 483338.21, 3718027.27 2.72113E-05 8.6E-09 2.9E-10 270 UCART1 483388.21 3718027.27 483388.21, 3718027.27 2.5915E-05 8.2E-09 2.8E-10 271 UCART1 483438.21 3718027.27 483438.21, 3718027.27 2.45878E-05 7.8E-09 2.7E-10 272 UCART1 483488.21 3718027.27 483488.21, 3718027.27 2.32903E-05 7.4E-09 2.5E-10 273 UCART1 483538.21 3718027.27 483538.21, 3718027.27 2.21985E-05 7.0E-09 2.4E-10 274 UCART1 483588.21 3718027.27 483588.21, 3718027.27 2.08272E-05 6.6E-09 2.3E-10 275 UCART1 483638.21 3718027.27 483638.21, 3718027.27 1.9588E-05 6.2E-09 2.1E-10 276 UCART1 483688.21 3718027.27 483688.21, 3718027.27 1.7443E-05 5.5E-09 1.9E-10 277 UCART1 483738.21 3718027.27 483738.21, 3718027.27 1.52357E-05 4.8E-09 1.6E-10 278 UCART1 483788.21 3718027.27 483788.21, 3718027.27 1.40163E-05 4.4E-09 1.5E-10 279 UCART2 483217.95 3717535.43 483217.95, 3717535.43 0.000473751 1.5E-07 5.1E-09 280 UCART3 483253.34 3717548.13 483253.34, 3717548.13 0.000523523 1.7E-07 5.7E-09 281 UCART4 483282.7 3717560.83 483282.7, 3717560.83 0.000462976 1.5E-07 5.0E-09 Residential DOSEair = (Cair*(BR/BW)*A*EF*10 -6) Residential Risk = DOSEair * CPF * ASF * ED/AT * FAH A 1 Inhalation absorption factor 1 CPF 0.1 Cancer Potency Factor for DPM 4 EF 0.49 Exposure frequency (350/year) 2 AT 70 Averaging Time 5 10-6 1.0E-06 Micrograms to milligrams conversions,
liters to cubic meters conversion
3 Age BR/BW ASF FAH ED (Const) ED (Ops)
Student 640 3 1 1 9
Student (Combined) 640 3 1 1 8
Notes:
1 Inhalation Absorption Factor, OEHHA 2015, p 5-24
2 Exposure Frequency (days/year), OEHHA 2015, p 5-24, 350/365 days in a year for a resident, and OEHHA 2015, p 5-28, 250/365 days, 5 days/week, 50 weeks/year 3 µg to mg conversions, liters to cubic meters conversion, OEHHA 2015, Equation5.4.1.1, page 5-24 4 Cancer Potency Factor for Benzene, OEHHA 2015, Table 7.1, page 7-4 5 Averaging Time, OEHHA 2015, Equation 8.2.4 A, page 8-7 6 Daily Breathing Rate normalized to Body Weight, OEHHA 2015, Table 5.7, page 5-25 (95 %ile for 3rd-2yrs, 80th for other age groups) 7 Age Sensitivity Factor, OEHHA 2015, Table 8.3, page 8-5 8 Exposure Duration, OEHHA 2015, Equation 8.2.4 A, page 8-7 9 Fraction of Time at Home, OEHHA 2015, Table 8.4, page 8-5 10 Worker Adjustment Factor, OEHHA 2015, Equation 5.4.1.2 B, page 5-29 Max: 7.8E-09 Rec#: 127
Location: 483288.21, 3717627.27
Acute Risk - Fueling
OnSite Fueling
Emissions Rate (g/s): 1.84E-04
Concentration 1-hour
Discrete Receptor ID [µg/m^3] at 1 g/s Concentration [ug/m^3]