Attachment 12 - CEQA Clearance Documentation (including attachments) — City Council Meeting Agenda, February 9, 2026 (part 2 of 19)

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to displacement of people or housing, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Project Site is currently developed with four one - to two-story business park/office buildings and no residential uses exist on -site. As such, Project implementation would not displace existing people or housing. Therefore, no impact would occur to local populations or existing housing such that the construction of replacement housing would be necessary. Impacts would be within the scope of impacts analyzed in the Certified PEIR.

Conclusion
Based on the above, the Project’s potential environmental impacts with regard to population and housing would be within the scope of the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-140 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.14 Public Services
Thresholds (and Supporting Information Sources):

Impact
Determination
in the
Certified PEIR
Does the
Project Involve
New Significant
Impacts or
Substantially
More Severe
Impacts?
Impact
Determination
for the Project
Certified
PEIR’s
Mitigation
Measures
Addressing
Impact
Public Services:
(a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services:

(i) Fire protection? Less than
Significant No Less than
Significant
N/A
(ii) Police protection? Less than
Significant No Less than
Significant
N/A
(iii) Schools? Less than
Significant No Less than
Significant
N/A
(iv) Parks? Less than
Significant No Less than
Significant
N/A
(v) Other public facilities? Less than
Significant No Less than
Significant
N/A

a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significa nt environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services:
i) Fire protection?
Impact Determination in the Certified PEIR
As discussed within the Certified PEIR, implementation of the General Plan 2045 and Zoning Code Update will add an estimated 12,700 housing units, 21,612 residents, 3.7 million square feet of nonresidential uses, and 16,804 employees to the City, which will increase the demand for fire protection services. However, these increases would occur incrementally over the next 25 years. While the CCFD is not currently meeting their emergency response time goals, CCFD has plans to augment their existing staff by seven staff members, add new fire equipment and implement procedural improvements. Furthermore, additional staff may be needed to serve future development and the resulting population growth in order to meet their emergency response time goals.

The 2019 Standards of Cover and Community Risk Assessment and the CCFD Strategic Plan outline recommendations to increase CCFD performance regarding deployment, response time, data collection, and mutual aid. While no additional fire stations are currently proposed, the Standards of Cover and Community Risk Assessment will be updated by CCFD during implementation of the General Plan 2045

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-141 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

and Zoning Code Update to identify what new and/or expanded fire stations may be needed through the 2045 planning horizon. If a new station were to be needed in the future, the necessary environmental review would be conducted at that time.

Public safety in Culver City, including fire protection and emergency services provided by CCFD, is funded from the City’s general fund. Revenue sources that contribute to the general fund, including property and sales taxes, are anticipated to grow in rou gh proportion to the projected growth that will occur as a result of the General Plan 2045. In addition, future development that occurs as a result of the General Plan 2045 and Zoning Code Update will be reviewed by the City and CCFD and will be required t o comply with applicable requirements in effect at the time building permits are issued.

Due to the minimal effects that the development of new facilities could have on the environment with compliance with applicable regulations and proposed General Plan policies, the concentration of new development in areas already well-served by fire protection services, and the addition of policies to reduce fire hazards in the city, the impact of the Project with respect to fire protection is considered less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to fire protection, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Construction
Construction activities have the potential to result in accidental on -site fires by exposing combustible materials (e.g., wood, plastics, sawdust, coverings, and coatings) to fire risks from machinery and equipment sparks and from exposed electrical lines, chemical reactions in combustible materials and coatings, and lighted cigarettes. The Project Site is located 0.02 miles from CCFD Fire Station 3, the first due-in fire station for CCFD. CCFD Fire Station 3 includes an engine company, a paramedic rescue ambulance, and a truck company. The drivers of emergency vehicles normally have a variety of options for avoiding traffic, such as using sirens to clear a path of travel or driving in the lanes of opposing traffic pursuant to Section 21806 of the CVC. Furthermore, Project construction activities would be short -term and temporary.

Given the nature of construction activities and the work requirements of construction personnel, OSHA developed safety and health provisions for implementation during construction, which are set forth in 29 CFR Part 1926. In accordance with these regulatio ns, construction managers and personnel would be trained in emergency response and fire safety operations, which include the monitoring and management of life safety systems and facilities, such as those set forth in the Safety and Health Regulations for Construction established by OSHA. Additionally, in accordance with the provisions of OSHA, fire suppression equipment (e.g., fire extinguishers) specific to construction would be maintained on-site.

Project construction would also occur in compliance with a ll applicable federal, state, and local requirements concerning the handling, disposal, use, storage, and management of hazardous materials.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-142 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Thus, compliance with regulatory requirements would effectively reduce the potential for Project construction activities to expose people to the risk of fire or explosion related to hazardous materials and non-hazardous combustible materials.

Project construction could also potentially impact the provision of existing CCFD services in the vicinity of the Project Site as a result of construction impacts to the surrounding roadways. While most construction activities are expected to be primarily contained within the boundaries of the Project Site, construction could, if approved by the City of Culver City, temporarily encroach into the public rights -of-way (e.g., sidewalks and roadways) adjacent to the Project Site on Bristol Parkway, Hannum Avenue, and/or Uplander Way. However, travel lanes would be maintained in each direction on all streets around the Project Site throughout the construction period, and emergency access would not be impeded. Furthermore, in accordance with Culver City requirements, the Project would develop a Construction Traffic Management Plan, which includes designation of a haul route, to ensure that adequate emergency access is maintained in and around the Project site during construction.

Based on the above, construction of the Project would not result in the need for a new fire station or the expansion of an existing facility, the construction of which would cause significant environmental impacts, in order to maintain acceptable service r atios, response times, or other performance objectives for fire protection services. Therefore, impacts to fire protection during Project construction would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Operation
Fire Protection Facilities and Services
As discussed in Section 3.13, Population and Housing, the elimination of the existing on -site office uses would result in an estimated net decrease in employees on the Project Site of 679 employees . The development of the Project’s 1,077 residential units would result in a total population of approximately 2,693 people. While there would be a decrease in employees on the Project Site, fire incidents are based on population or employees. As the Project would increase intensity of the Project Site, there woul d be an increase in the demand for fire protection services compared to existing conditions. As previously described, the Project Site is located 0.02 miles from CCFD Fire Station 3, the first due -in fire station.

CCFD Fire Stations 1 and 2 would provide backup service to the Project Site.

The Project would comply with the applicable OSHA, Building Code, Fire Code, and other CCMC, and CCFD requirements, including installation of a fire sprinkler suppression system, a fire alarm system, an Emergency Responder Radio Coverage, and manual smoke evacuation systems in the underground parking structure; installation of Knox Boxes; provision of fire resistant doors, materials, walkways, stairwells, elevator systems (including emergency and fire control elevators), smoke detectors, and signage, among other fire prevention features. Additionally, the Project is designed in a way to facilitate the ease of emergency response. Fire lanes are provided around most of the perimeter of the Project and down the center via the paseo. Additionally, a new fire access gate will be installed at the end of Milton Avenue.

The Project would also generate revenues to the City of Culver City (in the form of property taxes, sales revenue, etc.) that could be applied toward the provision of new fire station facilities and related staffing, as deemed appropriate by the City.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-143 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Lastly, based on the analysis and the constitutional requirement started in the California Constitution Article XIII, Section 35(a)(2) to provide these services, and the Hayward ruling, it is reasonable to conclude that:
(1) Project operation would not require the addition of a new fire station or the expansion, consolidation, or relocation of an existing facility in order to maintain service; (2) such services will be provided by a local jurisdiction; and (3) the Project would not inhibit CCFD emergency response. Also, as indicated previously, it is assumed that , in the event Culver City determines that expanded or new emergency facilities are warranted, such facilities (1) would occur where allowed under the designated land use; (2) would be located on parcels that are infill opportunities on lots that are between 0.5 acre and 1 acre in size; and (3) could qualify for a categorical exemption under CEQA Guidelines Section 15332 or Mitigated Negative Declaration.

Compliance with applicable regulatory requirements and recommendations would ensure that adequate fire prevention features are provided that would reduce the demand on CCFD facilities and services without creating the need for new or expanded fire facilities. Additionally, any increase in demand on fire services generated by the Project is part of the planned growth that was captured by the Certified PEIR. As such, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Response Distance and Emergency Access
CCFD does not have a required response distance, but does have response time goals. CCFD emergency response first arriving total time goals were met 100 percent of the time by Station 3 for year to date through May 2025.69 While precise response times cannot be predicted, the proximity of Station 3 to the Project Site (0.02 miles) can assume that the 7 minute response time would be met.

The Project’s new buildings would be required to install an automatic fire sprinkler system. The installation of fire sprinklers in the proposed buildings serve to provide a quick reaction to a building fire, which reduces the risk of death or injury from a fire because the sprinklers dramatically reduce heat, flames, and smoke, allowing building occupants time to evacuate before the fire protection services arrive. Additionally, four points of vehicular access would be provided to the Project Site, including three driveways along Uplander Way (two on the east and one on the south) and a driveway connecting to Bristol Parkway. The point of access along Uplander Way to the east of the Project Site between Buildings 2 and 3 would only provide access for emergency vehicles. Furthermore, as part of the City’s plan review process, the Project’s access would be reviewed and approved by CCFD to ensure that emergency vehicle access to the Project Site would not be impeded. As such, emergency access to the Project Site would be adequately maintained.

Moreover, the Project Site is located within a highly urbanized area of City of Culver City, and the streets surrounding the Project Site were designed as standard streets in terms of pavement width and thickness, curb and gutter, and horizontal and vertical curvature. Therefore, the street system surrounding the Project Site is not considered substandard. In addition, emergency response is routinely facilitated, particularly for high priority calls, through the use of sirens to clear a path of travel (incl uding bypassing of signalized intersections), driving in the lanes of opposing traffic pursuant to Section 21806 of the CVC, and multiple station response.

69 CCFD Performance Management Dashboard, Monthly Station Benchmark Reports. https://dashboards.mysidewalk.com/culver-city-ca-fire-performance-dashboard/station-3. Accessed June 4, 2025.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-144 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Based on the considerations above, the Project would not significantly impair CCFD from responding to emergencies at the Project Site or the surrounding area. As such, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Water Infrastructures/Fire Flow for Firefighting Purposes Fire flow requirements are based on building size and construction type. The Project Site is served by a 12- inch water main line in Bristol Parkway and Hannum Avenue, as well as a 10- inch line in Uplander Way (see Appendix J, Water Civil Technical Memorandum, of this document). Four fire hydrants and one fire service are connected to the water main located within Bristol Parkway, between the Hannum Avenue and Uplander Way intersections. Three fire hydrants are connected to the water main located within Hannum Ave, between the Bristol Pkwy and Uplander Way intersections. Of those three laterals connected to the main, there is one existing fire hydrant located at the northwest corner of the property, near the Hannum Avenue and Bristol Parkway intersection. Along the eastern segment of Uplander Way, there are four fire hydrants connected to the water main located within Uplander Way along with seven fire sprinkler services that serve a given lot and/or building. All four of the fire hydrants, along with three fire sprinkler services are located along the westerly sidewalk, along the property line of the Project Site. Along the southern segment of Uplander Way, there are two fire hydrants and nine fire sprinkler services connected to the water main. The two hydrants are located on the south side of Uplander Way, opposite of the Project Site.

According to the Water Civil Technical Memorandum, the proposed water/fire service connections for the Project would be strategically located throughout the Project Site. Several proposed domestic water and fire water services for the development would likely be required. The proposed connections are anticipated to tie into the existing 10-inch and 12-inch water mains on Uplander Way, Bristol Parkway and Hannum Avenue.

Per the California Fire Code (2022), required fire flow for type IA, IB, and IIIA is 6,000 gallons per minute (GPM) for the proposed fire-flow calculation area. Due to anticipation of the Project requiring fire sprinklers, the Project is expected to qualify for a 75% reduction of the required fire flow, totaling in 1,500 GPM required fire flow for the Project Site. The existing fire flow for fire service tested at a range of 2,983 GPM to 6,119 GPM and would be sufficient to meet the site fire flow requirements.

Based on the above, the existing GSWC water infrastructure has adequate capacity to meet the Project’s fire flow requirements. As such, Project operation would not require or result in the relocation or construction of new or expanded water facilities, the construction of which would cause significant environmental effects.

Therefore, operational impacts to the City’s fire water service facilities and infrastructure would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required. Since, as determined above, the Project does not involve new significant impacts or substantially more severe impacts, no new or additional mitigation measures are needed.
ii) Police protection?
Impact Determination in the Certified PEIR
As discussed within the Certified PEIR, growth anticipated as a result of the General Plan 2045 and Zoning Code Update will increase the number of police responses in the City, which could increase the need for

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-145 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

equipment and personnel. To maintain existing ratios of officers to residents (as discussed further below), implementation of the General Plan 2045 and Zoning Code Update would require hiring a minimum of 58 new officers for the nighttime ratio and 18 new officers for the daytime ratio. In addition, the redistribution and increase of population and traffic density into areas proposed for growth could necessitate the reassignment of certain resources pertaining to police services. However, while the projected growth could result in a need for additional personnel, the growth would occur incrementally over the next 25 years.

Additionally, if a new police station were to be needed in the future, the necessary environmental review would be conducted at that time. The revenues and fees generated by future development are anticipated to offset the costs of additional personnel and materials. In addition, future development that occurs as a result of the General Plan 2045 and Zoning Code Update will be reviewed by t he City and CC PD and will be required to comply with applicable requirements in effect at the time building permits are issued.

Due to the minimal effects that the development of new facilities could have on the environment with compliance with existing regulations and proposed General Plan policies, impacts on police services related to implementation of the General Plan 2045 would be less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to police protection , nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Construction
During construction of the Project, the Project Site would be fenced and gated with surveillance cameras to monitor the site during off hours, thereby reducing the potential need for police protection services from the Culver City Police Department ( CCPD) in order to avoid potential theft. Security measures would ensure that valuable materials (e.g., building supplies and metals, such as copper wiring) and construction equipment are not easily stolen or vandalized. The specific type and combination of const ruction site security features would depend on the phase of construction. Implementation of these security features would minimize the Project’s potential need for police protection services during the building construction phase.

Additionally, police vehicles can use a variety of options for dealing with traffic, such as using their sirens to clear a path of travel or driving in the lanes of opposing traffic. Although minor traffic delays due to temporary lane closures needed to facilitate specific construction activities could occur, particularly during the construction of utilities and street improvements, impacts to police protection services would be considered less than significant for the following reasons:

1. Emergency access would be maintained to the Project Site during construction through marked emergency access points approved by CCPD;

2. Construction impacts are temporary in nature and do not cause lasting effects; and

3. Partial lane closures, if determined to be necessary, would not significantly affect emergency vehicles, the drivers of which normally have a variety of options for avoiding traffic, such as using their sirens

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-146 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

to clear a path of travel or driving in the lanes of opposing traffic, in accordance with Section 21806 of the CVC. Furthermore, the Project would adhere to CCMC Section 9.08.385, which requires the Public Works Department to notify the Police and Fire Dep artment prior to street closure for construction or repair work. Additionally, if there are partial closures to streets surrounding the Project Site, flagmen would be used to facilitate the traffic flow until such temporary street closures are complete.

Any potential CCPD officers needed to patrol the Project Site would be existing officers at the CCPD police station. It is not anticipated that any additional officers from CCPD would be needed to monitor the Project Site during construction outside of the existing officers that patrol the area. Additionally, the various safety and control features that would be implemented during Project construction would reduce the potential for incidents that would require police responses.

Based on the above, Project construction would not result in substantial adverse physical impacts associated with the provision of new or physically-altered government facilities, the construction of which would cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for police protection. Therefore, impacts to police protection during Project construction would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Operation
Operational activities associated with the Project would increase demand for police protection services. As discussed in Section 3.13, Population and Housing, the Project’s 1,077 residential units and 5,772 sf of retail use is anticipated to result in 2,693 residents and 21 employees, or 2,714 total persons. The existing office use on the Project Site employs approximately 700 people, and the overall anticipated net increase of 2,014 people would represent an approximately 0.6 percent increase70 in the existing daytime population of the City (approximately 300,000, according to the Certified PEIR), while the anticipated added nighttime population of 2,693 residents would be an approximately 6.7 percent increase 71 in the existing nighttime population (approximately 40,000 , according to the Certified PEIR) of the City. However, t hese minor increases in daytime and nighttime population have been accounted for within the Certified PEIR as part of the planned growth under the General Plan 2045 and Zoning Code Update.

The Project Site would be served by CCPD, which has 109 sworn officers serving the daytime and nighttime populations. According to the Certified PEIR, CCPD currently has an officer to daytime population ratio of approximately 1:2,752 and a nighttime officer to population ratio of 1:367. The anticipated net daytime increase in population of 2,014 people would increase the existing officer to daytime population ratio of 1:2,752 to 1:2,77 172, and would increase the existing officer to nighttime population ratio of 1:367 to 1:392.73 The potential for an increase in officer to daytime and nighttime population ratios would represent increases of 0.7 and 6.8 percent, respectively. If it were determined that additional officers would be needed to maintain existing service ratios, the Project contribution would, without accounting for security features, generate an increase in demand for 0.7 additional CCPD sworn officers for the daytime population, and two

70 1,874 new population/existing daytime population 300,000 = 0.006, or 0.6 percent increase in daytime population. 71 2,693 new residential population/existing nighttime population 40,000 = 0.067, or 6.7 percent increase in nighttime population.
72 300,000 existing daytime population + 2,014 new population = 302,014 new daytime population. The new 302,014 population/109 existing officers = one officer per 2,771 population. 73 40,000 existing nighttime population + 2,693 new population = 42,693 new nighttime population. The new 42,693 population/109 existing officers = one officer per 392 population.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-147 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

additional CCPD sworn officers for the nighttime population, an increase of 0. 6 percent and 6.8 percent, respectively.74,75 As discussed above, this increase was accounted for within the Certified PEIR.

While staffing changes of up to two officers may be required as a result of the Project, the minor increase could be accommodated in existing facilities and thus no new or expanded police facilities would be needed as a result of Project implementation. In addition, the Project would contribute revenue to the General Fund for the City , which could be used to fund CCPD expenditures as necessary to offset the cumulative incremental impact on police services. Through this process, CCPD would be able to provide adequate facilities to accommodate future growth and maintain acceptable levels of service. Moreover, any additional increased demands on the CCPD would be funded via existing mechanisms (e.g., property taxes and government funding), to which the Project would contribute.

Lastly, given the limited increases in demand for police services expected to be generated by the Project and existing CCPD patrols in the local Project vicinity available to serve the Project Site, CCPD emergency response times are not expected to materially change under the Project. Emergency response to a site is routinely facilitated, particularly for high priority calls, through use of sirens to clear a path of travel, driving in the lanes of opposing traffic, use of alternate routes, and multiple station response. Emergency access to the Project Site and surrounding uses would be maintained at all times, and emergency vehicles would have priority and the ability to bypass signals and stopped traffic. Thus, Project -related traffic is not anticipated to impair the CCPD from responding to emergencies at the Project Site or the surrounding area.

Accordingly, Project operational impacts associated with emergency response times and emergency access would be less than significant.

Based on the above analysis, development of the Project is not anticipated to generate a demand for additional police protection services that could exceed the CCPD’s capacity to serve the Project Site.

Additionally, Project operation would not result in substantial adverse physical impacts associated with the provision of new or physically altered facilities, the construction of which would cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for police protection. Therefore, impacts to police protection during Project operation would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required. Since, as determined above, the Project does not involve new significant impacts or substantially more severe impacts, no new or additional mitigation measures are needed.
iii) Schools?
Impact Determination in the Certified PEIR
The Certified PEIR determined that the General Plan 2045 and Zoning Code Update will generate an increase in enrollment in Culver City public school s by approximately 3,556 elementary school students,

74 2,014 new population X (one officer per 2,752 population) = 0.7 additional officers. (0.7 additional officers / 109 existing officers) X 100 = 0.6 percent increase in sworn officers. 75 2,693 new population X (one officer per 367 population) = 7.4 additional officers. (.47 additional officers / 109 existing officers) X 100 = 6.8 percent increase in sworn officers.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-148 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

1,016 middle school students, and 2,032 high school students. The projected 2045 enrollment will exceed the current elementary, middle, and high school capacities. However, the General Plan 2045 contains policies related to schools, including continued coordination with the Culver City Unified School District (CCUSD) to inform the CCUSD on impacts of major developments and population growth trends that may impact school enroll ment. Additionally, CCUSD will collect development impact fees for future development prior to issuance of building permits, which will incrementally pay for any needed facility upgrades and expansions. The payment of statutory fees fully mitigates the impacts of development on school facilities for purposes of CEQA under Senate Bill 50. Therefore, impacts related to school facilities are less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to schools, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Construction
Construction of the Project would require employees who are anticipated to be hired from a mobile regional construction work force that moves from project to project. Typically, construction workers pass through various development projects on an intermitt ent basis as their particular trades are required. Given the mobility and temporary durations of work at a particular site, and a large construction labor pool that can be drawn upon in the region, construction employees would not be expected to relocate r esidences (and, therefore, a student population) within this region or move from other regions as a result of their temporary work on the Project Site. Therefore, Project construction would not result in a notable increase in the resident population or generate new students needing to attend local schools.

Project construction would not result in substantial adverse physical impacts associated with the provision of new or physically altered schools, the construction of which would cause significant environmental impacts. Therefore, the Project’s construction impacts on schools would be less than significant, consistent with the Certified PEIR.

Operation
The Project would develop a mixed-use development with residential and commercial uses. As detailed within Section 3.13, Population and Housing, the Project would increase the residential population of Culver City by introducing 1,077 residential units that would generate an estimated population of 2,693 residents at the Project Site. According to CCUSD’s Level I Developer Fess Study for Culver City School District, residential uses generate an average of 0.513 students per residence. Based on this generation rate, the number of students that could be generated by the Project is illustrated in Table 31, Estimated Number of Students Generated by the Project . As shown, the Project could generate an estimated 302 elementary school students, 87 middle school students, and 173 high school students for a total net increase of approximately 562 school students. The Level I Developer Fess Study for Culver City School District does not include a student generation factor for non-residential uses. Because the Project would include a relatively small amount of retail use (5,722 sf) and corresponding number of employees (21), the Project’s employees’ contribution to the e stimated growth, if any, would be negligible. Furthermore, it can be

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-149 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

expected that the Project’s commercial employees likely live in the local area, and the incremental number of associated students presumably already attend local schools. Regardless, any incremental increase in students would be more than offset by the existing employees student generation ; thus, the analysis of students generated by the Project is conservative in this regard.

TABLE 31

ESTIMATED NUMBER OF STUDENTS GENERATED BY THE PROJECT
Land Use Use
Generation
Factora,b
Elementary
School
Students
Middle
School
Students
High
School
Students Totalc
Proposed Project
Residential Multi-Family 1,077 units Elm: 0.28/unit
MS: 0.08/unit
HS: 0.16/unit
302 87 173 562
NOTES: ksf = 1,000 square feet
a. Student generation rates for residential uses are based on a rate of 0.513 students per residence as stated in CCUSD’s Level I Developer Fees Study for Culver City School District, March 2020, P. 9. The student generation rate is multiplied by the grade level assumptions below to calculate the generation factor for elementary, middle and high school students. b. Since the Developer Fee Study does not specify grade levels for the residential land uses, the students generated by the residential uses are assumed to be divided among the elementary school, middle school, and high school levels as follows: 55 percent elementary school, 15 percent middle school, and 30 percent high school.
c. Input totals for elementary, middle and high schools have been conservatively rounded up based on generation factors to equal total number of students.

SOURCE: ESA, 2025.

The projected 562 students generated by the Project would be within the growth anticipated as a result of the General Plan 2045, which accounted for an increase of 3,556 elementary school students, 1,016 middle school students , and 2,032 high school students. The Project’s projected 562 students would comprise approximately eight percent of the General Plan 2045 projected increase in students for the City through 2045. However, consistent with the Certified PEIR impact findings, Project -generated students could exceed the available school capacities serving the Project Site, which could result in new or expanded school facilities.

However, because the location and operational characteristics of any new or expanded school facilities have not yet been identified by CCUSD to specifically serve the Project, it would be speculative to determine how school capacity shortages would be addressed, including where and what type of expanded or new facilities might be provided. Therefore, at such time as the need for expanded or new school facilities are identified by CCUSD, the environmental impacts associated with construction of those facilit ies would be evaluated by CCUSD under CEQA as a project independent of the Project.

Pursuant to Education Code Section 17620 et al . (commonly known as Senate Bill 50), the Project Applicant would be required to pay development fees for schools to CCUSD prior to issuance of building permits. Under Government Code Sections 65995 and 65996, payment of these fees is considered full and complete mitigation of Project-related school impacts, including any school-related consideration relating to a school district’s ability to accommodate enrollment. Therefore, under state law, payment of the applicable development school fees to CCUSD would offset the potential impact of additional student enrollment at schools serving the Project Site.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-150 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Based on the above, Project operation would not result in substantial adverse physical impacts associated with the provision of new or physically altered schools, the construction of which would cause significant environmental impacts. Therefore, operational impacts on schools would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required. Since, as determined above, the Project does not involve new significant impacts or substantially more severe impacts, no new or additional mitigation measures are needed.
iv) Parks?
Impact Determination in the Certified PEIR
The Certified PEIR analyzed impacts related to parks and recreational facilities in Section 4.15, Recreation.

Thus, refer to analysis below in Section 3.15, Recreation, below for an analysis of the Project’s impacts to park facilities.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed in Section 3.15, Recreation, the Project would not create any new significant impacts to parks, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Certified PEIR analyzed impacts related to parks and recreational facilities in Section 4.15, Recreation.

Thus, refer to Section 3.15, Recreation, below for an analysis of the Project’s impacts to park facilities.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required. Since, as discussed below in Section 3.15, Recreation , the Project does not involve new significant impacts or substantially more severe impacts, no new or additional mitigation measures are needed. v) Other public facilities?
Impact Determination in the Certified PEIR
The Certified PEIR determined that as demand for other public facilities increases as a result of anticipated growth as a result of the General Plan 2045 and Zoning Code Update, there may be a need to increase staffing and facilities (e.g., libraries) to maintain acceptable service ratios and other performance objectives.

However, no expansions are proposed at this time. If the expansion of an existing facility or a new facility were to be needed in the future, the necessary environmental r eview would be conducted at that time. The City will review future development project plans for consistency with the General Plan 2045. Due to the minimal effects that the development of new facilities would have on the environment with compliance

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-151 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

with existing regulations and proposed General Plan policies, the impact of the Project with respect to public facilities is considered less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to other public facilities, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
As discussed above, instead of the 700 employees that currently utilize the Project Site, the Project will result in an approximate density of 2,714 persons (2,693 residents and 21 employees). These residents and employees, plus any visitors, would to some extent impact the maintenance of public facilities, such as libraries and roads, as discussed below.

The Los Angeles County Public Library (LACPL) provides library services to the City of Culver City. The Project Site is served by the LACPL Culver City Julian Dixon Branch Library, which is located at 4975 Overland Avenue, Culver City, approximately 1. 6 miles northwest of the Project Site. Other nearby Los Angeles Public Library branches are the Palms-Rancho Park Library, Playa Vista Branch Library, and Baldwin Hills Branch Library. The Playa Vista Branch Library is located at 6400 Playa Vista Drive, Los Angeles, approximately 2.4 miles southwest of the Project Site. The Baldwin Hills Library is located at 2906 South La Brea Avenue, Los Angeles, approximately 3.4 miles northeast of the Project Site. The Palms-Rancho Park Library is located at 2920 Overland Avenue, Los Angeles, approximately 3.7 miles northwest of the Project Site. Since the Project would directly increase the residential population of Culver City, it could increase demand for library facilities and services. To address potential impacts to li braries, the Project applicant would pay the required fees per the Developer Fee Program for the LACPL as provided in Los Angeles County, Code of Ordinances, Title 22: Planning and Zoning, Division 2: Additional Regulations, Chapter 22.72: Library Facilities Mitigation Fee. Compliance would offset any incremental need for funding of capital improvements to maintain adequate library facilities and services resulting from the Project by payment of development fees per the Los Angeles County Code. As such, impacts regarding library services would be less than significant.

Additionally, the Project’s residents, employees, and visitors would utilize and, to some extent, impact the maintenance of public facilities, including roads. However, any potential impact of the Project would be offset by the existing employees that are currently/have historically accessed the Project Site. Moreover, the increase of overall site density compared to existing conditions is a small fraction of the City’s overall population and its planned growth. Construction activities may result in a temporary increase in usage of the surrounding roads (although, the usage may overall be less given the number of existing daily employee trips). However, any such increase would be temporary and would not require maintenance beyond normal requirements. Additionally, any construction-related transportation would comply with all applicable City regulations, and the Applicant would pay all applicable impact fees to th e City. Therefore, development and operation of the Project would not significantly increase the use of roadways and other public facilities beyond current levels. As such, impacts regarding road usage would be less than significant.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-152 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Overall, any incremental increased demand the Project would have on public facilities is captured by the planned development and population growth within the Certified PEIR. As such, impacts to other public facilities would be less than significant and the within the scope of impacts analyzed in the Certified PEIR.

Conclusion
Based on the above, the Project’s potential environmental impacts with regard to public services would be within the scope of the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-153 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.15 Recreation
Thresholds (and Supporting Information Sources):

Impact
Determination
in the
Certified PEIR
Does the
Project Involve
New Significant
Impacts or
Substantially
More Severe
Impacts?
Impact
Determination
for the Project
Certified
PEIR’s
Mitigation
Measures
Addressing
Impact
Recreation:
(a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?
Less than
Significant No Less than
Significant N/A
(b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment?
Less than
Significant No Less than
Significant N/A

a) Would the Project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?
Impact Determination in the Certified PEIR
As discussed in the Certified PEIR, implementation of the General Plan 2045 and Zoning Code Update would result in 12,700 additional housing units and 21,600 new residents at full buildout, which could result in a greater use of the City’s existing parks and recreational facilities. The current park service ratio for the City is 8.9 acres of parkland per 1,000 residents, inclusive of regional parks and joint use facilities.

However, the current service ratio for City -parkland is 2.2 acres per 1,000 residents, which does not meet the standard of 3 acres per 1,000 residents. The City has identified locations for planned or proposed trails and recreational facilities throughout Culver City, including joint -use facilities proposed throughout the City.

Additionally, w hile no new parks are currently proposed within the City, approximately 90 percent of Culver City residences are within one half -mile walking distance of an existing park, trail, or open space, including facilities just outside City limits. The service ratio provides an understanding of population relative to park acreage, and therefore a measure of the availability of park space to serve residents, but this ratio alone does not determine the quality of park service available to residents. In addition to improving the amount of park space and access to parks, enhancement of park amenities that improve park usability will allow for a greater variety of uses and programming. Accessibility and the quality of the pedestrian environment leading to/ from a green space is also an important factor. Policies in the General Plan 2045 will reduce the likelihood that any existing neighborhood, community, or regional parks, or other recreational facilities would experience overuse resulting in the physical d eterioration of those facilities.

Therefore, future development under the General Plan 2045 and Zoning Code Update will not increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility will occur or be accelerated. Thus, impacts would be less than significant.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-154 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to existing neighborhood and regional parks, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Construction
The nearest Culver City Parks, Recreation and Community Services (PRCS) Department parks to the Project Site are Fox Hills Park, located less than 0.1 miles south of the Project Site, and Blanco Park, located approximately 0.7 miles northwest of the Project Site. A small number of construction workers may visit these parks or other local parks to eat lunch or for recreational activity after a workday. However, construction workers are temporary employees with high turnover associated with the various phases of construction, so such park use would be rare and short -term. As a result, Project construction activities would not result in increased use of parks such that substantial deterioration would occur. The Project does not include or require the construction of park or recreational facilities that might have an adverse physical effect on the environment. Thus, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Operation
This analysis evaluates the Project’s proposed provision of open space and demand for parks and recreational amenities associated with new residents. Per CCMC Section 15.06.300, the public interest requires 3 acres of community park or recreational facilities for each 1,000 persons within the City. To meet this goal, CCMC Section 15.06.310 requires that private developers dedicate land for neighborhood and community park or recreational facilities or pay corresponding in-lieu fees. Based on the Project’s residential population of 2,693 residents, the Project would need to provide approximately 8.1 acres of parkland and/or pay in-lieu fees to meet this requirement. Additionally, per CCMC 17.220.020, the Project would be required to provide at least 80,775 sf of open space. As discussed above, the Project would include a total of 131,834 sf (3.027 acres) of open space. The Project’s centrally-located paseo, neighborhood nodes and landscaped spaces would provide a total of approximately 36,516 sf of publicly-accessible open space.

Approximately 95,318 sf would be provided as open space for Project residents within common outdoor and indoor amenity areas (82,388 sf) and as part of private patios and balconies (12,930 sf). While this open space is roughly 4.1 acres short of the parkland dedication requirements, it nonetheless exceeds the minimum amount of open space that is required, and Applicant will also contribute its required share of in- lieu fees.

Although the Project would provide a considerable amount of open space and recreational features, it is assumed that some Project residents would still patronize existing public parks and recreational facilities, including use of public park amenities, such as playgrounds, nature trails, picnic areas, basketball courts, and sports fields. However, it is expected that Project resident use would be distributed across a number of recreational sites and facilities depending on the amenities offered at each location, such that substantial deterioration of facilities would not occur. Additionally, there is little potential that Project residents’ and employees’ use at any particular park or recreational facility would result in physical deterioration due to the Project’s proposed open space and recreational amenities. There is also the potential for the 36,516

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-155 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

square feet of publicly-accessible open space that the Project would provide to reduce the existing demand on nearby parks and recreational facilities. In addition, the Project’s private open space and amenities would reduce the Project’s resident demand on nearby parks and recreational facilities by providing active (i.e., exercise facilities and pool) and passive (i.e., seating and lounge areas) recreational opportunities.

Moreover, through the payment of required in-lieu fees for parks and recreational f acilities, the Project would be consistent with the CCMC parkland requirements, which would require the Applicant to pay fees to offset park- and open space-related impacts of the Project.

Therefore, the Project would not increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated. Thus, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

The precise amount, type, and location of future parks and recreational facilities would be determined during the planning process for individual development projects. Future development would be consistent with the proposed land use designations and policies. Environmental impacts associated with construction of new and expanded parks and recreational facilities that are proposed as part of the General Plan 2045 and Zoning Code Update would be subject to additional environmental review under CEQA, as needed.

Implementation of applicable goals and policies in the General Plan 2045 would minimize environmental impacts associated with the construction of new parks or expanded recreational facilities. As such, impacts would be less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to recreational facilities, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Construction
As discussed within Threshold a ), the Project includes the construction of open space and recreational amenities. The construction of these Project components and the potential for adverse physical effects on

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-156 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

the environment are addressed within the construction related analyses provided in the topical sections of this document. Therefore, with implementation of mitigation measures detailed throughout this document (where applicable), impacts during construction of these open space and recreational features would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Operation
As discussed above under Threshold a), the Project’s provision of open space and recreational amenities would help offset demand for City facilities, and it is expected that residents, guests, and employees are likely to use on-site open space and recreational facilities to a greater extent than off -site facilities. In addition, the Project would pay in-lieu park fees and comply with the CCM C, as applicable, which would help fund construction of future off-site recreational facilities when and where needed. As the Project would largely offset demand for recreational facilities through provision of its own recreational facilities, such as the gym facilities, pool deck s, and other open space amenities, it would not require construction or expansion of new off-site recreational facilities. To the extent the Project would generate some incremental demand that could lead to the need for construction of new or expanded off -site recreational facilities, the construction of such facilities and the potential for associated adverse effects on the physical environment would be subject to additional environmental review under CEQA, as needed. Therefore, the Project would not include recreational facilities or require the construction or expansion of recreational facilities which would have an adverse physical effect on the environment. Thus, i mpacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Conclusion
Based on the above, the Project’s potential environmental impacts with regard to recreation would be within the scope of the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-157 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.16 Transportation
Thresholds (and Supporting Information Sources):

Impact
Determination
in the
Certified PEIR
Does the
Project Involve
New Significant
Impacts or
Substantially
More Severe
Impacts?
Impact
Determination
for the Project
Certified
PEIR’s
Mitigation
Measures
Addressing
Impact
Transportation: Would the project:
(a) Conflict with a program, plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities?
Less than
Significant No Less than
Significant N/A
(b) Conflict or be inconsistent with CEQA Guidelines
Section 15064.3, subdivision (b)?
Significant
and
Unavoidable
No Less than
Significant N/A
(c) Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)?
Less than
Significant No Less than
Significant N/A
(d) Result in inadequate emergency access?
Less than
Significant No Less than
Significant N/A

a) Would the Project conflict with a program, plan, ordinance, or policy addressing the circulation system, including transit, roadway, bicycle, and pedestrian facilities? Impact Determination in the Certified PEIR
The Certified PEIR found that the General Plan 2045 and Zoning Code Update would not conflict with any applicable program, plan, or ordinance on the circulation system, including transit, roadway, bicycle, and pedestrian facilities, given the availability of nonvehicular transportation options and the Mobility goals and policies included in the General Plan 2045. First, implementation of the General Plan 2045 and Zoning Code Update would improve connections to local and regional transit services, encourage the use of alternative modes of transportation (including walking and biking) through supportive land use development, support of the expansion of a multi -modal network, and improve bike lanes and public transportation services. Additionally, implementation of the General Plan 2045 and Zoning Code Update will not preclude the implementation of the Culver City Short Range Mobility Plan and rather would provide complimentary goals, policies, and implementation actions that address transit improvements. In addition, the Mobility Element supports and complements the measures, objectives, and policies in the City’s Bicycle and Pedestrian Action Plan. Further, the Mobility Element places an emphasis on Complete Streets and a layered transportation network consistent with the City’s Complete Streets Policy. The Mobility Element establishes the goal of providing a transportation network that is safe and accessible for all travel modes consistent with the City’s Local Road Safety Plan. The General Plan 2045 will enable the City to improve bicycling programs and infrastructure throughout the City, providing connections to the existing and proposed bicycle network. The goals and policies in the Mobility Element will be consistent with the applicable plans and therefore, the General Plan 2045 will not conflict with any applicable program, plan, or ordinance on the circulation system, including transit, roadway, bicycle, and pedestrian facilities.

As such, impacts would be less than significant.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-158 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to a conflict with any applicable program, plan, or ordinance on the circulation system, including transit, roadway, bicycle, and pedestrian facilities, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Transportation Impact Study prepared for the Project by Fehr & Peers, dated June 2025 (included as Appendix K), compiled a table of City programs, plans, ordinances, and policies relevant in determining whether the Project would conflict with a program, plan, ordinance, or policy addressing the circulation system, including transit, roadway, bicycle, and pedestrian facilities. As discussed below, the Project would not conflict with the City’s’ adopted programs, plans, ordinances, and policies addressing the circulation system. As determined in the Transportation Study, the following City programs, plans, ordinances, and policies were reviewed: Traffic Code, General Plan Circulation and Land Use Elements, Neighborhood Traffic Management Program, Gateway Neighborhood Design Guidelines, Gateway Adjacent Neighborhood Design Guidelines Residential Parkway Guidelines, Upper Culver Crest Hillside Design Standards, Short Range Mobility Plan, Bicycle and Pedestrian Action Plan, Complete Streets Policy, Safer Fox Hills Project, and Local Road Safety Plan . The below sections provide an overview of the Project’s consistency with the applicable plans and policies addressing the circulation system.

Traffic Code, Chapter 7.05: Motor Vehicle Air Quality Management Chapter 7.05 of the CCMC establishes transportation demand and trip reduction measures to reduce vehicular emissions of new developments in excess of 25,000 sf. Since the Project is greater than 25,000 sf, it will implement a comprehensive TDM program that adheres to the TDM requirements of the CCMC.

The Project’s TDM program will be subject to monitoring by the Planning Division and Transportation Department to ensure compliance.

Mobility Element
The Mobility Element establish es a policy framework that envisions a 2045 citywide network for all transportation modes by encouraging the use of active and shared modes getting to, from, and within Culver City by providing more reliable, safe, affordable, convenient, clean, and connected mobility options for people of all ages and abilities. By enhancing safe and reliable access to schools, parks, community services, neighborhood serving retail, and jobs, the Mobility Element aids in creating a community that is more equitable, inclusive, innovative, and sustainable. The Mobility Element identifies existing community mobility-related concerns and opportunities and establishes goals, policies, and guidance to address these concerns for the future improvement of the transportation network. The Project does not propose to modify or make any modifications to the street classifications or Special Designations, nor would it preclude the City from making improvements to the transportation network as envisioned in the Mobility Element.

Consistent with Mobility Element Goal M-1 to provide a safe and accessible transportation network, the Project’s driveways would meet all of the City’s access requirements and provide adequate sight distance for drivers of vehicles entering and leaving the Project Site, as well as bicyclists and pedestrians wishing to cross the driveway. Consistent with Goal M -2 and Policy M -2.4, the Project’s street frontages would be

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-159 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

improved to provide ground floor retail uses, aesthetic treatments on building facades, landscaping, street trees, lighting, seating areas, and a landscaped publicly accessible plaza, thereby creating spaces for gathering and community. This also advances Goal M -8 and Policies M-8.3 and M-8.4. Consistent with Policy M-2.5 to transform traditional bus stops into mobility centric locations that provide easy access and hassle-free connectivity between modes of transportation , the Project would comply with and implement bus stop improvements as required by the City under CCMC Section 7.05.015. Additionally, bicycle parking would be provided for Project residents, employees and visitors in furtherance of Policy M -4.4.

These features would enhance the street space and pedestrian experience, as well as provide placemaking features, that would foster local business activity and support a safe, convenient transportation systems that is accessible by multiple modes of transportation.

Policy M-4.2 seeks to prioritize investments that reduce first/last-mile barriers to transit stops and encourage alternative transportation options for daily activities and/or improve access to high quality jobs. The Project would support this policy by enhancing pedestrian circulation and promoting an active streetscape with pedestrian paseos on Hannum Avenue and Uplander Way, enhanced sidewalks, landscape, and street trees along Hannum Avenue and Uplander Way. These facilities would facilitate connections to Fox Hill Park and the Westfield Culver City Mall through enhanced sidewalks, landscape, and street trees along Hannum Avenue, Uplander Way, and Bristol Parkway. This also advances Policy M-8.2.

Policy M -5.5 seeks to proactively manage traffic congestion and parking at major destinations and job centers. The Project would support this policy by providing new residential development near existing office uses and destinations such as Fox Hill Park and the Westfield Culver City Mall that could be accessed via non-vehicular modes. The proposed TDM program , described above , would promote non-driving transportation modes. The CCMC no longer requires a minimum number of parking spaces as of October 2022, but the Project would also provide an adequate amount of parking based on a parking demand study of comparable properties near the Project. Specifically, the Project would provide 1,303 off-street parking spaces within three parking garages, one for each proposed building.

The Project’s transportation and design features would all meet applicable Americans with Disability Act (ADA) requirements in furtherance of Policy M -4.6. As discussed above, t he Project would implement a TDM Program per Project Design Feature TRAF -PDF-2, where the Project would implement strategies and action plans in compliance with the requirements set forth in CCMC Section 07.05.015 to reduce single occupancy vehicle trips while promoting the use of alternative transportation modes, thereby further reducing Project VMT in furtherance of Polic ies M-3.4, M-5.3 and M -5.4. Also, the Project would contribute its required Mobility Improvement Fee in support of funding multimodal projects and mobility services as selected by the City (in furtherance of Policy M-5.8).

Overall, the Project would not conflict with any goals or policies in the Mobility Element that would result in an adverse physical impact on the environment. As such, the Project’s impacts would be less than significant and within the scope of the impacts analyzed by the Certified PEIR.

Neighborhood Traffic Management Program
The City established a process for Neighborhood Traffic Management Programs (NTMPs) in a Procedures Manual dated November 22, 2004 to identify and implement areas impacted by cut -through traffic and implement traffic control, speed control, and safety infrastructure in the public right-of-way. The Fox Hills

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-160 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

NTMP includes proposed traffic circles, speed humps, radar feedback signs, centerline striping, curb extensions, pedestrian refuge islands, and bike lanes in the study area.

As noted above, Uplander Way does not provide any neighborhood access. Due to the Project location and driveways providing more direct access to major arterials, Project trips are not anticipated to lead to diversion or cut-through traffic on residential local streets. The Project would also voluntarily provide 1,303 off-street parking spaces, minimizing the possibility that residents, guests, and employees would navigate onto neighborhood streets in search of on-street parking. The Project would not confli ct with the goals of the Fox Hills NTMP nor inhibit implementation of measures identified within . As such, the Project’s impacts would be less than significant and within the scope of the impacts analyzed by the Certified PEIR.

Short-Range Mobility Plan (2022-2026)
The Culver City Transportation Department Short Range Mobility Plan provides a service analysis of the current fixed route service, the impact of local and regional transit projects, and an evaluation of main corridors and the on-demand services offered, such as Dial -A-Ride and microtransit. It focuses on public transportation services, enhancing fixed route and paratransit services, expanding micro -mobility with scooters and bikes, and offering microtransit services. The implementation of the Short Range M obility Plan is largely within the purview of the City rather than private developers or property owners. The Project would be in support of this plan because of the Project’s proximity and accessibility to several public transportation options. The Projec t Site is located in an area well served by public transportation, as described above. The Project would comply with any bus stop improvements as required by the City under CCMC Section 7.05.015. Therefore, the Project would not preclude the implementation of the Short Range Mobility Plan. Thus, the Project’s impacts would be less than significant and within the scope of the impacts analyzed by the Certified PEIR.

Vision Zero
The City Council passed a resolution in 2016 (Resolution No. 2016-R082) in support of the Vision Zero initiative to improve transportation safety and aim to eliminate fatal and severe collisions on City roadways.

While the City does not have one specific plan, program, ordinance, or policy implementing Vision Zero, its goals are implemented via the Bicycle and Pedestrian Action Plan, Complete Streets Policy, and Local Road Safety Plan. Thus, as discussed in those sections, the Project’s impacts would be less than significant and within the scope of the impacts analyzed by the Certified PEIR.

Bicycle and Pedestrian Action Plan
The City’s Action Plan establishes the vision and values that focus on establishing walking and cycling as viable modes of travel for all trip types. The Action Plan aims to provide a safe, convenient, and accessible active transportation network, accessible by users of all ages and abilities. The following is a review of the transportation related measures, objectives, and policies in the Action Plan:

Action HS -3.2: Use current design guidelines to encourage development patterns that promote active transportation and allow for short trips between destinations.

The Project supports this action by proposing residential uses near existing office uses, in an area with several transit options. Bicycle parking would also be provided. These design features would encourage pedestrian trips and shorter trips between dest inations. The Project also supports this action by enhancing

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-161 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

pedestrian circulation and promoting an active streetscape with pedestrian paseos on Hannum Avenue and Uplander Way, enhanced sidewalks, landscape, and street trees along Hannum Avenue and Uplander Way.

Action HS-4.1: Build an active transportation network that encourages Culver City residents to use means of transportation other than driving by providing safer, more comfortable biking and walking facilities.

The Project supports this action by implementing 305 bicycle parking spaces (31 short-term and 274 long- term). A Class II Bicycle Lane is located along Hannum Avenue fronting the Project Site. The Project Site frontage designs and access points will not preclude the implementation of this facility and other future high-quality bicycle facilities. The Project also supports this action by enhancing pedestrian circulation and promoting an active streetscape with pedestrian paseos on Hannum Avenue and Uplander Way, enhanced sidewalks, landscape, and street trees along Hannum Avenue and Uplander Way.

As such, the Project’s impacts would be less than significant and within the scope of the impacts analyzed by the Certified PEIR.

Complete Streets Policy
The Complete Streets Policy lays out a plan for designing safer, more vibrant streets, that are accessible to people, no matter how they travel. The supplementary Complete Streets Design Guidelines have not yet been adopted at the time of this publication. Regardless, the following policies in the Complete Streets Policy are relevant to the Project:

Policy 5a.i: The City will plan, design, operate, and maintain a transportation system that provides a connected network of streets and facilities that accommodate all modes of travel. The City will actively seek opportunities to repurpose or enhance rights-of-way to improve connectivity for pedestrians, bicyclists, and transit users.

The Project supports this policy by introducing development that is conducive to walking, biking, and taking transit. The Project would introduce new bicycle parking and enhance pedestrian rights -of-way by providing enhanced sidewalks, landscape, and stree t trees along Hannum Avenue and Uplander Way.

Existing transit options near the Project Site would allow for pedestrian and bicycle access to public transit.

Policy 5a.ii: The City will pursue enhancements to the bicycle and pedestrian connectivity to public transit services, as well as to schools, parks, service retail, public facilities, regional connections, and business districts.

The proposed Project would support this policy by enhancing pedestrian circulation and promoting an active streetscape with connections to Fox Hill Park and the Westfield Culver City Mall, through enhanced sidewalks, landscape, and street trees along Hannum Avenue, Uplander Way, and Bristol Parkway. Existing transit options near the Project Site would allow for pedestrian and bicycle access to public transit. The Project would comply with any bus stop improvements as required by the City under CCMC Section

7.05.015.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-162 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Policy 5b.ii: The City will emphasize pedestrian access along and across City streets by, for example, providing convenient and protected crossing locations, shortening crossing distances through the use of curb extensions and tight curb radii, and enhancing signage and pavement markings.

The Project would provide enhanced sidewalks, landscape, and street trees along Hannum Avenue, Uplander Way, and Bristol Parkway. It would not conflict with or inhibit future City improvements to pedestrian access in the public right-of-way.

Policy 5d.ii: The City will coordinate street improvements with business owners along retail and commercial corridors to develop or enhance vibrant business districts.

The Project supports this policy by providing new neighborhood- serving retail uses, and by introducing development that is conducive to walking, biking, and taking transit.

Based on the above, the Project’s impacts would be less than significant and within the scope of the impacts analyzed by the Certified PEIR.

Safer Fox Hills Project
As discussed in Section 3.10, Land Use and Planning, the Project would not conflict with improvements contemplated within the Safer Fox Hills Project. The Safer Fox Hills Project contemplates a protected intersection at Hannum Avenue and Bristol Parkway, as well as a directional concrete-protected bikes lanes along Hannum Avenue and Bristol Parkway adjacent to the Project Site. Development of the Project would not preclude future development of these transportation improvements identified in the Safer Fox H ills Project. Rather, the Project, with its various bicycle-centric amenities and neighborhood-serving retail use, is harmonious with the planned improvements under the Safer Fox Hills Project.

Local Road Safety Plan
The Culver City Local Road Safety Plan (LRSP) is a living document that identifies conditions that contribute to collisions within the City and recommends potential traffic safety improvements to the city’s unique traffic needs and issues. No streets along the Project frontage are identified in the LRSP’s High - Risk Roadway Segments or Intersections. As such, the Project’s impacts would be less than significant and within the scope of the impacts analyzed by the Certified PEIR.

Conclusion
Based on the above , the Project would not conflict with any of the City’s adopted programs, plans, ordinances, and policies. As such, i mpacts would be less than significant, consistent with the Certified PEIR.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-163 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

b) Would the Project conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b)?
Impact Determination in the Certified PEIR
As part of the Certified PEIR, a VMT assessment was conducted for the entirety of Culver City, using the Culver City Citywide Travel Demand Forecasting Model to obtain daily vehicle trips, daily VMT, and VMT per capita metrics. At buildout, the General Plan 2045 and Zoning Code Update will result in a

0.95 percent decrease in residential VMT per capita compared to the existing conditions, a 7.26 percent decrease in work VMT per employee compared to existing conditions, and a 3.60 percent increase in total daily VMT per service population. While there would be a resulting reduction in VMT compared with existing conditions, the General Plan 2045 and Zoning Code Update will result in an average daily VMT per capita, VMT per employee, and total VMT per service population above the 15 percent reduction threshold. Even with implementation of all goals and policies contained in the Mobility Element that promote transit prio rity lanes, multimodal connectivity, integrated public transportation services, and prioritize public transit and mobility service, the General Plan 2045 and Zoning Code Update will not meet the 15 percent VMT reduction threshold. Thus, the Certified PEIR found that the General Plan 2045 and Zoning Code Update will result in significant and unavoidable VMT impacts and that there are no feasible mitigation measures to reduce the severity of this impact.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to a conflict or inconsistency with CEQA Guidelines section 15064.3( b), nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Transportation Study Criteria and Guidelines (TSCG) specifies the City’s VMT screening criteria for development projects. Per the criteria, if a development project meets any of the below VMT screening thresholds, it would be exempted from having to conduct VMT impact analysis to comply with CEQA, and a less than significant impact is presumed:

1. Small projects that result in less than 250 daily or 25 peak hour trips

2. Projects within 0.50 miles from the key TPAs of Metro E Line Culver City Station, Metro E Line La Cienega Station, Westfield-Culver City Transit Center, or the Sepulveda Boulevard & Venice Boulevard intersection may be screened

3. Projects located within any TPA where at least 15% of the on-site residential units are affordable

4. Affordable housing projects where 100% of the dwelling units are affordable

5. Local serving retail projects with less than 50,000 sf in size at a single store While a portion of the Project Site falls within 0.5 mile of the Culver City Transit Center, a VMT analysis was conducted for the whole Project Site as a conservative approach.

Thresholds 4 and 5 apply to specific land uses, meaning that these land uses can be screened from a mixed- use project.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-164 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

The commercial portion of the Project is approximately 5,772 square feet of retail space. This portion screens out of VMT analysis based on the locally -serving retail screening criteria. The residential portion of the Project does not meet any of the VMT s creening thresholds. Therefore, a VMT impact analysis is required for the Project, but no separate analysis is required for the retail portion.

The Project’s impact on VMT was assessed utilizing the City’s VMT Tool. The VMT Tool considers a project’s land uses, proposed transportation demand management strategies, and location within the City to estimate the project’s impact on vehicle miles traveled, assessed against the C ity’s established impact criteria. The Project would implement strategies and action plans as part of a comprehensive TDM program as discussed in Project Design Feature TRAF -PDF-2 in compliance with the requirements set forth in CCMC Section 07.05.015 to reduce single occupancy vehicle trips while promoting the use of alternative transportation modes, thereby reducing Project VMT . (See Chapter 3 : CEQA Transportation Analysis, Project’s Transportation Impact Study, included in Appendix K of this document.) The TSCG threshold of significance is 15% below the City VMT per capita. The City VMT per capita is

8.3, so the threshold of significance is 7.1.

The Project is estimated to generate a total daily VMT of 32,887. Additional details regarding the VMT analysis are available in Appendix B of the Transportation Impact Study, which is provided in Appendix K of this document. The daily household VMT per capita for the Project is estimated at 6.2, which is below the VMT threshold of 7.1 per capita. Thus, the Project would have a less than significant impact on household VMT per capita. Overall, VMT impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no feasible mitigation measures are available to reduce the General Plan 2045 and Zoning Code Update’s impacts to VMT. However, unlike the General Plan 2045 and Zoning Code Update, the Project would have a less than significant impact and thus no mitigation measures are required.
c) Would the Project substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? Impact Determination in the Certified PEIR
The land use diagram and policies contained in the General Plan 2045 emphasize transition areas and buffers between land uses of varying intensity, which will serve to reduce potential conflicts between users of the transportation system connected with each land use, including commercial and industrial truck traffic, commute traffic, pedestrians, and cyclists. Access locations for development allowed under the General Plan 2045 will be designed to the City’s standards and will provide adequate sight distanc e, sidewalks, crosswalks, and pedestrian movement controls to meet the City’s requirements to protect pedestrian safety.

The various goals and policies contained within the Mobility Element are designed to address transportation safety, improve circulation , implement transportation projects, and advance current City plans, policies, programs, and ordinances. The transportation projects included in the Mobility Element are envisioned to improve mobility, safety, and access, and thus will be designed to appli cable federal, state, and City Engineering Design Standards or other applicable roadway standards. As a result, the Certified PEIR found

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-165 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

that development under the General Plan 2045 and Zoning Code Update will not substantially increase hazards due to a geometric design feature or incompatible use, and impacts are less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to an increase in hazards due to a geometric feature or incompatible use, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Pedestrian access to the Project Site would be provided via sidewalks located along Project Site frontages on Hannum Avenue, Uplander Way, and Bristol Parkway. Residents and visitors arriving at the Project Site by bicycle would have the same access opport unities as pedestrians and would be able to utilize on -site bicycle parking facilities. The Project’s access locations are designed to the City’s adopted standards and CCMC Section 17.320.040, and w ould provide adequate sight distance, sidewalks, crosswalk s, and pedestrian movement controls that meet the City’s requirements to protect pedestrian safety. All Project driveways would intersect streets—either Bristol Parkway or Uplander Way—at right angles. Street tree placement and the location of other potential impediments to driver and pedestrian visibility w ould be considered to maintain safe conditions near the Project driveways. Pedestrian entrances separated from vehicular driveways with curb and sidewalk would provide access from the adjacent streets and transit stops.

The Project would convert two unrestricted on-street parking spaces on Hannum Avenue in front of the Building 1 entrance to passenger loading only. Re -striping of the existing Class II bicycle lane would include green conflict markers (“elephant tracks” si milar to the existing condition on the opposite side of the street) to alert drivers and bicyclists of potential cross-over traffic. The Project would also convert approximately one metered parking space each at the entrances to Buildings 2 and 3 to passenger loading only. Thes passenger loading zones would provide a designated space for vehicles to wait in a curbside space without obstructing travel lanes or the existing bicycle lane on Hannum Avenue. Although this would still require vehicles to cross the bicycle lane, providing a dedicated and demarcated space congregates these curb demands into one area rather than occurring haphazardly at any location around the site . Such curbside loading zone s would have no effect on the pedestrian safety as they would not be located at or near designated pedestrian crossings. The streets immediately bordering the Project Site and nearly all the other streets in the vicinity include sidewalks, facilitating pedestrian movement. Marked crosswalks are present at permitted pedestrian crossings for all study intersections in the study area.

The Project driveways would comply with City standards as outlined in CCMC Section 17.320.040. The driveways would be configured to avoid or minimize potential conflicts with transit services and pedestrian traffic by providing curbs and sidewalks to separate pedestrian movements from vehicular movements. The pedestrian access points are located to minimize pedestrian -vehicle conflicts. The Project would not substantially increase hazards or conflicts and would contribute to overall walkability through enhancements to the Project Site. Therefore, the Project would cause a less than significant impact regarding geometric design hazards.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-166 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Furthermore, the Project would be compatible with the surrounding uses. The Project w ould incorporate both residential and commercial uses, which is consistent with the areas surrounding the Project Site. The adjacent and nearby neighborhoods consist of a mix of uses, including proposed (approved) residential uses, business park/office uses, and park uses. Thus, the mixed -use Project is not out of place for the neighborhood. Additionally, the Project w ould incorporate a significant amount of open space, some of which is open to the public, which would provide numerous connections to the Project Site’s surroundings and improve walkability of the neighborhood. The Project also includes bicycle parking and storage, which is compatible given t he City’s plans to add a bike lane to Bristol Park way, in addition to the existing Hannum Avenue bike lanes . Overall, the Project would be complimentary to the existing and planned characteristics of the neighborhood.

Thus, the Project would cause a less than significant impact regarding geometric design hazards or incompatible uses and impacts would be within the scope of impacts analyzed in the Certified PEIR Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required. Since, as discussed above, the Project does not involve new significant impacts or substantially more severe impacts, no new or additional mitigation measures are needed.
d) Would the Project result in inadequate emergency access? Impact Determination in the Certified PEIR
As discussed in the Certified PEIR, the General Plan 2045 and Zoning Code Update applies programmatically Citywide, whereas project-level review will be conducted by the City to evaluate the site access for emergency vehicles and traffic control plans for individual projects . This development review process will ensure that future development under the General Plan 2045 and Zoning Code Update will be consistent with applicable policies and will not hinder emergency access for individual sites. Therefore, the General Plan 2045 and Zoning Code Update will not result in inadequate emergency access, and impacts would be less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to inadequate emergency access, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Project Site is located within an urbanized area with a fully developed roadway system. Direct emergency access is provided by each of the three streets bordering the Project Site, including Hannum Avenue, Bristol Parkway, and Uplander Way.

Construction of the Project is not anticipated to require road closures in public right -of-way, and construction staging will primarily take place within the Project Site. Construction traffic would be temporary and short -term and would cease after construction is completed. In accordance with City

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-167 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

requirements, the Project would develop a Construction Traffic Management Plan, which includes designation of a haul route, to ensure that adequate emergency access is maintained during construction. If required, the Project’s contractor would implement construction traffic management measures to ensure that access for all road users is maintained near the Project Site and limit potential conflicts with traffic on local streets. In addition, emergency vehicle access to the Project Site and neighboring land uses would be maintained, and worker and construction equipment delivery would be scheduled to avoid peak traffic hours. Furthermore, Project construction contractors would coordinate with the CCPD and CCFD concerning any planned temporary lane closures and other construction activities that could affect emergency access and emergency response times and arrange for traffic control devices and detours to minimize any potential impacts to traffic. Because of the short -term nature of the construction activitie s, the Project’s construction activities would not require a new or significantly interfere with an existing risk management, emergency response, or evacuation plan. Thus, the Project would not result in inadequate emergency access during construction, and impacts would be less than significant.

Regarding Project operation, the Project incorporates multiple features to ensure adequate emergency access. There is a designated fire lane in the central portion of the Project Site. Driveways through the Project Site could also be used for emergency access. The Project would also include features to support the existing fire station access from Bristol Parkway, including restricting the Project driveway on Bristol Parkway to right-turn in and right -turn out only to reduce the likelihood of inbound or out bound vehicles turning left and obstructing the northbound travel lanes on Bristol Parkway. CCMC Chapter 17.540 requires that CCPD review new projects to ensure that public safety and site security measures are incorporated. As a condition of approval, CCFD would review and approve plans for the building, fire lanes, fire hydrant locations, and associated equipment, to ensure adequate access to and within the Project Site for emergency vehicles. Furthermore, pursuant to Califor nia Vehicle Code Section 21806 , the drivers of emergency vehicles are generally able to avoid traffic in the event of an emergency by using sirens to clear a path of travel or by driving in the lanes of opposing traffic. Accordingly, emergency access would be maintained during operation of the Project. Therefore, Project operation would result in a less than significant impac t and would be within the scope of impacts analyzed in the Certified PEIR.

Conclusion
Based on the above, the Project’s potential environmental impacts with regard to transportation would be within the scope of the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-168 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.17 Tribal Cultural Resources
Thresholds (and Supporting Information Sources):

Impact
Determination
in the
Certified PEIR
Does the
Project Involve
New Significant
Impacts or
Substantially
More Severe
Impacts?
Impact
Determination
for the Project
Certified
PEIR’s
Mitigation
Measures
Addressing
Impact
Tribal Cultural Resources:
(a) Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is:

Less than
Significant No Less than
Significant NA
(i) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section
5020.1(k), or

(ii) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe.

a) Would the Project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is:
i) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k)? ii) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe?
Impact Determination in the Certified PEIR
The Certified PEIR determined that the City was a highly suitable area for the inhabitance of indigenous people. There are 12 known prehistoric archaeological resources that have been previously identified within the Planning Area, and while the City is mostly built out, this does not preclude the presence of additional tribal cultural resources from being located underneath existing development. Thus, potential for encountering tribal cultural resources in the City is considered high, and implementation of the General Plan 2045 and Zoning Code Update could cause a substantial adverse change to tribal cultural resources.

However, future projects would be required to comply with the provisions of SB 18 and AB 52, as necessary, to incorporate tribal consultation into the review process to ensure that tribal cultural resources

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-169 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

are properly identified and that mitigation measures are identified to reduce impacts on these resources.

Furthermore, the City would continue to implement standard conditions of approval that require and specify the steps to be taken to avoid damage and to promote preservation if tribal cultural resource are uncovered during construction in support of the City’s goals for protection of cultural resources. Adherence to the se regulations and implementation of proposed General Plan policies and implementation actions would ensure that the Project’s impact with respect to tribal cultural resources would be less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to tribal cultural resources, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Consistent with the Certified PEIR analysis, the City conducted tribal consultation per the provisions of AB 52 in an effort to ensure that tribal cultural resources are properly identified and that measures are identified to reduce impacts on these resources. The City submitted notification and request to consult letters to the individuals and organizations listed below on September 30, 2024:
• Sandonne Goad and Samuel Dunlap, Gabrielino/Tongva Nation • Charles Alvarez, Gabrielino-Tongva Tribe
• Andrew Salas and Christina Swindall Martinez, Gabrieleño Band of Mission Indians—Kizh Nation • Robert Dorame and Christina Conley, Gabrielino Tongva Indians of California Tribal Council • Anthony Morales, Gabrielino/Tongva San Gabriel Band of Mission Indians • Joseph Ontiveros and Jessica Valdez, Soboba Band of Luiseño Indians • Lovina Redner, Santa Rosa Band of Cahuilla Indians
The City received requests for consultation from the Gabrieleño Band of Mission Indians —Kizh Nation (Kizh Nation) and the Gabrielino Tongva Indians of California Tribal Council (Gabrielino Tongva Indians).

During the consultation meetings, both tribes provided background information and indicated that the area around the Project Site is located within their traditional homeland areas. However, the tribes did not provide documentation on tribal cultural resources that are specific to the Project Site.

As discussed in the Archaeological Report, no known prehistoric archaeological resources were identified within or immediately adjacent to the Project Site. However, two precontact archaeological resources have been recorded outside of the 0.50-mile radius. The SLF search conducted through the NAHC indicated that the Project Site was negative for known resources in the SLF database. The results of the geotechnical investigations at the Project Site revealed that fill was found from the surface down to approximately 5 feet below existing grade. The fill was underlain by alluvial and Paleosol soils (consisting of interlayered mixtures of sand, silt and clay).

Based on the above, it was determined that no known tribal cultural resources, as defined in PRC Sections 21074(a)(1), or resources determined by the City in its discretion and supported by substantial evidence to

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-170 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

be significant pursuant to PRC Section 5024.1, have been identified within the Project Site as a result of tribal consultation or as a result of the SLF search through the NAHC and the SCCIC.

However, due to the Project Site being located in the vicinity of known Native American villages and Ballona Creek, recent discoveries during other construction projects in the vicinity, and the tribal consultation efforts, the Project Site appears to have a moderate to high potential for encountering previously unknown tribal cultural resources during construction. As a result, there is potential that the Project could cause a substantial adverse change in the significance of a tribal cultural resource as described in PRC Section 21084.2.

Accordingly, per the City’s standard conditions of approval, as shown below, the City has determined that the Project would be subject to Native American monitoring by both the Kizh Nation and the Gabrielino Tongva Indians. Monitoring would be conducted per the City’s standard conditions of approval, which would ensure that the Project’s impact with respect to tribal cultural resources would be less than significant. As noted above, the Certified PEIR contemplated that projects would be subject to and woul d comply with the City’s standard conditions of approval, as is the case here.

Standard City Conditions of Approval (COA) – Tribal Cultural Resources (TCR) TCR COA-1: Prior to the issuance of demolition permits and based on sensitivity for encountering tribal cultural resources, the applicant shall retain a Native American Monitor from a Gabrieleño Tribe or Tribes. The applicant shall compensate the tribal monitor at a reasonable rate, determined in good faith, that aligns with customary compensation for cultural resource monitoring, taking into account factors such as the scope and duration of the Project. The Native American Monitor(s) shall be present during the following construction activities that have the potential for encountering tribal cultural resources: demolition, pavement removal, clearing/grubbing, drilling/augering, potholing, grading, trenching, excavation, tree removal or other ground disturbing activity associated with the Project. Full -time monitoring may be reduced to part -time inspections, or ceased entirely, if determined appropriate by the Native American Monitor(s). The Native American Monitor(s) shall provide a written daily report for each day they are on site that shall be submitted to the applicant on a regular basis. This daily report shall include observations relating to soil or sediment types and disturbances, the location and description of ground-disturbing activities that were monitored, and the location and descriptions of cultural resource materials that were discovered.

TCR COA-2: Prior to commencement of ground disturbing activities, a Tribal Cultural Resources Sensitivity Training session shall be held for those construction personnel who will be directly involved in the ground disturbing activities. The training session shall be carried out by the Native American Monitor(s) and shall focus on how to identify tribal cultural resources that may be encountered during ground disturbing activities and the procedures to be followed in such an event. In addition, the tribal monitor shall comply with applicant's site access and workplace safety requirements.

TCR COA-3 : In the event of a discovery of potential tribal cultural resources, tribal cultural resources shall be avoided where feasible, in accordance with subdivision (a) of Public Resources Code Section 21084.3. In furtherance of this requirement, where feasible, the project applicant shall provide deference to tribal preferences regarding access to spiritual, ceremonial, and burial sites, and incorporate tribal traditional knowledge in the protection and sustainable use of tribal cultural resources and landscapes.

In addition, a qualified archaeologist (after consultation with the Native American Monitor[s]) shall have the authority to temporarily divert, redirect, or halt ground-disturbance activities to allow

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-171 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

identification, evaluation, and potential recovery of such potential resources. After consulting with the Native American Monitor(s) and the applicant, the qualified archaeologist shall establish an appropriate buffer area in accordance with industry stand ards, reasonable assumptions regarding the potential for additional discoveries in the vicinity, and safety considerations for those making an evaluation and potential recovery of the discovery. This buffer area shall be established around the find where ground-disturbing activities shall not be allowed to continue. Work shall be allowed to continue outside of the buffer area.

TCR COA-4: A meeting shall be convened between the applicant, the qualified archaeologist, the Tribe(s), and the City’s Planning and Development Director to discuss the significance of the find.

At the meeting, the significance of the discoveries shall be discusse d and, after consultation with the Tribe(s) and the qualified archaeologist, a decision shall be made, with the concurrence of the City’s Planning and Development Director, as to the appropriate mitigation or treatment (documentation, recovery, avoidance, etc.) for the cultural resources. If the applicant, qualified archaeologist, and the Tribe(s) cannot agree on the significance or the treatment for the archaeological or tribal cultural resources, these issues will be presented to the City Planni ng and Development Director for decision. The City’s Planning and Development Director shall make the determination based on the provisions of the California Environmental Quality Act with respect to archaeological resources, recommendations of the project archeologist, and shall take into account the cultural and religious principles and practices of the Tribe(s). All treatment and documentation of tribal cultural resources shall be conducted in a culturally appropriate manner, consistent with Public Resources Code Section 21083.9.

TCR COA-5: The treatment measures for the resource shall be included in a treatment plan that is prepared by the qualified archaeologist with input from the Tribe(s) as necessary, and with the concurrence of the City’s Planning and Development Director. The treatment plan shall also include measures regarding the curation of the recovered resources. Once the treatment measures have been implemented, construction excavations can proceed in the vicinity of the discovery.

TCR COA-6 : The recovered Native American resources may be placed in the custody of the Tribe(s), who may choose to use them for their educational purposes or they may be curated at a public, non-profit institution with a research interest in the materials. If more than one Tribe is involved with the project and they cannot come to an agreement between themselves as to the final disposition of precontact archaeological resources or tribal cultural resources, the applicant shall contact the City’s Planning and Development Director regarding this matter and then proceed with the resources being curated at a public, non -profit curation repository in Los Angeles County that meets federal curation standards pursuant to 36 CFR Part 79.

Conclusion
Based on the above, the Project’s potential environmental impacts with regard to tribal cultural resources would be within the scope of the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-172 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.18 Utilities and Service Systems
Thresholds (and Supporting Information Sources):

Impact
Determination
in the
Certified PEIR
Does the
Project Involve
New Significant
Impacts or
Substantially
More Severe
Impacts?
Impact
Determination
for the Project
Certified
PEIR’s
Mitigation
Measures
Addressing
Impact
Utilities and Service Systems: Would the project:
(a) Require or result in the relocation or construction of new or expanded water, wastewater treatment, or storm water
drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects?
Less than
Significant No Less than
Significant N/A
(b) Have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years?
Less than
Significant No Less than
Significant N/A
(c) Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments?
Less than
Significant No Less than
Significant N/A
(d) Generate solid waste in excess of State or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals?
Less than
Significant No Less than
Significant N/A
(e) Comply with federal, state, and local management and reduction statutes and regulations related to solid waste? Less than
Significant No Less than
Significant N/A

a) Would the Project require or result in the relocation or construction of new or expanded water, wastewater treatment, or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could caus e significant environmental effects?
Impact Determination in the Certified PEIR
Future development that will occur under the General Plan 2045 and Zoning Code Update will result in an increased demand for water, wastewater treatment, storm drainage, electric power, natural gas, and telecommunication services and facilities.

With regard to water facilities, each individual project would be required to demonstrate the availability of water to service the development, as required and applicable, in the form of will-serve letters and, for larger projects, preparation of a Water Supply Assessment (WSA) per Water Code Sections 10910 and 10911 (known as Senate Bill 610). If additional facilities were to be constructed, separate environmental analysis would be required. The City currently complies with the applicable water -related statutory requirements, and the General Plan 2045 ensures that the City would continue to comply with the state and federal regulatory requirements. Overall, the General Plan 2045 policies contain various methods of water conservation and water planning, such as expanding and enhancing existing water conservation measures, mandates, and strategies to optimize wise use of water (Policy INF-2.1); restricting and eliminating potable water use for primarily non-edible irrigated landscapes where alternative water sources are available (Policy INF-2.6); providing dual plumbing for all new public parks and landscape projects in anticipation of future water recycling or on-site water capture, treatment, and re-use infrastructure to be used for irrigation (Goal

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-173 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

INF-4 and associated policies; Policy INF-2.8); and providing resources and guidance for conventional lawn conversion to drought tolerant landscaping (Policy INF -2.5), which would improve water management in the Planning Area.

Most new development is expected to be infill and would rely on the existing distribution network that has sufficient capacity to convey available water supplies. Moreover, it is anticipated that the City’s overall water infrastructure system would be improved over the next 25 years, particularly as redevelopment occurs and the system services additional residences and businesses. If future development under the General Plan 2045 and Zoning Code Update would require the construction and operation of new or expanded water supply facilities, construction or expansion of such facilities would be subject to project -level environmental review in accordance with CEQA at the time it is proposed. This Project-level review would identify any significant environmental impacts that could result from the construction and operation of such facilities and would identify project-specific mitigation measures to lessen or avoid any significant impacts as feasible. Furthermore, beyond construction and installation of new trans mission and distribution infrastructure, new or expanded water supply facilities undertaken by the City (e.g., water treatment plants, water reclamation/recycling facilities, pump stations ) would be the responsibility of Metropolitan Water District of Southern California (Metropolitan), LADWP and GSWC and would also be subject to individual CEQA review and clearance to determine whether any would have significant environmental impacts.

Therefore, impacts on water associated with implementation of the General Plan 2045 and Zoning Code Update would be less than significant.

With regard to wastewater, the General Plan 2045 includes policies and actions that would reduce the demand for wastewater treatment. New development allowed under the General Plan 2045 and Zoning Code Update will be subject to the latest adopted edition of the California Plumbing Code and CALGreen Code, which will reduce the amount of effluent entering the wastewater system. In addition, as discussed within the Certified PEIR, there is sufficient capacity at the Hyperion Water Reclamation Plan t (HWRP) and Joint Water Pollution Control Plant (JWPCP) to accommodate wastewater collection and treatment generated by the growth that will occur under the General Plan 2045 and Zoning Code Update . Future development would be located within urban areas of the Planning Area and near existing wastewater infrastructure. In addition, the City would comply with applicable current and future statutory requirements.

Therefore, the Project would not result in insufficient wastewater collection and treatment , and no new or expanded wastewater treatment facilities would be needed. Thus, impacts would be less than significant.

With regard to stormwater drainage, future development will be required to comply with all applicable construction and operational laws, regulations, and permits related to hydromodification and discharging into the City’s system. Compliance with applicable City requirements and policies will ensure that runoff generated by new development associated with the implementation of the General Plan 2045 and Zoning Code Update will not inundate existing storm drainage facilities such that new or expanded faciliti es will be required. As such, the General Plan 2045 and Zoning Code Update’s impacts on stormwater drainage would be less than significant.

With regard to electric power, it is possible that future development allowed under the General Plan 2045 and Zoning Code Update could result in the provision of new electrical power facilities, including new or upgraded substations and/or transmission lines. However, all new development would be subject to the latest adopted edition of the CALGreen Code, which establishes mandatory energy efficiency measures for

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-174 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

new residential and non -residential buildings. Compliance with current CALGreen requirements and proposed General Plan policies that promote renewable energy generation and energy efficiency would ensure that new development associated with the implementat ion of the General Plan 2045 and Zoning Code Update would be energy efficient, thus reducing the need for new electrical power infrastructure.

Should upgrades to new facilities be required, construction of those facilities could result in adverse environmental effects. However, f uture facilities would be subject to environmental review under CEQA and would be required to comply with the City’s requirements for construction projects, including but not limited to, grading permits and encroachment permits. Therefore, electricity demand from projects associated with the implementation of the General Plan 2045 and Zoning Code Update would not result in additional impacts related to the provision of electrical power infrastructure. Thus, the General Plan 2045 and Zoning Code’s impact on electric power would be less than significant.

Regarding natural gas, it is possible that future development allowed under the General Plan 2045 and Zoning Code Update could result in the provision of new natural gas facilities, including new and/or upgraded pipelines. SoCalGas estimates that the total gas demand in its service area would decline at an annual rate of 1 percent from 2020 to 2035 due to modest economic growth and CPUC -mandated energy efficiency standards and projects.
76 Additionally, all new development would be subject to energy efficiency standards contained in the latest adopted edition of the CALGreen Code, thus reducing the need for new natural gas infrastructure. Should upgrades be required, construction of those facilities could result in adverse environmental effects. However, future facilities would be subject to environmental review under CEQA and would be required to comply with the City’s requirements for construction projects, including but not limited to, grading permits and encroachment permits. Therefore, natural gas demand from projects associated with the implementation of the General Plan 2045 and Zoning Code Update would not result in additional impacts related to the provision of natural gas infrastructure . Thus, the General Plan 2045 and Zoning Code’s impact on natural gas would be less than significant.

Regarding telecommunications facilities, it is possible that future development allowed under the General Plan 2045 and Zoning Code Update could result in the provision of new telecommunication facilities.

Should upgrades to telecommunication infrastructure be required, construction of those facilities could result in adverse environmental effects. However, future facilities would be subject to environmental review under CEQA and would be required to comply with the City’s requirements for construction proj ects, including but not limited to, grading permits and encroachment permits. Therefore, demand for new telecommunications services from projects associated with the implementation of the General Plan 2045 and Zoning Code Update would not result in additional impacts related to the provision of telecommunication infrastructure. Thus, the General Plan 2045 and Zoning Code Update’s impact on telecommunications facilities would be less than significant.

In summary, the Certified PEIR found that the General Plan 2045 and Zoning Code Update would result in less-than-significant impacts related to new or expanded water, wastewater treatment, stormwater drainage, electric power, natural gas, or telecommunications facilities.

76 California Gas and Electric Utilities, 2020. 2020 California Gas Report. https://www.socalgas.com/ sites/default/files/2020-10/2020_California_Gas_Report_Joint_Utility_Biennial_Comprehensive_Filing.pdf. Accessed April 2023.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-175 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to new or expanded water, wastewater treatment, stormwater drainage, electric power, natural gas, or telecommunications facilities, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Water
Construction
Water would be required during construction for various purposes . Water for construction would be required for activities such as dust control, cleaning of equipment, excavation/export, removal and re - compaction, masonry, painting, and clean-up. Non -potable water could be used for soil compacting and dust control purposes, if required, and would represent the majority of the water used during construction.

Such practices are implemented by the contractor, and the non-potable water is trucked to the construction site. Project construction activities would also create a demand for some potable water, such as for drinking, cleaning of brushes and other items, and lavatories, which would also be trucked to the construction site.

According to the Water Civil Technical Memorandum prepared for the Project by Kimley Horn, dated April 24, 2024, (included as Appendix J of this document), the Project’s water lines would tie into the existing 10-inch and 12-inch water mains on Uplander Way, Bristol Parkway and Hannum Avenue. The Project Site would also be required to have a minimum of six hydrants on site. Construction impacts associated with the installation of water distribution lines would primarily involve trenching in order to place the water distribution lines below surface and would be limited to on-site water distribution, and minor off-site work associated with connections to the public main. No upgrades to existing water mains are anticipated at this time. Prior to ground disturbance, Project contractors would coordinate with GSWC to identify the locations and depth of all lines. Further, GSWC would be notified in advance of proposed ground disturbance activities to avoid water lines and disruption of water service and would be responsible for the installation of new meters and main connection, as well as work on water mains within the public right-of-way.

Therefore, Project impacts on water associated with construction activities would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Operation
Water service to the Project Site would continue to be provided by GSWC, as under existing conditions.

When analyzing the Project for infrastructure capacity, although domestic water demand is the Project’s main contributor to water consumption, fire flow demands have a much greater instantaneous impact on infrastructure and are, therefore, the primary means for analyzing infrastructure capacity.

According to the Water Civil Technical Memorandum (Appendix J of this document), due to anticipation of the Project requiring fire sprinklers, the Project is expected to qualify for a 75% reduction of the required fire flow, totaling in 1,500 GPM required fire flow for the Project Site. The existing fire flow for fire service tested at a range of 2,983 GPM to 6,119 GPM at 20 psi for a duration of 2 hours and would be sufficient to

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-176 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

meet the site fire flow requirements. Therefore, the site’s existing fire hydrant infrastructure would be sufficient to meet the Project’s fire flow requirements.

Based on the above, the existing GSWC water infrastructure has adequate capacity and pressure to meet the Project’s domestic and fire flow requirements. As such, Project operation would not require or result in the relocation or construction of new or expa nded water facilities, the construction of which would cause significant environmental effects. Thus, Project operational impacts related to water infrastructure would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Wastewater
The City’s wastewater is treated at the HWRP or the JWPCP. The HWRP treats an average daily flow of approximately 275 million gallons per day (mgd), with the capacity to treat up to 450 mgd. Therefore, the HWRP has a remaining treatment capacity of approximately 175 mgd. 77 The JWPCP currently treats 260
mgd and has a capacity of 400 mgd, meaning there is a remaining capacity of approximately 140 mgd.

During construction of the Project, a negligible amount of wastewater would be generated by construction workers. However, any such wastewater generation would be temporary, only lasting as long as Project construction activities occur. It is anticipated that portable toilets would be provided by a licensed private vendor that would dispose of the wastewater off -site. Such wastewater generation is therefore anticipated to result in either no or negligible discharges to the City’s wastewater treatment convey ance systems or treatment facilities, and would not be discharged through any service connections at or near the Project Site. Any off-site wastewater flows would be minimal in comparison to the meaning treatment capacities of the HWRP and the JWPCP. Additionally, c onstruction-related impacts would be on a temporary, intermittent basis. As such, the minimal wastewater generation during construction would not require the construction of new or expansion of existing facilities, and, given its small amount, is not anticipated to exceed the capacity of existing wastewater conveyance and treatment systems.

A Wastewater Civil Technical Memorandum was prepared for the Project by Kimley-Horn and Associates, Inc., dated July 30 , 2024, and is included in Appendix L of this document. The technical memorandum evaluates the existing wastewater infrastructure to determine whether there is available capacity in the sewer lines serving the Project Site to accommodate the Project. As shown in Table 32, Estimated Operational Wastewater Generation, operation of the Project would generate approximately 170,410 gpd [approximately 0. 26 cubic feet per second (cfs) or 0.659 cfs peak flow] of wastewater. The Project’s wastewater generation would represent a fraction of one percent of the capacity available at the HWRP or JWPCP. Therefore, Project impacts on wastewater treatment facilities would be less than significant, consistent with the Certified PEIR.

As discussed in the Wastewater Civil Technical Memorandum , the Project proposes several sewer lateral connections to the existing sewer mains on Bristol Parkway and Uplander Way. Based on the sewer flow monitoring reports and City requirements discussed in the Wastewater Civil Technical Memorandum, sufficient capacity to serve the Project exists in the sewer lines, since the depth of the peak flows observed did not exceed the ratio flow depth to internal pipe diameter (d/D) limits. The current maximum meter ed

77 City of Los Angeles Sanitation. Hyperion Water Reclamation Plant, https://www.lacitysan.org/san/faces/wcnav_externalId/s- lsh-wwd-cw-p-hwrp-tp?_adf.ctrl-state=2hxygimk0_5&_afrLoop=1342937646848223#!. Accessed April 30, 2025.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-177 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

flow for the sewer line within Bristol Parkway South is 0.12 cfs, within Bristol Parkway North is 0.017 cfs, and within Uplander Way is 0.022 cfs.

TABLE 32

ESTIMATED OPERATIONAL WASTEWATER GENERATION
Land Uses Units
Wastewater
Generation Rate (gpd)a
Peak Wastewater
Factor
Total Wastewater
Generation (gpd)
Peak Wastewater
Generation (gpd)
Existing Development
Office 146,414 sf 200/1,000 sf 2.5 29,283 73,207
Proposed Project
Residential 1,077 units 156 gpd/unit 2.5 168,012 420,030 Commercial 5,772 sf 100/1,000 sf 2.5 577.2 1,443
Fitness Center 6,070 sf 200/1,000 sf 2.5 1,821 4,553
Total Proposed Wastewater Generation 170,410 gpd 426,026 gpd Net Increase in Wastewater (Proposed – Existing) 141,127 gpd 352,819 gpd NOTE:
a. Sewer generated rates are per LACSD Sewage Generation Factors.

SOURCE: Kimley Horn, 2025, Wastewater Civil Technical Memorandum (Appendix L of this document)

Based on City sewer requirements, it was concluded that sufficient capacity for the proposed development exists in the monitored sewer lines, since the depth of the peak flows observed during this study did not exceed d/D limits of 0.50 or 50% pipe capacity. Based on the metering results and the proposed net increase, it appears there is sufficient hydraulic capacity. Since the sewer discharge is split between the Bristol Parkway and Uplander Way, the total Project demand to both streets was assessed. The assessment adds the total development sewer discharge or demand to each manhole where the existing sewer metering was conducted. The maximum sewer flow rate from the metering was used to assess the pipe capacity at each of these locations. Based on this approach, the Project Site's sewer discharge could be sent to either sewer line (or split between both), and any of these scenarios would have adequate capacity to handle the additional sewer demand for the Project. For example, if 100% of the sewer discharge is sent to Bristol Parkway, it would still be sufficient, as well as if 100% was sent to Uplander Way, there would still be sufficient capacity.

Further, construction of the Project would include all necessary on and off -site sewer pipe improvements and connections to adequately link the Project to the existing City sewer system based on the City requirements. The necessary improvements would be verified through the permit approval process of obtaining a sewer capacity and connection permit from the City.

Therefore, based on the above, the Project would not require or result in the relocation or construction of new or expanded wastewater facilities, the construction or relocation of which could cause significant environmental effects. Thus, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-178 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Stormwater Drainage
Elevation on the Project site ranges from approximately 100 to 118 feet AMSL along Uplander Way, although the site has been graded to be relatively flat in the areas developed with the business park/office buildings and surface parking. The existing site gradient and stormwater runoff generally flows northerly/westerly for the northern half of the site and southerly/westerly for the southern half of the site .

The stormwater runoff from the Project Site is conveyed offsite to the gutter within the surrounding streets.

Once the stormwater runoff has left the Project Site and is in the public right-of-way, it is directed west and south via concrete gutters along either Hannum Avenue, Bristol Parkway or Uplander Way, respectively, until it enters the Culver City storm drain system through a curb opening and catch basins downstream.

As discussed in Section 3.9, Hydrology and Water Quality, the preliminary concept for the site drainage and stormwater treatment implements a drywell system, along with an underground detention tank system for added storage, that would treat and infiltrate storm runoff from the Project Site. The Project would include appropriate on-site drainage improvements to convey anticipated stormwater flows into the City’s municipal storm drain system. Final plan check by the City would ensure that adequate capacity is available in the storm drain system in surrounding streets prior to Project approval . The Applicant would be responsible for providing the necessary on-site storm drain infrastructure to serve the Project Site, as well as any connections to the existing system in the area. It is also acknowledged that there are no known deficiencies in the existing storm drain system.

Therefore, based on the above, the Project would not require or result in the relocation or construction of new or expanded stormwater drainage facilities, the construction or relocation of which could cause significant environmental effects. Thus, impacts associated with on -site stormwater drainage facilities would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Electric Power
Construction activities at the Project Site would require limited and minor quantities of electricity for watering, lighting, power tools and other support equipment. Heavy construction equipment would likely be powered with diesel fuel. Additionally, the temporary construction electricity usage would be offset by the reduction in the existing electricity usage at the Project Site from the removal of the existing buildings. As existing power lines are located in the vicinity of the Project Site, temporary power poles would be installed to provide electricity during Project construction. Additionally, the Applicant would be required to coordinate electrical infrastructure removals or relocations with SCE and comply with site-specific requirements set forth by SCE, which would ensure that service disruptions and potential impacts associated with grading, construction, and development within SCE easements are minimized. Thus, existing off-site infrastructure would not have to be expanded or newly developed to provide electrical service to the Project Site during construction or demolition. Electricity demand during project construction would be a fraction of the Project’s net annual operational electricity consumption, which would be within the supply and infrastructure capabilities of SCE. Therefore, construction of the Project would not result in an increase in demand for electricity that exceeds available supply or distribution infrastructure capabilities that could result in the construction of new energy facilities or expansion of existing facilities, the construction of which could cause significant environmental effects. Likewise, construction of the Project is not anticipated to adversely affect the electric power facilities serving the surrounding uses or utility system capacity and would not require the construction of new energy facilities or the expansion of existing faciliti es, the construction of which could cause significant environmental effects.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-179 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Regarding Project operations, as reported above in Table 10, Summary of Annual Net New Energy Use During Project Operation, the Project’s annual operational electricity usage would be approximately 12,344 MWh.

The Project-related increase in annual electricity consumption would represent 0.012 percent of SCE’s total energy sales. Given the miniscule increase in electrical demand to SCE’s distribution network, SCE’s facilities would be able to meet the Project’s demand. As such, the Project’s operational electricity services and supply and infrastructure impacts would be less than significant and would not require the construction of new electric facilities or the expansion of existing facilities, the construction of which could cau se significant environmental effects, consistent with the scope of impacts analyzed in the Certified PEIR.

Natural Gas
Construction activities, including the construction of new buildings and hardscape, typically do not involve the consumption of natural gas. Accordingly, as discussed in Section 3.5, Energy, natural gas is not expected to be supplied to support Project construction activities; thus, there would be no expected demand generated by construction.

Given that the Project Site is located in an area already served by existing natural gas infrastructure, it is anticipated that the Project would not require extensive off -site infrastructure improvements to serve the Project Site. Construction impacts associated with the installation of natural gas connections are expected to be confined to grading/trenching activities in order to place the lines below surface. In addition, prior to ground disturbance, Project contractors would notify and coordinate with SoCalGas to identify the locations and depth of all existing gas lines to avoid disruption of gas service to other properties. Therefore, construction of the Project would not result in an increase in demand for, or an interruption in the delivery of, natural gas that would affect available supply or distribution infrastructure capabilities, and it would not result in the construction of new energy facilities or expansion of existing facilities. As discussed in Section

3.5, Energy, natural gas is not expected to be needed during construction of the Project.

Therefore, the construction of the Project is not anticipated to adversely affect the natural gas facilities serving the surrounding uses or utility system capacity and would not require the construction of new energy facilities or the expansion of existin g facilities, the construction of which could cause significant environmental effects. Thus, construction impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

As reported in Table 10, operation of the Project would use approximately 17,181,557 cf of natural gas per year. The SoCal Gas 2024 California Gas Report estimates that natural gas supplies within SoCalGas’ planning area will be 754,090 million cf in 2031.
78 Thus, the Project’s annual use of 17.182 million cf of natural gas in year 2031 would account for approximately 0.002 percent of the 203 1 forecasted annual consumption in SoCalGas’ planning area. Therefore, the Project would fall within SoCalGas’ projected consumption for the area and would be consistent with SoCalGas’ anticipated regional demand from population or economic growth. Given the incremental increase in natural gas demand to SoCal Gas’s distribution network, SoCal Gas’s facilities would be able to meet the Project’s demand, and the Project’s operational natural gas ser vices and supply and infrastructure impacts would be less than significant and would not require the construction of new natural gas facilities or the expansion of existing facilities, the

78 California Gas and Electric Utilities, 2024 California Gas Report, https://www.socalgas.com/sites/default/files/2024-08/2024- California-Gas-Report-Final.pdf.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-180 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

construction of which could cause significant environmental effects, consistent with the scope of impacts analyzed in the Certified PEIR.

Telecommunications
The Project Site is located in a developed and urbanized area that is served by existing telecommunication services. The Project would include the installation of new underground telecommunication lines (for internet, telephone, and other services), as needed, to serve the residential and commercial uses proposed on the Project Site. Construction impacts associated with the installation of new telecommunication infrastructure would primarily involve trenching in order to place the lines below ground surface . When considering impacts resulting from the installation of any required telecommunications infrastructure, all impacts are of a relatively short duration and would cease to occur when installation is complete. Installation of new telecommunications infrastructure if needed is expected to be limited to on-site telecommunications distribution and minor off -site work associated with connections to the broader infrastructure system. As telecommunication providers already deliver their services to the Project Site and to homes and businesses in the vicinity of the Project Site, it is anticipated that existing telecommunications facilities would be sufficient to support the Project’s needs for telecommunication services. As such, no substantial upgrades to off-site telecommunications facilities are anticipated. Therefore, the Project would not require or result in the relocation or construction of new or expanded telecommunication facilities, the construction or relocation of which could cause significant enviro nmental effects. Thus, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Furthermore, all new development would be subject to water conservation standards contained in the CALGreen Code. Compliance with current CALGreen requirements would ensure that future development allowed under the General Plan 2045 and Zoning Code Update would establish water conservation features. In addition, future development will be required to comply with Chapter 5.03 of the City’s Municipal Code, the City’s Water Conservation Plan, and General Plan 2045 policies aimed at reducing water demand over time. In the event of a water shortage, GSWC and LADWP will rely on their Water Shortage Contingency Plans (WSCPs), which are to be engaged in the case of a water shortage event, such as a drought or supply interruption.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-181 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Therefore, given that (1) Metropolitan, who supplies much of the GSWC and LADWP water, will continue to improve regional water supplies though its Integrated Water Resources Plan (IRP) planning process and its 26-member agencies will continue to improve local water supplies; (2) the GSWC and LADWP have the ability to implement a WSCP in the case of supply shortages, which had demonstrated effectiveness during the historic 2013–2017 drought; and (3) the increasing efficiency and drought planning requirements from the State, sufficient water supply is estimated to be available within the region , including by GSWC and LADWP, to meet all future demands within the Culver City service area. Based on the above, there would be sufficient water supplies available to serve the reasonably foreseeable future developm ent associated with the General Plan 2045 and Zoning Code Update during normal, dry and multiple dry years. Thus, impacts regarding water supply are less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to water supply, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Construction
As stated under Threshold a), some water would be required for Project construction activities, such as dust control, cleaning of equipment, excavation/export, removal and re-compaction, and other related activities.

However, construction activities would be intermittent, and the demand for water consumption during construction would be temporary and limited to just the duration of construction. It is therefore expected that Project construction activities would generate minimal potable water demand, which could be met with existing water supplies provided by GSWC.

As analyzed below under operational impacts, sufficient water supplies exist to meet the Project’s projected operational water demand, in addition to the existing and planned future demands for normal, single-dry, and multiple-dry years on GSWC water supplies. Given that Project construction would require a nominal amount of water compared to Project operation, the Project’s intermittent construction-related water demand would also be able to be met by GSWC’s available water supplies. For these reasons, adequate water supplies would be available from existing entitlements and resources for Project construction activities.

Therefore, and impacts on water supply during construction would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Operation
Project Water Demand
Estimated domestic water demand for the Project is shown in Table 33, Project’s Estimated Annual Water Consumption, which shows the net increase in potable water that would be required for the Project. As shown in Table 33, the net annual water demand for the Project would be 237 AFY (see Appendix M, Water Supply Assessment, of this document ). As discussed in the following section, existing water supplies are sufficient to handle this net increase.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-182 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

TABLE 33
PROJECT’S ESTIMATED ANNUAL WATER CONSUMPTION
Proposed Use Units Water Demand Rate
Total Water Demand at
Buildout (AFY)b
Residential 1,077 du 173 gpd/du 209
Food Services 5,772 sf 1.1 gpd/sf 7.2
Lobby 8,970 0.33 gpd/sq ft 3.3
Fitness Center 6,070 0.33 gpd/sq ft 2.3
Other Amenity 25,325 0.33 gpd/sq ft 9.5
Covered Parking 532,661 0.020 gal/sq ft/cleaning 0.39
Community Pools 1,750 a 0.15
Irrigated Landscaping 48,647 a 2.3
Distribution System Losses -- a 12
Total Proposed Water Demand 246.14
Existing Site Demand a -9.4
Total Net Water Demand 237
NOTES: gpd = gallons per day; sf = square feet; AFY = acre-feet per year; du = dwelling unit. a. See Appendix M of this document for details
b. Totals may not sum due to rounding.

SOURCE: EKI, Water Supply Assessment, 2024 (Appendix M of this document), Table 1.

Golden State Water Company Water Supplies
Water purchased from WBMWD constitutes the primary source of supply for the GSWC Culver City service area and is expected to be the sole source of supply within the 2045 planning horizon. As indicated in the WSA, the Project’s commercial and landscaping demands and associated water distribution losses are within the projected water demand growth that form s the basis of GSWC’s demand projections in the adopted GSWC Culver City 2020 UWMP, while the multi -family residential and corresponding distributional loss demands are additive to the 2020 UWMP projections.

The WBMWD 2020 UWMP states that it will be able to serve 100% of projected demands in normal, single-dry and multiple -dry years. Because of this, GSWC expects that under all hydrologic conditions , purchased water supplies will fully meet future purchased water demands included in the GSWC 2020 UWMP. Additionally, GSWC has confirmed that is has the ability to purchase additional water from WBMWD to meet the additive demands of the Project associated with the multi-family residential use and corresponding distributional water loss. Therefore, the available supplies to the GSWC Culver City service area are considered to be equal to GSWC 2020 UWMP demands plus the additive demands of the Project under all conditions (i.e., current and projected, and for normal, single dry, and multiple dry years, including a five-year drought period). The total projected potable supplies , inclusive of the Project, for the GSWC Culver City service area for normal, single dry, and multiple dry years are presented in Table 34, Projected Normal Year Water Supply and Demand for Culver City Service Area , Table 35, Single Dry Year Water Supply and Demand for Culver City Service Area , and Table 36, Multiple (Five) Consecutive Dry Years Water Supply and Demand through 2045 for Culver City Service Area, respectively.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-183 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

TABLE 34

PROJECTED NORMAL YEAR WATER SUPPLY AND DEMAND FOR CULVER CITY SERVICE AREA 2025 2030 2035 2040 2045
Normal Year Supply 5,002 5,254 5,485 5,579 5,680
Normal Year Demand (inclusive of Project) 5,002 5,254 5,485 5,579 5,680 Difference 0 0 0 0 0
NOTE: All values in acre-feet.

SOURCE: EKI, Water Supply Assessment, 2024 (Appendix M of this document), Table 6.

TABLE 35

SINGLE DRY YEAR WATER SUPPLY AND DEMAND FOR CULVER CITY SERVICE AREA 2025 2030 2035 2040 2045
Single Dry Year Supply 5,502 5,762 6,002 6,106 6,217
Single Dry Year Demand (inclusive of Project) 5,502 5,762 6,002 6,106 6,217 Difference 0 0 0 0 0
NOTE: All values in acre-feet.

SOURCE: EKI, Water Supply Assessment, 2024 (Appendix M of this document), Table 7.

TABLE 36
MULTIPLE (FIVE) CONSECUTIVE DRY YEARS WATER SUPPLY AND DEMAND THROUGH 2045 FOR

CULVER CITY SERVICE AREA
Year 2025 2030 2035 2040 2045
1 Dry Year Supply 5,502 5,762 6,002 6,106 6,217
Dry Year Demand 5,502 5,762 6,002 6,106 6,217
Difference 0 0 0 0 0
2 Dry Year Supply 5,520 5,781 6,022 6,127 6,217
Dry Year Demand 5,520 5,781 6,022 6,127 6,217
Difference 0 0 0 0 0
3 Dry Year Supply 5,538 5,801 6,043 6,149 6,217
Dry Year Demand 5,538 5,801 6,043 6,149 6,217
Difference 0 0 0 0 0
4 Dry Year Supply 5,557 5,820 6,064 6,172 6,217
Dry Year Demand 5,557 5,820 6,064 6,172 6,217
Difference 0 0 0 0 0
5 Dry Year Supply 5,575 5,840 6,085 6,194 6,217
Dry Year Demand 5,575 5,840 6,085 6,194 6,217
Difference 0 0 0 0 0
NOTE:

1. All values in acre-feet.

2. All Dry Demands are inclusive of the Project.

SOURCE: EKI, Water Supply Assessment, 2024 (Appendix M of this document), Table 8.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-184 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

In addition, GSWC, due to new requirements by the State, is currently required to continue to increase water efficiency in its service area into the future. GSWC has demonstrated effectiveness in reducing demand during recent water shortage conditions through implementation of its WSCP and would be expected to rely on its WSCP to meet any potential water shortages or regulatory-required cutbacks.

The WSCP requires water response actions to six water shortage stages, which correspond to progressively severe water shortage conditions (up to 10 percent, 20 percent, 30 percent, 40 percent, 50 percent, and greater than 50 percent shortage) as compared t o the normal reliability condition. The following six (6) Stages list the shortage response actions:
• Stage 1 (0 to 10% shortage) – Stage 1 is a “Water Alert,” where voluntary conservation is encouraged. • Stage 2 (10% to 20% shortage) – Stage 2 is a “Moderate Shortage” and will be implemented if the Stage 1 restrictions are deemed insufficient to achieve necessary demand reductions due to water supply shortages.
• Stage 3 (20% to 30% shortage) – Stage 3 is a “Severe Shortage” that requires water allocations and mandatory conservation.
• Stage 4 (30% to 40% shortage) – Stage 4 is a “Critical Shortage” that includes all steps taken in prior stages regarding allocations and mandatory conservation. • Stage 5 (40% to 50% shortage) – Stage 5 is a “Shortage Crisis” that includes all steps taken in prior stages regarding allotments and mandatory conservation. This stage will be implemented in the event that the source of supply is severely curtailed to the level that requires each customer to restrict their water use for only human health and safety purposes.
• Stage 6 (50% or greater shortage) – Stage 6 is an “Emergency Shortage” condition that includes all steps taken in prior stages regarding allotments and mandatory conservation.

Based on the above, given that (1) the projections inclusive of the Project do not identify supply shortfalls under any hydrologic conditions evaluated; (2) GSWC has the ability to implement a WSCP in the case of supply shortages and has demonstrated its effectiveness during recent droughts; and (3) the recent increasing efficiency and drought planning requirements from the State, sufficient water supply is estimated to be available to GSWC to meet all future demands within the GSWC Culver City service area and those associated with the Project.

Based on the above, there would be sufficient water supplies available to serve the Project and reasonably foreseeable future development during normal, dry and multiple dry years. Thus, w ater supply impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-185 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

c) Would the Project result in a determination by the wastewater treatment provider, which serves or may serve the Project that it has adequate capacity to serve the Project’s projected demand in addition to the provider’s existing commitments? Impact Determination in the Certified PEIR
As discussed in the Certified PEIR, f uture development under the General Plan 2045 and Zoning Code Update would result in an increase in the generation of wastewater and demand for wastewater treatment capacity. As the demand for wastewater treatment capacity increases, there may be a need to increase wastewater conveyance and treatment facilities, the constru ction of which could cause environmental impacts. However, no new major sewer upgrades are anticipated or proposed as part of the General Plan 2045. The Certified PEIR determined that new development in the City will be subject to sewer capacity considerations as part of the City review process. Improvements and upgrades to sewer lines are prioritized based on need. Development fees are collected from each project and used to fund the highest priority improvements. Additionally, the projected increase in wastewater flows associated with the anticipated growth will not exceed the treatment capacity at the HWRP or the JWPCP. Therefore, impacts related to wastewater would be less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to wastewater , nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
As indicated in the wastewater treatment capacity analysis in Threshold a), implementation of the Project would generate approximately 170,410 gpd (approximately 0.170 mgd) or a net peak demand of 352,819 gpd (0. 353 mgd) of wastewater. The HWRP and JWPCP have a remaining treatment capacity of approximately 175 mgd and 140 mgd, respectively. Given the current capacity of the HWRP or JWPCP, Project wastewater generation would account for a fraction of one percent increase in demand at the HWRP or JWPCP and there would be ample capacity to treat this increase. As such, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Construction waste will be required to be diverted from landfills in accordance with CCMC

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-186 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Section 15.02.1140. As required, a minimum of 75 percent of the nonhazardous construction and demolition debris from new development or redevelopment will be recycled and/or salvaged for reuse.

Additionally, the Certified PEIR found that there is adequate capacity in the serving inert landfills to accommodate the projected volume of waste that could occur.

For the solid waste that would be disposed of at landfills, the 10 Class III landfills in the county have a combined remaining capacity of approximately 142.67 million tons. The annual solid waste generated by future development (37,084 tons) would represent approximately 0.03 percent of the remaining capacity of these landfills. Over the life of the General Plan 2045, it is anticipated that 741,680 tons would be generated, which is 0.5 percent of the remaining capacity. Therefore, the remaining capacity wo uld be sufficient to accommodate the solid waste generated by future development that would occur from the implementation of the General Plan 2045 and Zoning Code Update. In addition, all future development projects proposed in the City will be required to comply with applicable federal, state, and local statutes and regulations related to solid waste that are intended to reduce the disposal of waste in landfills.

Therefore, the Certified PIER determined that the General Plan 2045 and Zoning Code Update will not generate solid waste in excess of state or local standards, or generate waste in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals. Thus, impacts would be less than significant.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts to waste generation , nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Culver City’s Public Works Environmental Programs and Operations Division collects municipal solid waste, which includes trash, recycling, organics, and construction and demolition debris from both the commercial and residential sectors. Both recyclables and organics are hauled to private processing facilities to recycle or compost material. Solid waste is disposed of in either a County or non-County landfill. Culver City operates a transfer station, but does not own or operate any landfill, recycling or composting facilities..

Construction of the Project would result in generation of construction and demolition debris such as metal scrap, lumber, and concrete, which will be collected and diverted to a construction and demolition debris facility for materials to be recycled and/or discarded. It is anticipated that a large amount of the construction debris would be recycled. Residual wastes, such as trash packing materials and plastics, could require disposal at landfill. Disposal and recycling of the construction debris would be r equired to comply with all federal, State, and local regulations. Culver City’s standard conditions of approval specifically require the following:
“Reasonable efforts shall be used to reuse and recycle construction and demolition debris, to use environmentally friendly materials, and to provide energy efficient buildings, equipment and systems. A Demolition Debris Recycling Plan that indicates where select demolition debris is to be sent shall be provided to the Building Official prior to the

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-187 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

issuance of a demolition permit. The Plan shall list the material to be recycled and the name, address, and phone number of the facility or organization accepting the materials.” In addition, the Project would comply with Title 5: Public Works, Chapter 5.01: Solid Waste Management, of the CCMC (as required by Culver City’s conditions of approval). According to the CCMC, the Project applicant would submit a construction and demolition recycling and waste assessment plan prior to issuance of the permit. Monthly reports would be submitted throughout the construction of the Project. Further, summary reports with documentation would be submitted prior to final inspection. Therefore, the Project would not cause any significant impacts from conflicting with statutes or regulations related to solid waste during construction.

The remaining disposal capacity for the County’s Class III landfills was estimated at approximately 137 million tons as of December 2022, the most recent data available. 79 In addition to in-County landfills,
out-of-County disposal facilities may also be available to the City. Aggressive waste reduction and diversion programs on a Countywide level have helped reduce disposal levels at the County’s landfills, and based on the Los Angeles County Integrated Waste Management Plan (ColWMP), the County anticipates that future Class III disposal needs can be adequately met through 2034 through a number of strategies that would be carried out in coming years. Such strategies include the following: (1) maximize waste reduction and recycling; (2) expand existing landfills; (3) study, promote, and develop alternative technologies; (4) expand transfer and processing infrastructure; and (5) promote out-of-county disposal (including waste-by- rail). It should also be noted that with annual reviews of demand and capacity in each subsequent Annual Report, the 15 -year planning horizon provides sufficient lead time for the County to address any future shortfalls in landfill capacity.

As illustrated in Table 37, Projected Solid Waste Generated During Operation, and based on solid waste generation factors from the California Department of Resources and Recycling and Recovery (CalRecycle), the Project could generate a net total of approximately 3,573 lbs/day of solid waste or 1.78 tons per day (tpd) or 651 tons per year (tpy). The annual amount of solid waste generated by the Project would represent an incremental fraction of a percent of the estimated 137 million tons of remaining disposa l capacity for the County’s Class III landfills. Based on the above, the solid waste generated by the Project could be accommodated by the County’s available regional landfills. Based on the above, the solid waste generated by the Project could be accommodated by the County’s available regional landfills.

CalRecycle is the California State Agency that promotes the importance of reducing waste and oversees California’s waste management and recycling efforts. CalRecycle has issued jurisdiction waste diversion rate targets equivalent to 50 percent of the waste stream, as expressed in pounds per person per day. Thus, it is important to note that the estimate of solid waste generated by the Project is conservative, in that the amount of solid waste that would need to be landfilled would likely be less than this f orecast based on the City’s implementation of solid waste diversion targets.

79 County of Los Angeles Department of Public Works, Countywide Integrated Waste Management Plan – 2021 Annual Report, December 2022, page 59.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-188 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

TABLE 37

PROJECTED SOLID WASTE GENERATED DURING OPERATION
Land Uses Quantity Factora
Solid Waste
Generated
(lbs/day)
Solid Waste
Generated
(tons/day)
Solid Waste
Generated
(tons/year)
Existing Land Uses
Office 146,414 sf 6 lbs/1,000 sf/day 879 0.44 160
Proposed Land Uses
Residential 1,077 du 4 lbs/du/day 4,308 2.15 785
Commercial 5,772 sf 2.5 lbs/100 sf/day 144 0.072 26
Total 4,452 2.22 811
Net Increase (Proposed - Existing) 3,573 1.78 651
sf = square feet; lbs. = pounds
a. Generation factors provided by the CalRecycle website, refer to Estimated Solid Waste Generation Rates, https://www2.calrecycle.ca.gov/WasteCharacterization/General/Rates. Accessed April 20, 2025.

SOURCE: ESA, 2025.

Based on the above, the Project would not cause any significant impacts from conflicting with statutes or regulations related to solid waste during construction or operation. Thus, impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required. e) Would the Project comply with federal, state, and local management and reduction statutes and regulations related to solid waste?
Impact Determination in the Certified PEIR
As indicated above, development and growth in the City will increase the generation of solid waste. In accordance with City requirements, future development allowed under the General Plan 2045 will be served with solid waste and recycling services provided by the City or its authorized agents (Municipal Code Section 5.01.01). Future development allowed under the General Plan 2045 will be required to comply with statewide and local requirements, including Assembly Bill 341 (adopted in 2011), Assembly Bill 939 (AB 939 or the Integrated Waste Management Act, adopted in 1989) , Senate Bill 1016 (adopted in 2008), and Senate Bill 1383 (adopted in 2016), which require waste reduction, recycling, and diversion. In addition, projects will be required to be consistent with policies in the General Plan 2045 and applicable requirements in the Zoning Code Update related to solid waste. Therefore, future development allowed under the General Plan 2045 will comply with federal, state, and local management and reduction statutes and regulations related to solid waste, and impacts would be less than significant.

I I
I I

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-189 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to compliance with federal, state, and local management and reduction statutes and regulations related to solid waste, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
All local governments, including the City, are required under AB 939 and PRC Division 30, which regulates waste management, to develop source reduction, reuse, recycling, and composting programs to reduce tonnage of solid waste going to landfills. Cities must divert at least 50 percent of their solid waste generation into recycling. If the local jurisdiction’s solid waste exceeds the target, the local jurisdiction would be required to pay fines or penalties from the State for not complying with AB 939. The waste generated by the Project would be incorporated into the City’s waste stream, and diversion rates would not be substantially altered. The Project does not include any component that would conflict with state laws governing construction or operational solid waste diversion and would comply pursuant to local implementation requirements. Impacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Conclusion
Based on the above, the Project’s potential environmental impacts with regard to utilities and service systems would be within the scope of the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-190 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.19 Wildfire
Thresholds (and Supporting Information Sources):

Impact
Determination
in the
Certified PEIR
Does the
Project Involve
New Significant
Impacts or
Substantially
More Severe
Impacts?
Impact
Determination
for the Project
Certified
PEIR’s
Mitigation
Measures
Addressing
Impact
Wildfire: If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the Project:

(a) Substantially impair an adopted emergency response plan or emergency evacuation plan?
Less than
Significant No Less than
Significant N/A
(b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose Project occupants to, pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire?
Less than
Significant No Less than
Significant N/A
(c) Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines, or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment?
Less than
Significant
No Less than
Significant N/A
(d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? Less than
Significant No Less than
Significant N/A

a) Would the Project substantially impair an adopted emergency response plan or emergency evacuation plan?
Impact Determination in the Certified PEIR
The Certified PEIR determined that continued growth and development associated with implementation of the General Plan 2045 and Zoning Code Update could have the potential to interfere with an adopted emergency response or evacuation plan if the emergency response services and/or evacuation routes were to become overburdened by the increase in residents or intensity of new development. However, evacuation routes in the City have been designed to accommodate future development through the General Plan’s horizon year (2045). In the event of an evacuation, major freeways including I -10 and I-405 will be used as the main evacuation routes outside of the City. The City’s Multi-Jurisdictional Hazard Mitigation Plan (MJHMP) also provides a strategy for reducing the City's vulnerability to the impacts of natural hazard events such as earthquakes, flood, and wildfire. In addition to the City’s emergency response systems, the Los Angeles County Operational Area Emergency Respon se Plan provides the framework for responding to major emergencies or disasters. New development associated with implementation of the General Plan 2045 will be reviewed and approved by CCFD for compliance with applicable Fire Code requirements that pertain to emergency access during the development review process. Therefore, compliance with local and regional emergency response, evacuation plans, building regulations and requirements established in the CMCC, as well as consistency with applicable General Plan policies, will ensure that the General Plan 2045 and Zoning Code Update will not impede an adopted emergency or evacuation plan. Thus, impacts would be less than significant.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-191 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to an emergency response plan or emergency evacuation plan, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Project Site is not located in an area of moderate or very high fire hazard.80 The Project would include the redevelopment of an infill site within an urbanized area. Additionally, during construction, access to the surrounding streets would be maintained and any temporary lane closures or encroachments into the right- of-way would be approved by the City. Refer also to Sections 3.14, Public Services , and 3.16, Transportation, for additional analysis showing that the Project will not have a significant impact on the provision of fire or police services or traffic around the Project Site, which further shows that the Project will not hinder the implementation of an emerg ency response plan or an emergency evacuation plan. As such, impacts are less than significant and within the scope of the impacts analyzed in the Certified PEIR.

Compliance with CFC, CBC, and consistency with General Plan 2045 policies, as well as review by CCFD of all new structures and private and public improvements, will ensure that fire risks are not exacerbated.

Therefore, the Certified PEIR determined that the General Plan 2045 and Zoning Code Update would result in a less than significant impact related to exacerbating wildfire risk.

80 City of Culver City, Information Technology Department, Hazard Mitigation Plan, Exhibit 4-7, Fire Hazards Area. Source data from Cal FIRE 2022.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-192 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to exacerbating wildfire risk, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Project Site is not located in an area of moderate or very high fire hazard. 81 The nearest very high fire hazard severity zone is located in Baldwin Hills, extending down into Holy Cross Cemetery, approximately

0.3 miles north of the Project Site. In addition, the Project Site is not located in or near a State Responsibility Area.82 The Project would include the redevelopment of an infill site within an urbanized area. As such, the Project would not require the installation or maintenance of associated infrastructure that could exacerbate fire risk and would not result in impacts related to emergency response or emergency evacuation plans.

Therefore, impacts related to wildfires would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required . Since, as discussed above, the Project does not involve new significant impacts or substantially more severe impacts, no new or additional mitigation measures are needed.
c) Would the Project require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines, or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? Impact Determination in the Certified PEIR
The Certified PEIR determined that the City is generally built- out and existing structures have been built in accordance with fire prevention and protection measures required by the CFC and CBC. Future development allowed under the General Plan 2045, including private and public improvements throughout the City, will generally occur in urban and developed areas that contain existing defensible space, roadways, fuel breaks, water sources, power lines, and other utilities. Additionally, the City will review f uture development applications for compliance with the relevant policies in the General Plan 2045. Furthermore, CCFD or Los Angeles County Fire Department ( LACFD) will review the development plans for any City utilities or fire prevention and protection equipment, such as the installation and maintenance of fire access roadways, access walkways to and around buildings, and hydrant quantity and placement, to ensure compliance with the CFC and CBC. Therefore, the General Plan 2045 and Zoning Code Update results in a less than significant impact related to the installation or maintenance of associated infrastructure that could exacerbate fire risk or result in temporary or ongoing impacts to the environment.

81 City of Culver City, Information Technology Department, Hazard Mitigation Plan, Exhibit 4-7, Fire Hazards Area. Source data from Cal FIRE 2022.
82 California Board of Forestry and Fire Prevention, State Responsibility Area Viewer, https://calfire- forestry.maps.arcgis.com/apps/webappviewer/index.html?id=468717e399fa4238ad86861638765ce1. Accessed May 1, 2025.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-193 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to the installation or maintenance of associated infrastructure that could exacerbate fire risk or result in temporary or ongoing impacts to the environment, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Project will not require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines, or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impact s to the environment. The Project is a mixed -use residential and commercial development on an infill site in a built-out area, and it will not involve any uses that would be considered particularly hazardous (like an industrial or energy use). Additionally , as discussed above, the Project Site is well served by existing roadways and utilities , and no significant changes to the existing infrastructure are anticipated to be needed on account of the Project. As such, the Project’s impacts are less than significant and within the scope of those analyzed in the Certified PEIR.

Certified PEIR’s Mitigation Measures Addressing Impact
The Certified PEIR determined that no mitigation measures would be required . Since, as discussed above, the Project does not involve new significant impacts or substantially more severe impacts, no new or additional mitigation measures are needed.
d) Would the Project expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post -fire slope instability, or drainage changes?
Impact Determination in the Certified PEIR
The eastern portion of the City, including the Culver Crest and Blair Hills neighborhoods and areas within the IOF, is designated as a VHFHSZ and is adjacent to land designated as a VHFHSZ outside of the Planning Area. The Blair Hills (located near the Bal dwin Hills) and Culver Crest neighborhoods contain sloping hillsides that are susceptible to landslides and flooding after fire has removed protective vegetative cover. Future development allowed under the General Plan 2045 and Zoning Code Update will be required to comply with all applicable requirements related to soil instability and water quality, including the regulations of the CCMC and policies in the General Plan 2045 regarding development on unstable geologic soils and controlling stormwater runoff during and after construction. The General Plan 2045 contains specific policies related to the prevention of flooding, landslides, and drainage changes, including policies that require ensuring prudent development and redevelopment within areas with high landslide potential during environmental and development review processes. Combined with the continued implementation of the City’s MJHMP, as well as review of development plans by CCFD, these policies provide additional proactive measures to refine and en hance the resiliency of the area, as well as strengthening the City’s review of new applications for development to ensure that the General Plan 2045 and Zoning Code Update will not expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes. As such, impacts would be less than significant.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-194 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to exposing people or structures to significant risks as a result of runoff, post-fire slope instability, or drainage changes, nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
The Project would not expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post -fire slope instability, or drainage changes. As discussed above under Thresholds a) and b), the Project Site is not located in an area of moderate or very high fire hazard or within a State Responsibility Area . Additionally, the Project Site and the surrounding area is largely flat. See also Section 3.9, Hydrology and Water Quality, for the determination that the Project will improve on-site groundwater recharge and will reduce offsite runoff. As such, i mpacts would be less than significant and within the scope of impacts analyzed in the Certified PEIR.

Conclusion
Based on the above, the Project’s potential environmental impacts with regard to wildfire would be within the scope of the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-195 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.20 Cumulative Impacts
Impact Determination in the Certified PEIR
The Certified PEIR determined that the General Plan 2045 and Zoning Code Update would result in significant unavoidable impacts associated with air quality, cultural resources (historical resources), noise, and transportation (VMT) . In addition, the Certified PEIR determined that the General Plan 2045 and Zoning Code Update ’s contribution to cumulative air quality (criteria pollutants) impacts would be cumulatively considerable. Additional cumulatively considerable impacts were identified for the General Plan 2045 and the Zoning Code Update ’s contribution to historic resources impacts, construction and operational noise and vibration impacts. Mitigation measures identified in the Certified PEIR would reduce some of these impacts, but not to less than significant levels.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant cumulative impacts, nor would it result in a substantial increase in a previously identified significant cumulative impact as analyzed in the Certified PEIR.

Impact Determination for Project
As defined in Section 15355 of the CEQA Guidelines, cumulative impacts refer to two or more individual effects, which, when considered together, are considerable or which compound or increase other environmental impacts.

As evaluated above, all of the Project’s potential environmental impacts would have no impact, a less than significant or a less than significant with mitigation. The Project’s incremental contribution to air quality, noise/vibration and transportation (VMT) impacts would not be cumulatively considerable as the Project’s impacts regarding these environmental topics would be less than significant or less than significant with incorporation of the mitigation measures included in the Certified PEIR and Project-specific mitigation measures, where applicable.

Additionally, the General Plan 2045 guides development within the Planning Area through the year 2045.

Through the General Plan 2045, the City monitors growth and evaluates proposed development within the Planning Area. Through this review process, the City ensures that development within the Planning Area is consistent with the permitted uses and anticipated growth in this area. As analyzed above in Section 3.13, Population and Housing, the Project would be within the growth projections established by the City’s General Plan 2045 , which, in combination with impacts from projected growth throughout the whole of Los Angeles County and the surrounding region, as forecasted in the adopted SCAG regional projections, is the basis for the Certified PEIR’s cumulative analyses.

Overall, in each of the analyses provided above, impacts associated with the Project would be within the scope of impacts evaluated in the Certified PEIR, and as such, the Project’s contribution to potential cumulative impacts would remain unchanged from t hose previously evaluated. Accordingly, the Project would not result in any new significant cumulative impacts, nor would it substantially increase the severity of any significant cumulative impacts previously identified in the Certified PEIR.

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-196 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

Certified PEIR’s Mitigation Measures Addressing Impact
As indicated above, the General Plan 2045 and Zoning Code Update would implement the mitigation measures set forth in the Certified PEIR, as applicable. As discussed above, the Project will implement the applicable Certified PEIR mitigation measures and it will implement additional Project-specific mitigation measures. This will ensure that the Project’s impacts will be reduced to the maximum extent possible, thus reducing the Project’s contribution to cumulative impacts.

Conclusion
Based on the above, the Project is within the scope of the impacts analyzed in the Certified PEIR and would not result in any of the conditions set forth in PRC Section 21166(c) or CEQA Guidelines Sections 15162 or 15163 that would require the preparation of a Supplemental or Subsequent EIR.

3. Comparative Analysis of Project Impacts

5757 Uplander Project 3-197 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

3.21 Mandatory Findings of Significance
Thresholds (and Supporting Information Sources):

Impact
Determination
in the
Certified PEIR
Does the
Project Involve
New Significant
Impacts or
Substantially
More Severe
Impacts?
Impact
Determination
for the Project
Certified
PEIR’s
Mitigation
Measures
Addressing
Impact
(a) Does the project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory?
Less than
Significant
No Less than
Significant
N/A
(b) Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when view in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)?
Less than
Significant
No Less than
Significant
N/A
(c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
Less than
Significant No Less than
Significant N/A

a) Does the project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self -sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? b) Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when view in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
Impact Determination in the Certified PEIR
The environmental issues addressed in the Mandatory Findings of Significance were analyzed in a combination of the Initial Study and the Draft EIR of the Certified PEIR. As summarized above, the Certified PEIR determined that implementation of the General Plan 2045 and Zoning Code Update would result in significant and unavoidable impacts with respect to air quality, cultural resources (historical resources), noise, transportation (conflict with CEQA Guideline Section 15064.3, Subdivision (b)), and utilities and service systems (water supply). Mitigation measures identified in the Certified PEIR would reduce some of these impacts, but not to less than significant levels. As such, the significant impacts of the General Plan 2045 and Zoning Code Update would have the potential to degrade the quality of the environment, cause cumulatively considerable impacts, and result in environmental effects which would cause substantial adverse effects on human beings. However, despite these significant and unavoidable

3. Comparative Analysis of Project Impacts
5757 Uplander Project 3-198 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

impacts, the General Plan 2045 and Zoning Code Update was still proposed so that the City would have a comprehensive General Plan that focuses on particular issues and provides strategies for sustainable future growth, and because it would foster harmony between people and the environment through continued sustainability efforts in compliance with state requirements. The Certified PEIR also identified a number of benefits that the General Plan 2045 and Zoning Code Update would provide, including establishing a long-range vision, preserving environmental resources, and achieving compliance with state and regional policies.

Does the Project involve new significant impacts or substantially more severe impacts?
As discussed below, the Project would not create any new significant impacts related to the mandatory findings of significance nor would it result in a substantial increase in a previously identified significant impact as analyzed in the Certified PEIR.

Impact Determination for Project
Regarding Threshold a), as described in Section 3.3, Biological Resources, pursuant to Certified PEIR Mitigation Measure PEIR MM-BIO-2, a bird survey would be conducted for the Project Site. As determined above, with implementation of the prescribed mitigation measure, the Project would have a less than significant impact on biological resources and is within the scope of impacts analyzed in the Certified PEIR.

Regarding Threshold b), see Section 3.20, Cumulative Impacts. As detailed therein in each section, impacts associated with the Project would be within the scope of impacts evaluated in the Certified PEIR.

Accordingly, the Project would not result in any new significant cumulative impacts, nor would it substantially increase the severity of any significant cumulative impacts previously identified in the Certified PEIR.

Regarding Threshold c), all of the Project’s impacts would be less than significant in all resource areas analyzed above.

Certified PEIR’s Mitigation Measures Addressing Impact
As described above, the Project would implement the previously adopted mitigation measures set forth in the Certified PEIR, as applicable.

Project-Specific Mitigation Measures Addressing Impact
The Project would implement Project- specific supplemental mitigation measures related to air quality, archeological resources, paleontological resources, and construction noise, prescribed a result of conducting site-specific analyses as required by the applicable Certified PEIR mitigation measures.

5757 Uplander Project 4-1 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

CHAPTER 4
Conclusion
There is no basis to find the criteria in CEQA Guidelines Section 15162 have been met such that a major revision to the Certified PEIR is required. The analysis above in Section 3, Comparative Analysis of Project Impacts, shows the Project would not result in any new significant impacts or more severe significant impacts than those identified in the Certified PEIR given that the Project is within the scope of and is consistent with the forecasted development of the City’s General Plan 2045 and Zoning Code U pdate.

Additionally, there have been no changes to the City’s General Plan 2045 or Zoning Code Update since its adoption that resulted in or will foreseeably result in new significant impacts or more severe significant impacts. Based on the handful of projects that have been approved to date under the General Plan 2045 and Zoning Code Update , the number of residential dwelling units, residential floor area, and non -residential floor area anticipated for the City have not met the previously- assessed buildout assumptions in the Certified PEIR.

Moreover, there is no basis to find that there has been a change to the development associated under the General Plan 2045 and Zoning Code Update analyzed in the Certified PEIR such that there will be new or more severe significant impacts. Additionally, there have been no changes to the circumstances that would be expected to result in new or more severe significant impacts. Finally, there is no new information of substantial importance that was not known or could not have been known when the Certified PEI R was certified and the General Plan 2045 and Zoning Code Update Project was adopted.

As analyzed herein and demonstrated above, the Project is “within the scope” of the Certified PEIR pursuant to CEQA Guidelines Section 15168(c)(2), and no further environmental analysis is required.

4. Conclusion
5757 Uplander Project 4-2 City of Culver City
CEQA Guidelines Sections 15168(c) Clearance October 2025

This page intentionally left blank
Appendix A
Air Quality, Health Risk
Assessment, Greenhouse Gas
Emissions, and Energy Data

1-1 Assumptions
5757 Uplander/LINK Culver City Project
Assumptions last updated 4/2/2025
Site (acres) 8.34 Ac (Parcel 1: 3.27 Ac; Parcel 2: 2.38 Ac; Parcel 3: 2.69 Ac) Total Lot Area (sf) 363,199 square-foot
Location: 5757 Uplander Way
CEC Forecasting Climate Zone: 16
Utility: SCE
Operational Year: 2031
Total Project Land Use Type CalEEMod LandUse Subtype Amount Unit Building SF acreage Additional Notes Operational Water
usage 2035(AFY) gallons/year
Multi-Family Residential
Residential - Apartments Mid
Rise 1077 units 1,045,195 4.98
res lobby sf, fitness center,
and community room
subtracted 221 72,013,166
Commercial (retail)
Recreational - High Turnover
(Sit Down Restaurant) 5772 sf 5,772 0 7.2 2,346,131
Fitness Center Recreational - Health Club 6145 sf 6,145 0 2.3 749,459 Residential Lobby, community
rooms
Commercial - General Office
Building 49046 sf 49,046 0
subtracted lobby from the
residential sf and the
community rooms from the
open space 12.8 4,170,899Open Space Parking - Other non asphalt 146557 sf - 3.36 added, 48647 sf of irrigated
landscape from WSA 2.45 798,337
Parking Structure
Parking - Enclosed Parking w
Elevator 1304 spaces 532,661 0 305 bicycle spaces 0.39 127,083 1,785,376 8.34 distrubtion system losses
Energy Use -9.4 existing
Land Use ksf Electricity (kWh/1000sf/year) Electricity kWh/year 237 Total Water Demand Multi-Family Residential 1045.195 default -
Commercial (retail) 5.772 default -
Fitness Center 6.145 default -
Residential Lobby, community rooms 49.046 default -
Open Space 146.557 876 128,383.94
Parking Structure 532.661 default -
Source: Comprehensive plan set (12.16.24), Water Supply Assessment Project Land Uses
Parcel Land Use Type CalEEMod LandUse Subtype Amount Unit Building SF acreage Additional Notes Multi-Family Residential
Residential - Apartments Mid
Rise 382 units 383,673 2.14
res lobby sf, fitness center,
and community room
subtracted, residential
balconies sf added
Commercial (retail)
Recreational - High Turnover
(Sit Down Restaurant) 5772 sf 5,772 0
Fitness Center Recreational - Health Club 2120 sf 2,120 0 Residential Lobby, community
rooms
Commercial - General Office
Building 18228 sf 18,228 0
subtracted lobby from the
residential sf and the
community rooms from the
Open Space Parking - Other non asphalt 49320 sf - 1.13
Parking Structure
Parking - Enclosed Parking w
Elevator 481 spaces 183,173 0
Non-default Energy Use 642,286 3.27
Land Use ksf Electricity (kWh/1000sf/year) Electricity kWh/year Open Space 49 876 43,204.32
Construction Phase CalEEMod Phase Type Start Date End Date Workdays
(5-6 days/week)
Worker
Vehicles/Day
Workers Trips
(In/Out)/Day Vendor Vehicles/Day
Vendor Trips
(In/Out)/Day
Total Debris or
Concrete Amount
Daily Debris or
Concrete Amount
Total Haul (or
Concrete) Trips
(In/Out)
Total Haul (or
Concrete)
Trucks/Day
Haul (or
Concrete)
Trips/Day
(In/Out) Days of Hauling
Demolition Demolition 1/1/2027 3/31/2027 64 8 16 2 4 16,555 368 828 9 18 45 Excavation Grading 4/1/2027 6/30/2027 65 14 28 2 4 115,000 1826 5,750 46 92 63 Subterranean Work/Concrete StructureBuilding Construction 7/1/2027 12/31/2027 132 181 362 38 76 9,650 460 1,930 46 92 21 Framing/Building Enclosure Building Construction 1/1/2028 6/30/2028 156 181 362 38 76 - - - - - - Finishes Architectural Coating 7/1/2028 3/31/2029 235 73 146 - - - - - - - - Paving/Site Work Paving 12/1/2028 3/31/2029 86 10 20 - - - - - - - - Total Work Days 738
Notes:

Construction schedule specified by Construction Data Sheet Worker and vendor are CalEEMod defaults based on land use numbers Demolition Quantities Shoring/Excavation Quantities Concrete Structure Quantities Total Amount Notes/Comments Parameters Amount Foundations Amount Building Waste Volume (CY)1 15,250 Specified in Data Needs Sheet Excavation Volume
(Import) (CY) 0 Site Area (acres)2 -
Building Waste weight (tons)1 18,300
Material(Export)
(CY) 115,000
Specified in Data
Needs Sheet Site Area (ft2) -
Hardscape
Haul Truck Capacity
(CY) 40
Specified in Data
Needs Sheet Footing Depth (ft)6 -
Hardscape Area (ft2) 70,496 Comprehensive plan set page 125 Total Haul Trucks
Required 2,875
Total Concrete Volume
(CY)1 9,650
Specified in Data
Needs Sheet
Thickness (ft) 0.500 Roadside Management Toolbox: Asphalt Concrete | Caltrans Total Haul Truck
Trips (In/Out) 5,750
Concrete Truck
Capacity (CY) 10
Specified in Data
Needs Sheet
Hardscape Debris Volume (CY) 1,305 Days of Hauling 63
Specified in Data
Needs Sheet
Total Concrete Trucks
Required1 965
Debris weight (lb):Volume (CY)2 2400 Trucks per day 46
Total Concrete Truck
Trips (In/Out) 1,930
Hardscape Debris Weight (tons) 1,567
Max Haul Truck
Trips (In/Out) per 92
Days of Concrete
Delivery 21
Specified in Data
Needs Sheet
Total Debris Weight (tons) 19,867
Max Concrete Trucks
(In/Out) per Day 1 46
Specified in Data
Needs Sheet
Total Demolition Debris (CY) 16,555
Max Concrete Truck Trips
(In/Out) per Day 92
Haul Truck Capacity (CY) 40 Specified in Data Needs Sheet Total Haul Trucks Required 414
Total Haul Truck Trips (In/Out) 828
Days of Hauling 45 Specified in Data Needs Sheet
Total Haul Truck Trips (In/Out)
per day 18
Notes:
1 Data needs sheet were used to complete this information 2 Round trip to disposal site is 52 miles specified by Construction data needs sheet 3 11 mile roundtrip distance rounded up from 10.4 miles roundtrip for concrete/paving trips, specified in Data needs 4 Haul truck route provided by CMP/confirmed by client is: To site: Sepulveda -> Slauson->Bristol Parkway -> Uplander Way (access parcels). From Site: Uplander Way -> Hannum/Buckingham Parkway->Slauson Ave.

Total
1 I
5757 Uplander/LINK Culver City Project
Project Land Uses
Parcel Land Use Type
CalEEMod
LandUse Subtype Amount Unit Building SF acreage
Additional
Notes
Multi-Family Residential
Residential -
Apartments Mid Rise 349 units 336,171 1.269
fitness center,
and community
room subtracted,
residential
balconies sf
Fitness Center
Recreational - Health
Club 1375 sf 1,375 0
Residential Lobby and community
rooms
Commercial -
General Office
Building 11671 sf 11,671 0
res lobby and
community
room sf
Open Space
Parking - Other non
asphalt 48401 sf - 1.111
Parking Structure
Parking - Enclosed
Parking w Elevator 414 spaces 182,286 0

2.38 Construction Phase CalEEMod Phase Type Start Date End Date Workdays
(5-6
days/week) Worker Vehicles/Day
Workers Trips
(In/Out)/Day
Vendor/Materi
al
Vehicles/Day
Vendor
Trips
(In/Out)/D
ay
Total Debris or
Concrete Amount
Daily Debris or
Concrete
Amount
Total Haul (or
Concrete) Trips
(In/Out)
Total Haul
(or
Concrete)
Trucks/Day
Haul (or
Concrete)
Trips/Day
(In/Out) Days of Hauling
Demolition Demolition 4/1/2028 6/30/2028 65 8 16 2 4 3,272 219 164 6 12 15 Grading/ExcavationGrading 7/1/2028 9/30/2028 65 14 28 2 4 49,000 1815 2,450 46 92 27 Subterranean Work/Concrete StructureBuilding Construction 10/1/2028 3/31/2029 130 167 334 35 70 5,351 487 1,072 50 100 11 Framing/Building EnclosureBuilding Construction 4/1/2029 9/30/2029 156 167 334 35 70 - - - - - - Finishes Architectural Coating 10/1/2029 6/30/2030 234 67 134 0 0 - - - - - - Paving/Site Work Paving 3/1/2030 6/30/2030 86 10 20 0 0 - - - - - - Total Work Days 736
Demolition Quantities Shoring/Excavation Quantities Concrete Structure Quantities Total Amount Notes/Comments Parameters Amount Foundations Amount Building Waste Volume (CY)1 2,500
Specified in Data
Needs Sheet
Excavation Volume
(Import) (CY) 0 Site Area (acres)2 -
Building Waste weight (tons)1 3,000 Material(Export) (CY) 49,000 Specified in Data
Needs Sheet Site Area (ft2) -
Hardscape
Haul Truck Capacity
(CY) 40
Specified in Data
Needs Sheet Footing Depth (ft)6 -
Hardscape Area (ft2) 41,712
Comprehensive
plan set page 125
Total Haul Trucks
Required 1,225
Total Concrete
Volume (CY)1 5,351
Specified in Data
Needs Sheet
Thickness (ft) 0.500 Roadside Management Toolbox: Asphalt Concrete | Caltrans Total Haul Truck Trips
(In/Out) 2,450
Concrete Truck
Capacity (CY) 10
Specified in Data
Needs Sheet
Hardscape Debris Volume (CY) 772 Days of Hauling 27
Specified in data
needs
Total Concrete
Trucks Required1 536
Debris weight (lb):Volume (CY)2 2400 Trucks per day 46
Total Concrete
Truck Trips (In/Out) 1,072
Hardscape Debris Weight (tons) 927
Max Haul Truck Trips
(In/Out) per day 92
Days of Concrete
Delivery 11
Specified in Data
Needs Sheet
Total Debris Weight (tons) 3,927
Max Concrete Trucks
(In/Out) per Day 1 50
Specified in Data
Needs Sheet
Total Demolition Debris (CY) 3,272
Max Concrete Truck
Trips (In/Out) per Day 100
Haul Truck Capacity (CY) 40
Specified in Data
Needs Sheet
Total Haul Trucks Required 82
Total Haul Truck Trips (In/Out) 164
Days of Hauling 15
Specified in Data
Needs Sheet
Total Haul Truck Trips (In/Out) per
day 12
Notes:
1 Data needs sheet were used to complete this information 2 Round trip to disposal site is 52 miles specified by Construction data needs sheet 3 11 mile roundtrip distance rounded up from 10.4 miles roundtrip for concrete/paving trips, specified in Data needs 2 I
5757 Uplander/LINK Culver City Project
Project Land Uses
Parcel Land Use Type
CalEEMod LandUse
Subtype Amount Unit Building SF acreage Additional Notes Multi-Family Residential
Residential - Apartments
Mid Rise 346 units 325,351 1.57
res lobby sf, fitness
center, and community
room subtracted,
residential balconies sf
added
Fitness Center
Recreational - Health
Club 2650 sf 2,650 0
Residential Lobby and
community rooms
Commercial - General
Office Building 19147 sf 19,147 0
res lobby and
community room sf
Open Space
Parking - Other non
asphalt 48836 sf - 1.12
Parking Structure
Parking - Enclosed
Parking w Elevator 409 spaces 167,202 0

2.69 Construction Phase CalEEMod Phase Type Start Date End Date Workdays
(5-6 days/week)
Worker
Vehicles/Day
Workers
Trips
(In/Out)/D
ay
Vendor/Material
Vehicles/Day
Vendor Trips
(In/Out)/Day
Total Debris or
Concrete Amount
Daily
Debris or
Concrete
Amount
Total Haul (or
Concrete) Trips
(In/Out)
Total Haul
(or
Concrete)
Trucks/Day
Haul (or
Concrete)
Trips/Day
(In/Out)
Days of
Hauling
Demolition Demolition 7/1/2029 9/30/2029 65 8 16 2 4 7,159 358 358 9 18 20 Grading/Excavation Grading 10/1/2029 12/31/2029 66 14 28 2 4 115,000 1826 5,750 46 92 63 Subterranean Work/Concrete StructureBuilding Construction 1/1/2030 6/30/2030 129 164 328 34 68 8,084 450 1,618 45 90 18 Framing/Building EnclosureBuilding Construction 7/1/2030 12/31/2030 158 164 328 34 68 - - - - - - Finishes Architectural Coating 1/1/2031 9/30/2031 234 66 132 - - - - - - - - Paving/Site Work Paving 6/1/2031 9/30/2031 87 10 20 - - - - - - - - Total Work Days 739
Demolition Quantities Shoring/Excavation Quantities Concrete Structure Quantities Total Amount Notes/Comments Parameters Amount Foundations Amount Building Waste Volume
(CY)1 6,000
Specified in Data
Needs Sheet
Excavation
Volume (Import) 0 Site Area (acres)2 -Building Waste weight (tons)1 7,200
Material(Export)
(CY) 115,000
Specified in Data Needs
Sheet Site Area (ft2) -
Hardscape
Haul Truck
Capacity (CY) 40
Specified in Data Needs
Sheet Footing Depth (ft)6 -
Hardscape Area (ft2) 62,592
Comprehensive
plan set page 125
Total Haul Trucks
Required 2,875
Total Concrete
Volume (CY)1 8,084
Specified in Data
Needs Sheet
Thickness (ft) 0.500 Roadside Management Toolbox: Asphalt Concrete | Caltrans Total Haul Truck
Trips (In/Out) 5,750
Concrete Truck
Capacity (CY) 10
Specified in Data
Needs Sheet
Hardscape Debris Volume
(CY) 1,159 Days of Hauling 63
Specified in data needs Total Concrete
Trucks Required1 809Debris weight (lb):Volume
(CY)2 2400 Trucks per day 46
Total Concrete Truck
Trips (In/Out) 1,618
Hardscape Debris Weight
(tons) 1,391
Max Haul Truck
Trips (In/Out) 92
Days of Concrete
Delivery 18
Specified in Data
Needs Sheet
Total Debris Weight (tons) 8,591
Max Concrete Trucks
(In/Out) per Day 1 45
Specified in Data
Needs Sheet
Total Demolition Debris
(CY) 7,159
Max Concrete Truck
Trips (In/Out) per Day 90
Haul Truck Capacity (CY) 40
Specified in Data
Needs Sheet
Total Haul Trucks Required 179
Total Haul Truck Trips
(In/Out) 358
Days of Hauling 20
Specified in Data
Needs Sheet
Total Haul Truck Trips
(In/Out) per day 18
Notes:
1 Data needs sheet were used to complete this information 2 Round trip to disposal site is 52 miles specified by Construction data needs sheet 3 11 mile roundtrip distance rounded up from 10.4 miles roundtrip for concrete/paving trips, specified in Data needs 3 5757 Uplander/LINK Culver City Project
Total Project
Architectural and Area Coating Calculations
CalEEMod assumes the total surface for architectural coating equals:

Residential Coating Area 2.7 times the floor square footage 75% interior
25% exterior
Nonresidential Coating Area 2 times the square footage 75% interior
25% exterior
Parking Lot Coating Area 5% of the square footage
90% interior
10% exterior
Parking Lot Coating Area 6% of the square footage
0% exterior for surface lot
Source: SCAQMD, CEQA Air Quality Handbook, (1993) A9-124.

Area (sf) Interior (sf) Exterior (sf)
Multi-Family Residential Residential - Apartments Mid Rise 1,045,195 2,116,520 705,507 0 0
Total Nonresidential 2,116,520 705,507

ENTER VALUES ABOVE INTO CALEEMOD
Commercial (retail)
Recreational - High Turnover (Sit Down Restaurant) 5,772 8,658 2,886.00 Fitness Center Recreational - Health Club 6,145 9,218 3,073 Residential Lobby, community rooms Commercial - General Office Building 49,046 73,569 24,523 Open Space Parking - Other non asphalt 146,557 219,836 73,279 Total Nonresidential 311,280 103,760
Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 532,661 23,970 2,664 - -
- -
335,250 106,424

ENTER VALUES ABOVE INTO CALEEMOD
Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 532,661 31,960 - 31,960 -
1,785,376 ENTER VALUES ABOVE INTO CALEEMOD
Land Use
Residential
Land Use
Nonresidential
Parking Non-residential
Land Use
Parking
I
I I
I I I
5757 Uplander/LINK Culver City Project
Parcel 1
Architectural and Area Coating Calculations
CalEEMod assumes the total surface for architectural coating equals:

Area (sf) Interior (sf) Exterior (sf)
Multi-Family Residential Residential - Apartments Mid Rise 383,673 776,938 258,979 0 0
Total Nonresidential 776,938 258,980

ENTER VALUES ABOVE INTO CALEEMOD
Commercial (retail)
Recreational - High Turnover (Sit Down Restaurant) 5,772 8,658 2,886.00 Fitness Center Recreational - Health Club 2,120 3,180 1,060 Residential Lobby, community rooms Commercial - General Office Building 18,228 27,342 9,114 Open Space Parking - Other non asphalt 49,320 73,980 24,660 Total Nonresidential 113,160 37,720
Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 183,173 8,243 916 - -
- -
121,403 38,636

ENTER VALUES ABOVE INTO CALEEMOD
Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 183,173 10,991 - 10,991 -

ENTER VALUES ABOVE INTO CALEEMOD
Residential
Land Use
Nonresidential
Parking
Land Use
Parking Non-residential
Land Use
I
I I
I I I
5757 Uplander/LINK Culver City Project
Parcel 2
Architectural and Area Coating Calculations
CalEEMod assumes the total surface for architectural coating equals:

Area (sf) Interior (sf) Exterior (sf)
Multi-Family Residential Residential - Apartments Mid Rise 336,171 680,746 226,915 0 0
Total Nonresidential 680,747 226,916

ENTER VALUES ABOVE INTO CALEEMOD
Fitness Center Recreational - Health Club 1,375 2,063 687.50 Residential Lobby and community rooms Commercial - General Office Building 11,671 17,507 5,836 Open Space Parking - Other non asphalt 48,401 72,602 24,201 0 0
Total Nonresidential 92,171 30,724 Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 182,286 8,203 912 - -
- -
100,374 31,636

ENTER VALUES ABOVE INTO CALEEMOD
Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 182,286 10,938 - 10,938 -

ENTER VALUES ABOVE INTO CALEEMOD
Land Use
Residential
Land Use
Nonresidential
Parking Non-residential
Land Use
Parking
I
I I
I I I
5757 Uplander/LINK Culver City Project
Parcel 3
Architectural and Area Coating Calculations
CalEEMod assumes the total surface for architectural coating equals:

Area (sf) Interior (sf) Exterior (sf)
Multi-Family Residential Residential - Apartments Mid Rise 325,351 658,836 219,612 0 0
Total Nonresidential 658,836 219,612

ENTER VALUES ABOVE INTO CALEEMOD
Fitness Center Recreational - Health Club 2,650 3,975 1,325.00 Residential Lobby and community rooms Commercial - General Office Building 19,147 28,721 9,574 Open Space Parking - Other non asphalt 48,836 73,254 24,418 0 0
Total Nonresidential 105,950 35,317 Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 167,202 7,525 837 - -
- -
113,475 36,154

ENTER VALUES ABOVE INTO CALEEMOD
Area (sf) Interior (sf) Exterior (sf)
Parking Structure Parking - Enclosed Parking w Elevator 167,202 10,033 - 10,033 -

ENTER VALUES ABOVE INTO CALEEMOD
Land Use
Residential
Land Use
Nonresidential
Parking Non-residential
Land Use
Parking
I
I I
I I I
5757 Uplander/LINK Culver City Project
Air Quality and Greenhouse Gas Assessment - Construction Assumptions Off-Road Heavy-Duty Construction Equipment - Maximum Day Phase Construction Phase CalEEMod Equipment Category
No. of Heavy-Duty
Equipment No. of hours/day
Demolition Excavators 2 8
Skid Steer Loaders 3 8
Generator 1 8
Excavation Bore/Drill Rigs 2 8
Excavators 2 8
Tractors/Loaders/Backhoes 2 8
Rough Terrain Forklifts 2 8
Skid Steer Loaders 2 8
Generator 1 8
Subterranean Work/Concrete Structure Cranes
1 8
Generators 1 8
Pumps 2 8
Off Highway Trucks 2 8
Framing/Building Enclosure Crane
1 8
Rough Terrain Forklifts 1 8
Generator 1 8
Finishes Air Compressor 1 8
Paving/Site Work Paving Equipment 1 8
Rollers 1 8
Skid Steer Loaders 1 8
Tractors/Loaders/Backhoes 1 8
Signal Board 1 8
Trencher 1 8
Surfacing Equipment 1 8
Street Sweeper 1 8
Demolition Excavators 2 8
Skid Steer Loaders 3 8
Generator 1 8
Excavation Bore/Drill Rigs 2 8
Excavators 2 8
Tractors/Loaders/Backhoes 2 8
Rough Terrain Forklifts 2 8
Skid Steer Loaders 2 8
Generator 1 8
Subterranean Work/Concrete Structure Crane
1 8
Generator 1 8
Pumps 2 8
Off Highway Trucks 2 8
Framing/Building Enclosure Crane
1 8
Rough Terrain Forklifts 1 8
Generator 1 8
Finishes Air Compressor 1 8
Paving/Site Work Paving Equipment 1 8
Rollers 1 8
Skid Steer Loaders 1 8
Tractors/Loaders/Backhoes 1 8
Signal Board 1 8
Trencher 1 8
Surfacing Equipment 1 8
Street Sweeper 1 8
Demolition Excavators 2 8
Skid Steer Loaders 3 8
Generator 1 8
Excavation Bore/Drill Rigs 2 8
Excavators 2 8
Tractors/Loaders/Backhoes 2 8
Rough Terrain Forklifts 2 8
Skid Steer Loaders 2 8
Generator 1 8
Subterranean Work/Concrete Structure Crane
1 8
Generator 1 8
Pumps 2 8
Off Highway Trucks 2 8
Framing/Building Enclosure Crane
1 8
Rough Terrain Forklifts 1 8
Generator 1 8
Finishes Air Compressor 1 8
Paving/Site Work Paving Equipment 1 8
Rollers 1 8
Skid Steer Loaders 1 8
Tractors/Loaders/Backhoes 1 8
Signal Board 1 8
Trencher 1 8
Surfacing Equipment 1 8
Street Sweeper 1 8
1 2
3 5757 Uplander Project
Air Quality Assessment
Localized Significance Thresholds
(SCAQMD, Final Localized Significance Threshold Methodology, Appendix C (2008)) Source Receptor Area 3
25 meters to Sensitive Receptor
Screening Values Project Site
Acres 1 2 5 5.00 Construction LSTs
NOX 91 131 197 197.00
CO 664 967 1,796 1,796.00
PM10 5 8 15 15.00 PM2.5 3 5 8 8.00 Operational LSTs
NOX 91 131 197 197.00
CO 664 967 1,796 1,796.00
PM10 1 2 4 4.00 PM2.5 1 1 2 2.00 Notes:
a. Project screening levels are linearly interpolated based on the 1-,2- and 5- acre acreening levels. b. Source: SCAQMD Localized Significance Thresholds, Appendix C - Mass Rate LST Look-up Tables 5757 Uplander Project
Air Quality Assessment
Localized Significance Thresholds
(SCAQMD, Final Localized Significance Threshold Methodology, Appendix C (2008)) Source Receptor Area 3
25 meters to Sensitive Receptor
Screening Values Project Site
Acres 1 2 5 3.27 Construction LSTs
NOX 91 131 197 158.94
CO 664 967 1,796 1,317.94
PM10 5 8 15 10.96 PM2.5 3 5 8 6.27 Operational LSTs
NOX 91 131 197 158.94
CO 664 967 1,796 1,317.94
PM10 1 2 4 2.85 PM2.5 1 1 2 1.42 Notes:
a. Project screening levels are linearly interpolated based on the 1-,2- and 5- acre acreening levels. b. Source: SCAQMD Localized Significance Thresholds, Appendix C - Mass Rate LST Look-up Tables 5757 Uplander Project
Air Quality Assessment
Localized Significance Thresholds
(SCAQMD, Final Localized Significance Threshold Methodology, Appendix C (2008)) Source Receptor Area 3
25 meters to Sensitive Receptor
Screening Values Project Site
Acres 1 2 5 2.38 Construction LSTs
NOX 91 131 197 139.36
CO 664 967 1,796 1,072.01
PM10 5 8 15 8.89 PM2.5 3 5 8 5.38 Operational LSTs
NOX 91 131 197 139.36
CO 664 967 1,796 1,072.01
PM10 1 2 4 2.25 PM2.5 1 1 2 1.13 Notes:
a. Project screening levels are linearly interpolated based on the 1-,2- and 5- acre acreening levels. b. Source: SCAQMD Localized Significance Thresholds, Appendix C - Mass Rate LST Look-up Tables 5757 Uplander Project
Air Quality Assessment
Localized Significance Thresholds
(SCAQMD, Final Localized Significance Threshold Methodology, Appendix C (2008)) Source Receptor Area 3
25 meters to Sensitive Receptor
Screening Values Project Site
Acres 1 2 5 2.69 Construction LSTs
NOX 91 131 197 146.18
CO 664 967 1,796 1,157.67
PM10 5 8 15 9.61 PM2.5 3 5 8 5.69 Operational LSTs
NOX 91 131 197 146.18
CO 664 967 1,796 1,157.67
PM10 1 2 4 2.46 PM2.5 1 1 2 1.23 Notes:
a. Project screening levels are linearly interpolated based on the 1-,2- and 5- acre acreening levels. b. Source: SCAQMD Localized Significance Thresholds, Appendix C - Mass Rate LST Look-up Tables 1-2 Construction Air Quality
Calculations and
Modeling
5757 Uplander Project
Air Quality Construction Analysis
Unmitigated
Regional Maximums ROG NOX CO SO2
Exhaust
PM10
Fugitive
PM10 Total PM10
Exhaust
PM2.5
Fugitive
PM2.5 Total PM2.5
Source ROG NOX CO SO2
Fugitive
PM10
Exhaust
PM10 Total PM10
Fugitive
PM2.5
Exhaust
PM2.5 Total PM2.5
phase1Demolition2027 0.54 7.28 9.03 0.03 0.17 5.12 5.28 0.15 0.85 1.00 phase1Finishes2028+phase1Paving/Site Work2028 14.69 8.86 18.58 0.04 0.27 2.15 2.42 0.25 0.53 0.78 phase1Excavation2027 1.26 21.70 25.78 0.11 0.40 2.65 3.04 0.37 0.70 1.06 phase1Finishes2029+phase1Paving/Site Work2029 14.65 8.60 18.26 0.04 0.25 2.15 2.39 0.23 0.53 0.76 phase1Subterranean Work/Concrete Structure20272.14 19.64 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 phase2Demolition2028+phase1Framing/Building Enclosure2028 1.03 13.02 27.02 0.09 0.25 6.74 6.98 0.23 1.61 1.83 phase1Framing/Building Enclosure2028 0.53 6.64 18.45 0.07 0.10 5.34 5.44 0.09 1.34 1.43 phase2Excavation2028+phase1Finishes2028 15.06 22.55 32.20 0.12 0.40 4.52 4.92 0.38 1.16 1.54 phase1Finishes2028 13.81 1.42 6.56 0.02 0.03 1.89 1.92 0.03 0.47 0.50 phase2Subterranean Work/Concrete Structure2028+phase1Finishes2028+phase1Paving/Site Work2028 16.77 27.41 47.92 0.16 0.71 7.59 8.29 0.65 1.90 2.56 phase1Finishes2029 13.80 1.37 6.27 0.02 0.02 1.89 1.91 0.02 0.47 0.49 phase2Subterranean Work/Concrete Structure2029+phase1Finishes2029+phase1Paving/Site Work2029 16.43 21.70 42.30 0.14 0.63 7.08 7.71 0.58 1.77 2.35 phase1Paving/Site Work2028 0.88 7.44 12.02 0.03 0.24 0.26 0.50 0.22 0.06 0.29 phase2Framing/Building Enclosure2029+phase3Demolition2029+0 0.99 12.92 25.41 0.09 0.24 7.49 7.73 0.22 1.70 1.92 phase1Paving/Site Work2029 0.85 7.23 11.98 0.02 0.22 0.26 0.48 0.21 0.06 0.27 phase2Finishes2029+phase3Excavation2029+0 13.25 21.94 31.34 0.12 0.38 4.38 4.77 0.36 1.13 1.49 phase2Demolition2028 0.51 6.39 8.57 0.02 0.15 1.39 1.54 0.14 0.27 0.40 phase2Finishes2030+phase2Paving/Site Work2030+phase3Subterranean Work/Concrete Structure2030+0 14.79 24.78 44.58 0.15 0.63 7.28 7.91 0.58 1.83 2.41 phase2Excavation2028 1.24 21.13 25.64 0.11 0.38 2.63 3.00 0.35 0.69 1.04 phase3Finishes2031+phase3Paving/Site Work2031+0 12.83 8.14 17.17 0.04 0.21 1.97 2.18 0.19 0.49 0.68 phase2Subterranean Work/Concrete Structure20282.08 18.56 29.34 0.12 0.44 5.44 5.87 0.40 1.37 1.77 phase2Subterranean Work/Concrete Structure20291.77 13.10 24.04 0.10 0.38 4.93 5.31 0.35 1.23 1.59 phase2Framing/Building Enclosure2029 0.47 6.00 16.51 0.06 0.09 4.93 5.02 0.08 1.23 1.32 phase2Finishes2029 12.03 1.34 5.88 0.02 0.02 1.73 1.76 0.02 0.43 0.45 phase2Finishes2030 12.01 1.30 5.64 0.02 0.02 1.73 1.75 0.02 0.43 0.45 phase2Paving/Site Work2030 0.82 7.09 11.89 0.02 0.21 0.26 0.47 0.19 0.06 0.26 phase3Demolition2029 0.52 6.92 8.89 0.03 0.15 2.56 2.71 0.14 0.46 0.60 phase3Excavation2029 1.22 20.60 25.46 0.10 0.36 2.65 3.01 0.34 0.70 1.03 Project Daily Maximum Emissions16.77 27.41 47.92 0.16 0.71 7.59 8.29 0.65 1.90 2.56 phase3Subterranean Work/Concrete Structure20301.95 16.38 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 SCAQMD Regional Significance Thresholds75.00 100.00 550.00 150.00 None None 150.00 none none 55.00 phase3Framing/Building Enclosure20300.45 5.66 15.61 0.06 0.09 4.83 4.92 0.08 1.21 1.29 Exceeds Thresholds? No No No No No No No No No No phase3Finishes2031 12.05 1.27 5.36 0.02 0.02 1.71 1.73 0.02 0.42 0.44 phase3Paving/Site Work2031 0.78 6.87 11.80 0.02 0.19 0.26 0.45 0.18 0.06 0.24 0 Maximum individual construction phase13.81 21.70 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 Overlapping Phases
lb/day
5757 Uplander Project
Air Quality Construction Analysis
Unmitigated
Localized Maximum ROG NOX CO SO2
Exhaust
PM10
Fugitive
PM10 Total PM10
Exhaust
PM2.5
Fugitive
PM2.5 Total PM2.5
Source lb/day
phase1Demolition2027 0.46 4.85 7.06 0.01 0.14 4.43 4.57 0.13 0.67 0.80 ROG NOX CO SO2 PM10 PM10 Total PM10 PM2.5 PM2.5 Total PM2.5 phase1Excavation2027 0.94 10.54 18.53 0.03 0.27 0.04 0.31 0.25 0.01 0.26 phase1Finishes2028+phase1Paving/Site Work2028 14.60 8.47 12.81 0.03 0.26 0.00 0.26 0.24 0.00 0.24 phase1Subterranean Work/Concrete Structure20271.52 10.16 10.38 0.04 0.39 0.00 0.39 0.36 0.00 0.36 phase1Finishes2029+phase1Paving/Site Work2029 14.57 8.24 12.81 0.03 0.24 0.00 0.24 0.22 0.00 0.22 phase1Framing/Building Enclosure2028 0.17 1.85 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 phase2Demolition2028+phase1Framing/Building Enclosure2028 0.62 6.62 9.76 0.02 0.18 0.86 1.04 0.17 0.13 0.30 phase1Finishes2028 13.74 1.08 1.49 0.00 0.02 0.00 0.02 0.02 0.00 0.02 phase2Excavation2028+phase1Finishes2028 14.66 11.45 20.05 0.03 0.27 0.02 0.29 0.25 0.00 0.25 phase1Finishes2029 13.73 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 phase2Subterranean Work/Concrete Structure2028+phase1Finishes2028+phase1Paving/Site Work2028 16.09 17.97 23.14 0.06 0.63 0.00 0.63 0.58 0.00 0.58 phase1Paving/Site Work2028 0.87 7.39 11.32 0.02 0.24 0.00 0.24 0.22 0.00 0.22 phase2Subterranean Work/Concrete Structure2029+phase1Finishes2029+phase1Paving/Site Work2029 16.04 17.18 23.02 0.06 0.58 0.00 0.58 0.54 0.00 0.54 phase1Paving/Site Work2029 0.84 7.18 11.33 0.02 0.22 0.00 0.22 0.20 0.00 0.20 phase2Framing/Building Enclosure2029+phase3Demolition2029+0 0.61 6.55 9.75 0.02 0.17 1.89 2.06 0.16 0.29 0.44 phase2Demolition2028 0.45 4.77 7.07 0.01 0.13 0.86 0.99 0.12 0.13 0.25 phase2Finishes2029+phase3Excavation2029+0 12.87 11.29 20.02 0.03 0.26 0.04 0.29 0.24 0.01 0.24 phase2Excavation2028 0.92 10.37 18.55 0.03 0.25 0.02 0.27 0.23 0.00 0.24 phase2Finishes2030+phase2Paving/Site Work2030+phase3Subterranean Work/Concrete Structure2030+0 14.20 16.71 22.93 0.06 0.56 0.00 0.56 0.51 0.00 0.51 phase2Subterranean Work/Concrete Structure20281.49 9.50 10.33 0.04 0.36 0.00 0.36 0.33 0.00 0.33 phase3Finishes2031+phase3Paving/Site Work2031+0 12.77 7.87 12.68 0.03 0.20 0.00 0.20 0.19 0.00 0.19 phase2Subterranean Work/Concrete Structure20291.46 8.94 10.21 0.04 0.34 0.00 0.34 0.32 0.00 0.32 phase2Framing/Building Enclosure2029 0.17 1.84 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 phase2Finishes2029 11.96 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 phase2Finishes2030 11.96 1.05 1.48 0.00 0.01 0.00 0.01 0.01 0.00 0.01 phase2Paving/Site Work2030 0.81 7.05 11.27 0.02 0.21 0.00 0.21 0.19 0.00 0.19 phase3Demolition2029 0.44 4.72 7.07 0.01 0.12 1.89 2.01 0.11 0.29 0.40 phase3Excavation2029 0.91 10.23 18.54 0.03 0.24 0.04 0.28 0.22 0.01 0.23 phase3Subterranean Work/Concrete Structure20301.44 8.61 10.19 0.04 0.33 0.00 0.33 0.31 0.00 0.31 phase3Framing/Building Enclosure2030 0.17 1.82 2.68 0.00 0.05 0.00 0.05 0.04 0.00 0.04 phase3Finishes2031 11.99 1.04 1.47 0.00 0.01 0.00 0.01 0.01 0.00 0.01 phase3Paving/Site Work2031 0.78 6.83 11.21 0.02 0.19 0.00 0.19 0.18 0.00 0.18 0 Maximum individual construction phase 13.74 10.54 18.55 0.04 0.39 4.43 4.57 0.36 0.67 0.80 Project Daily Maximum Emissions 16.09 17.97 23.14 0.06 0.63 4.43 4.57 0.58 0.67 0.80 SCAQMD Localized Significance Thresholds None 197.0 1796.0 None None None 15.0 None None 8.0 Exceeds Thresholds? No No No No No No No No No No
Overlapping Phases
I
5757 Uplander Project
Air Quality Construction Analysis
Unmitigated
Regional Maximums ROG NOX CO SO2
Exhaust
PM10
Fugitive
PM10 Total PM10
Exhaust
PM2.5
Fugitive
PM2.5 Total PM2.5
Source ROG NOX CO SO2
Fugitive
PM10
Exhaust
PM10 Total PM10
Fugitive
PM2.5
Exhaust
PM2.5 Total PM2.5
phase1Demolition2027 0.54 7.28 9.03 0.03 0.17 5.12 5.28 0.15 0.85 1.00 phase1Finishes2028+phase1Paving/Site Work2028 14.69 8.86 18.58 0.04 0.27 2.15 2.42 0.25 0.53 0.78 phase1Excavation2027 1.26 21.70 25.78 0.11 0.40 2.65 3.04 0.37 0.70 1.06 phase1Finishes2029+phase1Paving/Site Work2029 14.65 8.60 18.26 0.04 0.25 2.15 2.39 0.23 0.53 0.76 phase1Subterranean Work/Concrete Structure20272.14 19.64 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 phase2Demolition2028+phase1Framing/Building Enclosure2028 1.03 13.02 27.02 0.09 0.25 6.74 6.98 0.23 1.61 1.83 phase1Framing/Building Enclosure2028 0.53 6.64 18.45 0.07 0.10 5.34 5.44 0.09 1.34 1.43 phase2Excavation2028+phase1Finishes2028 15.06 22.55 32.20 0.12 0.40 4.52 4.92 0.38 1.16 1.54 phase1Finishes2028 13.81 1.42 6.56 0.02 0.03 1.89 1.92 0.03 0.47 0.50 phase2Subterranean Work/Concrete Structure2028+phase1Finishes2028+phase1Paving/Site Work2028 16.77 27.41 47.92 0.16 0.71 7.59 8.29 0.65 1.90 2.56 phase1Finishes2029 13.80 1.37 6.27 0.02 0.02 1.89 1.91 0.02 0.47 0.49 phase2Subterranean Work/Concrete Structure2029+phase1Finishes2029+phase1Paving/Site Work2029 16.43 21.70 42.30 0.14 0.63 7.08 7.71 0.58 1.77 2.35 phase1Paving/Site Work2028 0.88 7.44 12.02 0.03 0.24 0.26 0.50 0.22 0.06 0.29 phase2Framing/Building Enclosure2029+phase3Demolition2029+PHASE 1 OPERATIONS17.47 18.84 87.47 0.19 0.24 7.49 17.20 0.22 1.70 4.48 phase1Paving/Site Work2029 0.85 7.23 11.98 0.02 0.22 0.26 0.48 0.21 0.06 0.27 phase2Finishes2029+phase3Excavation2029+PHASE 1 OPERATIONS 29.72 27.86 93.40 0.22 0.38 4.38 14.23 0.36 1.13 4.05 phase2Demolition2028 0.51 6.39 8.57 0.02 0.15 1.39 1.54 0.14 0.27 0.40 phase2Finishes2030+phase2Paving/Site Work2030+phase3Subterranean Work/Concrete Structure2030+PHASE 1 OPERATIONS 31.26 30.69 106.64 0.26 0.63 7.28 17.38 0.58 1.83 4.97 phase2Excavation2028 1.24 21.13 25.64 0.11 0.38 2.63 3.00 0.35 0.69 1.04 phase3Finishes2031+phase3Paving/Site Work2031+PHASE 1 OPERATIONS 29.31 14.05 79.23 0.14 0.21 1.97 11.64 0.19 0.49 3.25 phase2Subterranean Work/Concrete Structure20282.08 18.56 29.34 0.12 0.44 5.44 5.87 0.40 1.37 1.77 phase2Subterranean Work/Concrete Structure20291.77 13.10 24.04 0.10 0.38 4.93 5.31 0.35 1.23 1.59 phase2Framing/Building Enclosure2029 0.47 6.00 16.51 0.06 0.09 4.93 5.02 0.08 1.23 1.32 phase2Finishes2029 12.03 1.34 5.88 0.02 0.02 1.73 1.76 0.02 0.43 0.45 phase2Finishes2030 12.01 1.30 5.64 0.02 0.02 1.73 1.75 0.02 0.43 0.45 phase2Paving/Site Work2030 0.82 7.09 11.89 0.02 0.21 0.26 0.47 0.19 0.06 0.26 phase3Demolition2029 0.52 6.92 8.89 0.03 0.15 2.56 2.71 0.14 0.46 0.60 phase3Excavation2029 1.22 20.60 25.46 0.10 0.36 2.65 3.01 0.34 0.70 1.03 Project Daily Maximum Emissions31.26 30.69 106.64 0.26 0.63 7.49 17.38 0.58 1.83 4.97 phase3Subterranean Work/Concrete Structure20301.95 16.38 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 SCAQMD Operational Regional Significance Thresholds55.00 55.00 550.00 150.00 None None 150.00 none none 55.00 phase3Framing/Building Enclosure20300.45 5.66 15.61 0.06 0.09 4.83 4.92 0.08 1.21 1.29 Exceeds Thresholds? No No No No No No No No No No phase3Finishes2031 12.05 1.27 5.36 0.02 0.02 1.71 1.73 0.02 0.42 0.44 phase3Paving/Site Work2031 0.78 6.87 11.80 0.02 0.19 0.26 0.45 0.18 0.06 0.24 PHASE 1 OPERATIONS 16.48 5.92 62.07 0.10 0.00 0.00 9.47 0.00 0.00 2.57 Maximum individual construction phase12.05 20.60 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 Overlapping Phases
lb/day
5757 Uplander Project
Air Quality Construction Analysis
Unmitigated
Localized Maximum ROG NOX CO SO2
Exhaust
PM10
Fugitive
PM10 Total PM10
Exhaust
PM2.5
Fugitive
PM2.5 Total PM2.5
Source lb/day
phase1Demolition2027 0.46 4.85 7.06 0.01 0.14 4.43 4.57 0.13 0.67 0.80 ROG NOX CO SO2 PM10 PM10 Total PM10 PM2.5 PM2.5 Total PM2.5 phase1Excavation2027 0.94 10.54 18.53 0.03 0.27 0.04 0.31 0.25 0.01 0.26 phase1Finishes2028+phase1Paving/Site Work2028 14.60 8.47 12.81 0.03 0.26 0.00 0.26 0.24 0.00 0.24 phase1Subterranean Work/Concrete Structure20271.52 10.16 10.38 0.04 0.39 0.00 0.39 0.36 0.00 0.36 phase1Finishes2029+phase1Paving/Site Work2029 14.57 8.24 12.81 0.03 0.24 0.00 0.24 0.22 0.00 0.22 phase1Framing/Building Enclosure2028 0.17 1.85 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 phase2Demolition2028+phase1Framing/Building Enclosure2028 0.62 6.62 9.76 0.02 0.18 0.86 1.04 0.17 0.13 0.30 phase1Finishes2028 13.74 1.08 1.49 0.00 0.02 0.00 0.02 0.02 0.00 0.02 phase2Excavation2028+phase1Finishes2028 14.66 11.45 20.05 0.03 0.27 0.02 0.29 0.25 0.00 0.25 phase1Finishes2029 13.73 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 phase2Subterranean Work/Concrete Structure2028+phase1Finishes2028+phase1Paving/Site Work2028 16.09 17.97 23.14 0.06 0.63 0.00 0.63 0.58 0.00 0.58 phase1Paving/Site Work2028 0.87 7.39 11.32 0.02 0.24 0.00 0.24 0.22 0.00 0.22 phase2Subterranean Work/Concrete Structure2029+phase1Finishes2029+phase1Paving/Site Work2029 16.04 17.18 23.02 0.06 0.58 0.00 0.58 0.54 0.00 0.54 phase1Paving/Site Work2029 0.84 7.18 11.33 0.02 0.22 0.00 0.22 0.20 0.00 0.20 phase2Framing/Building Enclosure2029+phase3Demolition2029+PHASE 1 OPERATIONS13.77 8.06 41.22 0.02 0.17 1.89 2.38 0.16 0.29 0.68 phase2Demolition2028 0.45 4.77 7.07 0.01 0.13 0.86 0.99 0.12 0.13 0.25 phase2Finishes2029+phase3Excavation2029+PHASE 1 OPERATIONS 26.02 12.80 51.49 0.04 0.26 0.04 0.61 0.24 0.01 0.47 phase2Excavation2028 0.92 10.37 18.55 0.03 0.25 0.02 0.27 0.23 0.00 0.24 phase2Finishes2030+phase2Paving/Site Work2030+phase3Subterranean Work/Concrete Structure2030+PHASE 1 OPERATIONS 27.36 18.21 54.39 0.07 0.56 0.00 0.87 0.51 0.00 0.74 phase2Subterranean Work/Concrete Structure20281.49 9.50 10.33 0.04 0.36 0.00 0.36 0.33 0.00 0.33 phase3Finishes2031+phase3Paving/Site Work2031+PHASE 1 OPERATIONS 25.92 9.37 44.15 0.03 0.20 0.00 0.52 0.19 0.00 0.42 phase2Subterranean Work/Concrete Structure20291.46 8.94 10.21 0.04 0.34 0.00 0.34 0.32 0.00 0.32 phase2Framing/Building Enclosure2029 0.17 1.84 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 phase2Finishes2029 11.96 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 phase2Finishes2030 11.96 1.05 1.48 0.00 0.01 0.00 0.01 0.01 0.00 0.01 phase2Paving/Site Work2030 0.81 7.05 11.27 0.02 0.21 0.00 0.21 0.19 0.00 0.19 phase3Demolition2029 0.44 4.72 7.07 0.01 0.12 1.89 2.01 0.11 0.29 0.40 phase3Excavation2029 0.91 10.23 18.54 0.03 0.24 0.04 0.28 0.22 0.01 0.23 phase3Subterranean Work/Concrete Structure20301.44 8.61 10.19 0.04 0.33 0.00 0.33 0.31 0.00 0.31 phase3Framing/Building Enclosure2030 0.17 1.82 2.68 0.00 0.05 0.00 0.05 0.04 0.00 0.04 phase3Finishes2031 11.99 1.04 1.47 0.00 0.01 0.00 0.01 0.01 0.00 0.01 phase3Paving/Site Work2031 0.78 6.83 11.21 0.02 0.19 0.00 0.19 0.18 0.00 0.18 PHASE 1 OPERATIONS 13.15 1.50 31.46 0.01 0.00 0.00 0.32 0.00 0.00 0.23 Maximum individual construction phase11.99 10.37 18.55 0.04 0.36 1.89 2.01 0.33 0.29 0.40 Project Daily Maximum Emissions27.36 18.21 54.39 0.07 0.63 1.89 2.38 0.58 0.29 0.74 SCAQMD Operational Localized Significance ThresholdsNone 197.0 1796.0 None None None 4.0 None None 2.0 Exceeds Thresholds? No No No No No No No No No No
Overlapping Phases
5757 Uplander Project - Parcel 1
Air Quality Construction Analysis
Unmitigated
Regional Maximums ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2027 0.54 7.28 9.03 0.03 0.17 5.12 5.28 0.15 0.85 1.00 Excavation - 2027 1.26 21.70 25.78 0.11 0.40 2.65 3.04 0.37 0.70 1.06 Subterranean Work/Concrete Structure - 2027 2.14 19.64 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 Framing/Building Enclosure - 2028 0.53 6.64 18.45 0.07 0.10 5.34 5.44 0.09 1.34 1.43 Finishes - 2028 13.81 1.42 6.56 0.02 0.03 1.89 1.92 0.03 0.47 0.50 Finishes - 2029 13.80 1.37 6.27 0.02 0.02 1.89 1.91 0.02 0.47 0.49 Paving/Site Work – 2028 0.88 7.44 12.02 0.03 0.24 0.26 0.50 0.22 0.06 0.29 Paving/Site Work – 2029 0.85 7.23 11.98 0.02 0.22 0.26 0.48 0.21 0.06 0.27 ROG NOX CO SO2
Fugitive
PM10
Exhaust
PM10 Total PM10
Fugitive
PM2.5
Exhaust
PM2.5
Total
PM2.5
Finishes 2028 + Paving/Site Work 2028 14.69 8.86 18.58 0.04 0.27 2.15 2.42 0.25 0.53 0.78 Finishes 2029 + Paving/Site Work 2029 14.65 8.60 18.26 0.04 0.25 2.15 2.39 0.23 0.53 0.76 Project Daily Maximum Emissions 14.69 21.70 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 Threshold 75.0 100.0 550.0 150.0 None None 150.0 None None 55.0 Exceed Threshold (Y/N)? No No No No No No No No No No
Localized Maximum ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2027 0.46 4.85 7.06 0.01 0.14 4.43 4.57 0.13 0.67 0.80 Excavation - 2027 0.94 10.54 18.53 0.03 0.27 0.04 0.31 0.25 0.01 0.26 Subterranean Work/Concrete Structure - 2027 1.52 10.16 10.38 0.04 0.39 0.00 0.39 0.36 0.00 0.36 Framing/Building Enclosure - 2028 0.17 1.85 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 Finishes - 2028 13.74 1.08 1.49 0.00 0.02 0.00 0.02 0.02 0.00 0.02 Finishes - 2029 13.73 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 Paving/Site Work – 2028 0.87 7.39 11.32 0.02 0.24 0.00 0.24 0.22 0.00 0.22 Paving/Site Work – 2029 0.84 7.18 11.33 0.02 0.22 0.00 0.22 0.20 0.00 0.20 Finishes 2028 + Paving/Site Work 2028 14.60 8.47 12.81 0.03 0.26 0.00 0.26 0.24 0.00 0.24 Finishes 2029 + Paving/Site Work 2029 14.57 8.24 12.81 0.03 0.24 0.00 0.24 0.22 0.00 0.22 Project Daily Maximum Emissions 14.60 10.54 18.53 0.04 0.39 4.43 4.57 0.36 0.67 0.80 Threshold 158.9 1317.9 10.96 6.3
lb/day
Overlapping Phases
lb/day
Overlapping Phases
I
I
5757 Uplander Project - Parcel 1
Air Quality Construction Analysis
Unmitigated
ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5 ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10
Total
PM10
Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2027 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation - 2027 0.94 10.54 18.53 0.03 0.27 0.04 0.31 0.25 0.01 0.26 0.33 11.16 7.25 0.08 0.12 2.61 2.73 0.12 0.69 0.81 Subterranean Work/Concrete Structure - 2027 1.52 10.16 10.38 0.04 0.39 0.00 0.39 0.36 0.00 0.36 0.63 9.48 20.74 0.09 0.08 5.81 5.89 0.07 1.46 1.54 Framing/Building Enclosure - 2028 0.17 1.85 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 0.35 4.79 15.76 0.06 0.05 5.34 5.39 0.04 1.34 1.38 Finishes - 2028 13.74 1.08 1.49 0.00 0.02 0.00 0.02 0.02 0.00 0.02 0.08 0.34 5.07 0.02 0.01 1.89 1.90 0.01 0.47 0.48 Finishes - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work – 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work – 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Regional Emissions ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Demolition - 2027 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation - 2027 1.26 21.70 25.78 0.11 0.40 2.65 3.04 0.37 0.70 1.06 Subterranean Work/Concrete Structure - 2027 2.14 19.64 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 Framing/Building Enclosure - 2028 0.53 6.64 18.45 0.07 0.10 5.34 5.44 0.09 1.34 1.43 Finishes - 2028 13.81 1.42 6.56 0.02 0.03 1.89 1.92 0.03 0.47 0.50 Finishes - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work – 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work – 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Project Daily Maximum Emissions 13.81 21.70 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 lb/day lb/day
Onsite Emissions Offsite Emissions
Summer

I I I I I I I I I
5757 Uplander Project - Parcel 1
Air Quality Construction Analysis
Unmitigated
ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5 ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10
Total
PM10
Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2027 0.46 4.85 7.06 0.01 0.14 4.43 4.57 0.13 0.67 0.80 0.08 2.43 1.97 0.02 0.03 0.68 0.71 0.03 0.18 0.20 Excavation - 2027 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2027 1.52 10.16 10.38 0.04 0.39 0.00 0.39 0.36 0.00 0.36 0.63 9.48 20.74 0.09 0.08 5.81 5.89 0.07 1.46 1.54 Framing/Building Enclosure - 2028 0.17 1.85 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 0.35 4.79 15.76 0.06 0.05 5.34 5.39 0.04 1.34 1.38 Finishes - 2028 13.74 1.08 1.49 0.00 0.02 0.00 0.02 0.02 0.00 0.02 0.08 0.34 5.07 0.02 0.01 1.89 1.90 0.01 0.47 0.48 Finishes - 2029 13.73 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 0.07 0.31 4.79 0.02 0.01 1.89 1.90 0.01 0.47 0.48 Paving/Site Work – 2028 0.87 7.39 11.32 0.02 0.24 0.00 0.24 0.22 0.00 0.22 0.01 0.05 0.69 0.00 0.00 0.26 0.26 0.00 0.06 0.07 Paving/Site Work – 2029 0.84 7.18 11.33 0.02 0.22 0.00 0.22 0.20 0.00 0.20 0.01 0.04 0.66 0.00 0.00 0.26 0.26 0.00 0.06 0.07 Regional Emissions ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Demolition - 2027 0.54 7.28 9.03 0.03 0.17 5.12 5.28 0.15 0.85 1.00 Excavation - 2027 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2027 2.14 19.64 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 Framing/Building Enclosure - 2028 0.53 6.64 18.45 0.07 0.10 5.34 5.44 0.09 1.34 1.43 Finishes - 2028 13.81 1.42 6.56 0.02 0.03 1.89 1.92 0.03 0.47 0.50 Finishes - 2029 13.80 1.37 6.27 0.02 0.02 1.89 1.91 0.02 0.47 0.49 Paving/Site Work – 2028 0.88 7.44 12.02 0.03 0.24 0.26 0.50 0.22 0.06 0.29 Paving/Site Work – 2029 0.85 7.23 11.98 0.02 0.22 0.26 0.48 0.21 0.06 0.27 Project Daily Maximum Emissions 13.81 19.64 31.11 0.12 0.46 5.81 6.28 0.43 1.46 1.89 Winter
Onsite Emissions Offsite Emissions
lb/day lb/day

I I I I I I I I I
Daily Haul Days Work Hours One-Way
Construction Phase One-Way per Phase per Day Trip Distance Idling (pounds/day) (MT/yr) Trips per Day per Day PM10 PM10 Total PM2.5 PM2.5 Total Total (days) (hours/day) (miles) (minutes) ROG NOX CO SO2 Dust Exh PM10 Dust Exh PM2.5 CO2e Demolition 2027
Total Haul Trips 828
Hauling 18 45 8 26 15 0.06 2.17 1.21 0.02 0.44 0.02 0.47 0.12 0.02 0.14 35.59 Vendor 4 64 8 10.2 15 0.01 0.22 0.17 0.00 0.03 0.00 0.04 0.01 0.00 0.01 4.32 Worker 16 64 8 18.5 0 0.01 0.04 0.59 0.00 0.21 0.00 0.21 0.05 0.00 0.05 5.42 Total 0.08 2.43 1.97 0.02 0.68 0.03 0.71 0.18 0.03 0.20 45.34 Excavation 2027
Total Haul Trips 5,750
Hauling 92 63 8 26 15 0.30 10.87 6.05 0.08 2.21 0.12 2.33 0.59 0.12 0.71 247.19 Vendor 4 65 8 10.2 15 0.01 0.22 0.17 0.00 0.03 0.00 0.04 0.01 0.00 0.01 4.39 Worker 28 65 8 18.5 0 0.02 0.07 1.03 0.00 0.36 0.00 0.36 0.09 0.00 0.09 9.63 Total 0.33 11.16 7.25 0.08 2.61 0.12 2.73 0.69 0.12 0.81 261.21 Subterranean Work/Concrete 2027
Total Haul Trips 1,930
Hauling 92 21 8 5.5 15 0.25 4.42 4.16 0.02 0.47 0.03 0.49 0.12 0.03 0.15 21.91 Vendor 76 132 8 10.2 15 0.17 4.14 3.26 0.02 0.66 0.03 0.69 0.17 0.03 0.20 169.34 Worker 362 132 8 18.5 0 0.21 0.92 13.32 0.04 4.68 0.02 4.70 1.16 0.02 1.18 252.91 Total 0.63 9.48 20.74 0.09 5.81 0.08 5.89 1.46 0.07 1.54 444.16 Framing/Building Enclosure 2028
Total Haul Trips 0
Hauling 0 156 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 76 156 8 10.2 15 0.16 3.94 3.19 0.02 0.66 0.03 0.69 0.17 0.03 0.20 195.55 Worker 362 156 8 18.5 0 0.19 0.84 12.57 0.04 4.68 0.02 4.70 1.16 0.02 1.18 292.32 Total 0.35 4.79 15.76 0.06 5.34 0.05 5.39 1.34 0.04 1.38 487.88 Finishes 2028
Total Haul Trips 0
Hauling 0 157 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 157 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 146 157 8 18.5 0 0.08 0.34 5.07 0.02 1.89 0.01 1.90 0.47 0.01 0.48 118.65 Total 0.08 0.34 5.07 0.02 1.89 0.01 1.90 0.47 0.01 0.48 118.65 Finishes 2029
Total Haul Trips 0
Hauling 0 78 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 78 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 146 78 8 18.5 0 0.07 0.31 4.79 0.02 1.89 0.01 1.90 0.47 0.01 0.48 57.72 Total 0.07 0.31 4.79 0.02 1.89 0.01 1.90 0.47 0.01 0.48 57.72 Paving/Site Work 2028
Total Haul Trips 0
Hauling 0 21 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 21 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 21 8 18.5 0 0.01 0.05 0.69 0.00 0.26 0.00 0.26 0.06 0.00 0.07 2.17 Total 0.01 0.05 0.69 0.00 0.26 0.00 0.26 0.06 0.00 0.07 2.17 Paving/Site Work 2029
Total Haul Trips 0
Hauling 0 65 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 65 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 65 8 18.5 0 0.01 0.04 0.66 0.00 0.26 0.00 0.26 0.06 0.00 0.07 6.59 Total 0.01 0.04 0.66 0.00 0.26 0.00 0.26 0.06 0.00 0.07 6.59 Regional Emissions
5757 Uplander - Parcel 1 Project
Haul Truck Emissions
5757 Uplander - Parcel 1 Project
Construction

I I I I I I I I I I
-
-
-
ROG_RUNEXNOx_RUNEXCO_RUNEXSOx_RUNEXPM10_RUNEXPM2.5_RUNEXCO2_RUNEXCH4_RUNEXN2O_RUNEX 2027 2027HaulingHauling 0.013128 1.5535186110.454736570.013367140.022734860.021747321471.800750.06085230.23462364 2027 2027VendorVendor 0.015705881.1023319680.363277530.012148710.014756620.014111851311.14350.035097590.18307889 2027 2027WorkerWorker 0.014472640.0624924180.902333340.002810620.001507290.0013867284.3205870.003542660.00566149 2028 2028HaulingHauling 0.012613391.4937180150.438770310.013055960.022473170.021497141438.298660.057681590.22931835 2028 2028VendorVendor 0.014172981.0388680650.33605310.011853130.014268350.013644911280.012950.033422440.17922194 2028 2028WorkerWorker 0.013147560.0570354590.851670370.002749480.001404480.00129194278.1349040.003253130.00533773 2029 2029HaulingHauling 0.012134721.4348669030.42249260.012735340.02216860.02120591403.606670.054655360.22381566 2029 2029VendorVendor 0.0128196 0.9787817770.311012370.011526280.013803140.013200051245.464040.031809890.17489835 2029 2029WorkerWorker 0.011920210.0519570340.804643170.002692970.001307240.00120239272.4176370.002986540.00503952 Daily Haul Days Work Hours One-Way Regional Emissions
Construction Phase One-Way per Phase per Day Trip Distance Trips per Day
(days) (hours/day) (miles) ROG NOX CO SO2 PM10 PM2.5 CO2 CH4 N2O CO2e Demolition 2027
Total Haul Trips 828
Hauling 18.4 45 8 26 0.01 1.64 0.48 0.01 0.02 0.02 31.68 0.03 1.51 33.22 Vendor 4 64 8 10.2 0.00 0.10 0.03 0.00 0.00 0.00 3.42 0.00 0.14 3.57 Worker 16 64 8 18.5 0.01 0.04 0.59 0.00 0.00 0.00 5.39 0.00 0.03 5.42 Excavation 2027
Total Haul Trips 5750
Hauling 92 63 8 26 0.07 8.19 2.40 0.07 0.12 0.11 220.03 0.23 10.45 230.71 Vendor 4 65 8 10.2 0.00 0.10 0.03 0.00 0.00 0.00 3.48 0.00 0.14 3.62 Worker 28 65 8 18.5 0.02 0.07 1.03 0.00 0.00 0.00 9.57 0.00 0.06 9.63 Subterranean Work/Concrete2027
Total Haul Trips 1930
Hauling 92 21 8 5.5 0.01 1.73 0.51 0.01 0.03 0.02 15.62 0.02 0.74 16.38 Vendor 76 132 8 10.2 0.03 1.88 0.62 0.02 0.03 0.02 134.16 0.09 5.58 139.84 Worker 362 132 8 18.5 0.21 0.92 13.32 0.04 0.02 0.02 251.34 0.08 1.49 252.91 Framing/Building Enclosure2028
Total Haul Trips 0
Hauling 0 156 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 76 156 8 10.2 0.02 1.78 0.57 0.02 0.02 0.02 154.79 0.10 6.46 161.35 Worker 362 156 8 18.5 0.19 0.84 12.57 0.04 0.02 0.02 290.58 0.08 1.66 292.32 Finishes 2028
Total Haul Trips 0
Hauling 0 157 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 157 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 146 157 8 18.5 0.08 0.34 5.07 0.02 0.01 0.01 117.95 0.03 0.67 118.65 Finishes 2029
Total Haul Trips 0
Hauling 0 78 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 78 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 146 78 8 18.5 0.07 0.31 4.79 0.02 0.01 0.01 57.39 0.02 0.32 57.72 Paving/Site Work 2028
Total Haul Trips 0
Hauling 0 21 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 21 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 21 8 18.5 0.01 0.05 0.69 0.00 0.00 0.00 2.16 0.00 0.01 2.17 Paving/Site Work 2029
Total Haul Trips 0
Hauling 0 65 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 65 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 65 8 18.5 0.01 0.04 0.66 0.00 0.00 0.00 6.55 0.00 0.04 6.59 Regional Emissions
(MT/year)(pounds/day)
Running Emissions Factor
(grams/mile)
Running Emissions Factor
(grams/mile)
5757 Uplander - Parcel 1 Project
Running Emissions
ROG_IDLEX NOx_IDLEX CO_IDLEXSOx_IDLEXPM10_IDLEXPM2.5_IDLEXCO2_IDLEXCH4_IDLEXN2O_IDLEX 2027 2027HaulingHauling 0.075922790.8816961271.199219870.001599730.000470740.00044926181.4423580.034270110.02916541 2027 2027VendorVendor 0.055299650.8996024581.049320750.001675060.000864940.00082645186.5895540.031551730.02918792 2027 2027WorkerWorker 0 0 0 0 0 0 0 0 0
2028 2028HaulingHauling 0.075297880.8577678751.192143390.001560450.000452040.00043133177.3007440.033773640.02851321 2028 2028VendorVendor 0.054328390.8630932281.03958910.001639930.000749880.00071632182.9789320.031347290.02865517 2028 2028WorkerWorker 0 0 0 0 0 0 0 0 0
2029 2029HaulingHauling 0.074617940.8354807211.183999920.001521880.000431430.00041158173.1949440.033239760.02786481 2029 2029VendorVendor 0.053333080.8279994651.027498110.00160130.000652390.00062302178.9516120.031048010.02805443 2029 2029WorkerWorker 0 0 0 0 0 0 0 0 0
Daily Haul Days Work Hours Idling Regional Emissions
Construction Phase One-Way per Phase per Day minutes
Trips per Day
(days) (hours/day) ROG NOX CO SO2 PM10 PM2.5 CO2 CH4 N2O CO2e Demolition 2027
Total Haul Trips 828
Hauling 18.4 45 8 15 0.05 0.54 0.73 0.00 0.00 0.00 2.25 0.01 0.11 2.37 Vendor 4 64 8 15 0.01 0.12 0.14 0.00 0.00 0.00 0.72 0.00 0.03 0.75 Worker 16 64 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation 2027
Total Haul Trips 5750
Hauling 92 63 8 15 0.23 2.68 3.65 0.00 0.00 0.00 15.65 0.07 0.75 16.47 Vendor 4 65 8 15 0.01 0.12 0.14 0.00 0.00 0.00 0.73 0.00 0.03 0.76 Worker 28 65 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete2027
Total Haul Trips 1930
Hauling 92 21 8 15 0.23 2.68 3.65 0.00 0.00 0.00 5.25 0.02 0.25 5.53 Vendor 76 132 8 15 0.14 2.26 2.64 0.00 0.00 0.00 28.08 0.12 1.31 29.51 Worker 362 132 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Framing/Building Enclosure2028
Total Haul Trips 0
Hauling 0 156 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 76 156 8 15 0.14 2.17 2.61 0.00 0.00 0.00 32.54 0.14 1.52 34.20 Worker 362 156 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes 2028
Total Haul Trips 0
Hauling 0 157 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 157 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 146 157 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes 2029
Total Haul Trips 0
Hauling 0 78 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 78 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 146 78 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work 2028
Total Haul Trips 0
Hauling 0 21 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 21 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 21 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work 2029
Total Haul Trips 0
Hauling 0 65 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 65 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 65 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Regional Emissions
(pounds/day) (MT/year)
5757 Uplander - Parcel 1 Project
Idling Emissions
Idling Emissions Factor Idling Emissions Factor
(grams/minute) (grams/minute)
RD PM10_PMBW PM10_PMTW RD PM2.5_PMBWPM2.5_PMTW
2027 2027Hauling Hauling 0.29984991 0.084297987 0.03545106 0.07359952 0.0295043 0.00886277 2027 2027Vendor Vendor 0.29984991 0.063623189 0.02372553 0.07359952 0.02226812 0.00593138 2027 2027Worker Worker 0.29984991 0.009305649 0.008 0.07359952 0.00325698 0.002 2028 2028Hauling Hauling 0.29984991 0.084486989 0.03545475 0.07359952 0.02957045 0.00886369 2028 2028Vendor Vendor 0.29984991 0.063544145 0.02372738 0.07359952 0.02224045 0.00593184 2028 2028Worker Worker 0.29984991 0.009284129 0.008 0.07359952 0.00324945 0.002 2029 2029Hauling Hauling 0.29984991 0.084584422 0.03545835 0.07359952 0.02960455 0.00886459 2029 2029Vendor Vendor 0.29984991 0.063359545 0.02372918 0.07359952 0.02217584 0.00593229 2029 2029Worker Worker 0.29984991 0.00926272 0.008 0.07359952 0.00324195 0.002 Daily Haul Days Work Hours One-Way Regional Emissions
Construction Phase One-Way per Phase per Day Trip Distance Trips per Day
(days) (hours/day) (miles) RD BW TW RD BW TW
Demolition 2027
Total Haul Trips 828
Hauling 18.4 45 8 26 0.32 0.09 0.04 0.08 0.03 0.01
Vendor 4 64 8 10.2 0.03 0.01 0.00 0.01 0.00 0.00
Worker 16 64 8 18.5 0.20 0.01 0.01 0.05 0.00 0.00
Excavation 2027
Total Haul Trips 5750
Hauling 92 63 8 26 1.58 0.44 0.19 0.39 0.16 0.05
Vendor 4 65 8 10.2 0.03 0.01 0.00 0.01 0.00 0.00
Worker 28 65 8 18.5 0.34 0.01 0.01 0.08 0.00 0.00
Subterranean Work/Concrete 2027
Total Haul Trips 1930
Hauling 92 21 8 5.5 0.33 0.09 0.04 0.08 0.03 0.01
Vendor 76 132 8 10.2 0.51 0.11 0.04 0.13 0.04 0.01
Worker 362 132 8 18.5 4.43 0.14 0.12 1.09 0.05 0.03
Framing/Building Enclosure 2028
Total Haul Trips 0
Hauling 0 156 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 76 156 8 10.2 0.51 0.11 0.04 0.13 0.04 0.01
Worker 362 156 8 18.5 4.43 0.14 0.12 1.09 0.05 0.03
Finishes 2028
Total Haul Trips 0
Hauling 0 157 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 157 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 146 157 8 18.5 1.79 0.06 0.05 0.44 0.02 0.01
Finishes 2029
Total Haul Trips 0
Hauling 0 78 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 78 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 146 78 8 18.5 1.79 0.06 0.05 0.44 0.02 0.01
Paving/Site Work 2028
Total Haul Trips 0
Hauling 0 21 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 21 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 20 21 8 18.5 0.24 0.01 0.01 0.06 0.00 0.00
Paving/Site Work 2029
Total Haul Trips 0
Hauling 0 65 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 65 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 20 65 8 18.5 0.24 0.01 0.01 0.06 0.00 0.00
5757 Uplander - Parcel 1 Project
Road Dust, Break Wear, and Tire wear Emissions
Emission Factors
PM10 PM2.5
(grams/mile)
(pounds/day)
PM2.5PM10 I
gal/mile
2027Hauling Hauling 0.15844728
2027Vendor Vendor 0.13458703
2027Worker Worker 0.03577571
2028Hauling Hauling 0.15595442
2028Vendor Vendor 0.13307229
2028Worker Worker 0.03513338
2029Hauling Hauling 0.15353145
2029Vendor Vendor 0.13159181
2029Worker Worker 0.03454545
Daily Haul Days Work Hours One-Way
Construction Phase One-Way per Phase per Day Trip Distance Idling Source Fuel Type Total Fuel Use (gal) Trips per Day per Day Hauling Diesel 28,972
(days) (hours/day) (miles) (minutes) gal/mile gal/day Total Gallons/yr Vendor Diesel 30,573 Demolition 2027 Worker Gasoline 93,493
Hauling 18.4 45 8 26 15 0.16 76 3,411 Fuel Type Total Fuel Use Annual Fuel Use Vendor 4 64 8 10.2 15 0.13 5 351 Diesel 59,545 26,505
Worker 16 64 8 18.5 0 0.04 11 678 Gasoline 93,493 41,616 Excavation 2027
Hauling 92 63 8 26 15 0.16 379 23,877
Vendor 4 65 8 10.2 15 0.13 5 357 Start 1/1/2027
Worker 28 65 8 18.5 0 0.04 19 1,205 End 3/31/2029

2.2 years
Subterranean Work/Concrete 2027
Hauling 92 21 8 5.5 15 0.16 80 1,684
Vendor 76 132 8 10.2 15 0.13 104 13,772
Worker 362 132 8 18.5 0 0.04 240 31,626
Framing/Building Enclosure 2028
Hauling 0 156 8 26 15 0.16 0 0
Vendor 76 156 8 10.2 15 0.13 103 16,093
Worker 362 156 8 18.5 0 0.04 235 36,705
Finishes 2028
Hauling 0 157 8 26 15 0.16 0 0
Vendor 0 157 8 10.2 15 0.13 0 0
Worker 146 157 8 18.5 0 0.04 95 14,899
Finishes 2029
Total Haul Trips 0
Hauling 0 78 8 26 15 0.15 0 0
Vendor 0 78 8 10.2 15 0.13 0 0
Worker 146 78 8 18.5 0 0.03 93 7,278
Paving/Site Work 2028
Total Haul Trips 0
Hauling 0 21 8 26 15 0.16 0 0
Vendor 0 21 8 10.2 15 0.13 0 0
Worker 20 21 8 18.5 0 0.04 13 273
Paving/Site Work 2029
Total Haul Trips 0
Hauling 0 65 8 26 15 0.15 0 0
Vendor 0 65 8 10.2 15 0.13 0 0
Worker 20 65 8 18.5 0 0.03 13 831
Duration of Construction
5757 Uplander - Parcel 1 Project
Total On-Road Fuel Consumption
Regional Emissions
(gallons)
~~l~I ~I ~I ~I -~1111
I I I
Paved Road Dust Emission Factors (Assumes No Precipitation) Formula: EFDust,P = (k (sL)0.91 × (W)1.02)
Where:

EFDust,P =
k = particle size multiplier
sL = road surface silt loading (g/m2)
W =
Emission Factor (grams per VMT)
PM10 PM2.5
k 0.9979 0.2449
sL 0.1 0.1
W 2.4 2.4
EFDust,P 3.00E-01 7.36E-02
Unpaved Road Dust Emission Factors (Assumes No Precipitation) Formula: EFDust,U = (k ( s / 12)1 × (Sp / 30)0.5 / (M / 0.5)0.2) - C) Where:

EFDust,U = Unpaved Road Dust Emission Factor (having the same units as k) k = particle size multiplier
s = surface material silt content (%)
Sp = mean vehicle speed (mph)
M = surface material moisture content (%)
C = Emission Factor for 1980s vehicle fleet exhaust, brake wear, and tire wear Emission Factor (grams per VMT)
PM10 PM2.5
k 816.47 81.65
s 4.3% 4.3%
Sp 15 15
M 0.5% 0.5%
C 0.00047 0.00036
EFDust,U 5.20E+00 5.19E-01
Sources:

SCAQMD, CalEEMod, Version 2022.1.

CARB, Entrained Dust from Paved Road Travel: Emission Estimation Methodology Background Document, (1997).

USEPA, AP-42, Fifth Edition, Volume I, Chapter 13.2.1 - Paved Roads, (2011).

ESA, 2023.
5757 Uplander - Parcel 1 Project
Road Dust
Paved Road Dust Emission Factor (having the same
units as k)
average fleet vehicle weight (tons) (CARB uses 2.4
tons as a fleet average vehicle weight factor)
5757 Uplander Project - Parcel 2
Air Quality Construction Analysis
Unmitigated
Regional Maximums ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2028 0.51 6.39 8.57 0.02 0.15 1.39 1.54 0.14 0.27 0.40 Excavation - 2028 1.24 21.13 25.64 0.11 0.38 2.63 3.00 0.35 0.69 1.04 Subterranean Work/Concrete Structure - 2028 2.08 18.56 29.34 0.12 0.44 5.44 5.87 0.40 1.37 1.77 Subterranean Work/Concrete Structure - 2029 1.77 13.10 24.04 0.10 0.38 4.93 5.31 0.35 1.23 1.59 Framing/Building Enclosure - 2029 0.47 6.00 16.51 0.06 0.09 4.93 5.02 0.08 1.23 1.32 Finishes - 2029 12.03 1.34 5.88 0.02 0.02 1.73 1.76 0.02 0.43 0.45 Finishes - 2030 12.01 1.30 5.64 0.02 0.02 1.73 1.75 0.02 0.43 0.45 Paving/Site Work – 2030 0.82 7.09 11.89 0.02 0.21 0.26 0.47 0.19 0.06 0.26 ROG NOX CO SO2
Fugitive
PM10
Exhaust
PM10 Total PM10
Fugitive
PM2.5
Exhaust
PM2.5
Total
PM2.5
Finishes 2030 + Paving/Site Work 2030 12.83 8.40 17.53 0.04 0.23 1.99 2.22 0.21 0.50 0.71 Project Daily Maximum Emissions 12.83 21.13 29.34 0.12 0.44 5.44 5.87 0.40 1.37 1.77 Threshold 75.0 100.0 550.0 150.0 None None 150.0 None None 55.0 Exceed Threshold (Y/N)? No No No No No No No No No No
Localized Maximum ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2028 0.45 4.77 7.07 0.01 0.13 0.86 0.99 0.12 0.13 0.25 Excavation - 2028 0.92 10.37 18.55 0.03 0.25 0.02 0.27 0.23 0.00 0.24 Subterranean Work/Concrete Structure - 2028 1.49 9.50 10.33 0.04 0.36 0.00 0.36 0.33 0.00 0.33 Subterranean Work/Concrete Structure - 2029 1.46 8.94 10.21 0.04 0.34 0.00 0.34 0.32 0.00 0.32 Framing/Building Enclosure - 2029 0.17 1.84 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 Finishes - 2029 11.96 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 Finishes - 2030 11.96 1.05 1.48 0.00 0.01 0.00 0.01 0.01 0.00 0.01 Paving/Site Work – 2030 0.81 7.05 11.27 0.02 0.21 0.00 0.21 0.19 0.00 0.19 Finishes 2030 + Paving/Site Work 2030 12.76 8.10 12.74 0.03 0.22 0.00 0.22 0.20 0.00 0.20 Project Daily Maximum Emissions 12.76 10.37 18.55 0.04 0.36 0.86 0.99 0.33 0.13 0.33 Threshold 139.4 1072.0 8.9 5.4
lb/day
Overlapping Phases
lb/day
Overlapping Phases
I
I
5757 Uplander Project - Parcel 2
Air Quality Construction Analysis
Unmitigated
ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5 ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10
Total
PM10
Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2028 0.45 4.77 7.07 0.01 0.13 0.86 0.99 0.12 0.13 0.25 0.06 1.61 1.50 0.01 0.02 0.53 0.55 0.02 0.14 0.15 Excavation - 2028 0.92 10.37 18.55 0.03 0.25 0.02 0.27 0.23 0.00 0.24 0.32 10.76 7.08 0.08 0.12 2.61 2.73 0.12 0.69 0.81 Subterranean Work/Concrete Structure - 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Framing/Building Enclosure - 2029 0.17 1.84 2.69 0.00 0.05 0.00 0.05 0.05 0.00 0.05 0.31 4.17 13.83 0.06 0.04 4.93 4.97 0.04 1.23 1.27 Finishes - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes - 2030 11.96 1.05 1.48 0.00 0.01 0.00 0.01 0.01 0.00 0.01 0.06 0.26 4.17 0.01 0.01 1.73 1.74 0.01 0.43 0.44 Paving/Site Work – 2030 0.81 7.05 11.27 0.02 0.21 0.00 0.21 0.19 0.00 0.19 0.01 0.04 0.62 0.00 0.00 0.26 0.26 0.00 0.06 0.07 Regional Emissions ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Demolition - 2028 0.51 6.39 8.57 0.02 0.15 1.39 1.54 0.14 0.27 0.40 Excavation - 2028 1.24 21.13 25.64 0.11 0.38 2.63 3.00 0.35 0.69 1.04 Subterranean Work/Concrete Structure - 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Framing/Building Enclosure - 2029 0.47 6.00 16.51 0.06 0.09 4.93 5.02 0.08 1.23 1.32 Finishes - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes - 2030 12.01 1.30 5.64 0.02 0.02 1.73 1.75 0.02 0.43 0.45 Paving/Site Work – 2030 0.82 7.09 11.89 0.02 0.21 0.26 0.47 0.19 0.06 0.26 Project Daily Maximum Emissions 12.01 21.13 25.64 0.11 0.38 4.93 5.02 0.35 1.23 1.32 lb/day lb/day
Onsite Emissions Offsite Emissions
Summer

I I I I I I I I I
5757 Uplander Project - Parcel 2
Air Quality Construction Analysis
Unmitigated
ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5 ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10
Total
PM10
Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation - 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2028 1.49 9.50 10.33 0.04 0.36 0.00 0.36 0.33 0.00 0.33 0.59 9.06 19.01 0.08 0.07 5.44 5.51 0.07 1.37 1.44 Subterranean Work/Concrete Structure - 2029 1.46 8.94 10.21 0.04 0.34 0.00 0.34 0.32 0.00 0.32 0.31 4.17 13.83 0.06 0.04 4.93 4.97 0.04 1.23 1.27 Framing/Building Enclosure - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes - 2029 11.96 1.06 1.48 0.00 0.02 0.00 0.02 0.02 0.00 0.02 0.07 0.28 4.40 0.01 0.01 1.73 1.74 0.01 0.43 0.44 Finishes - 2030 11.96 1.05 1.48 0.00 0.01 0.00 0.01 0.01 0.00 0.01 0.06 0.26 4.17 0.01 0.01 1.73 1.74 0.01 0.43 0.44 Paving/Site Work – 2030 0.81 7.05 11.27 0.02 0.21 0.00 0.21 0.19 0.00 0.19 0.01 0.04 0.62 0.00 0.00 0.26 0.26 0.00 0.06 0.07 Regional Emissions ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Demolition - 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation - 2028 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2028 2.08 18.56 29.34 0.12 0.44 5.44 5.87 0.40 1.37 1.77 Subterranean Work/Concrete Structure - 2029 1.77 13.10 24.04 0.10 0.38 4.93 5.31 0.35 1.23 1.59 Framing/Building Enclosure - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes - 2029 12.03 1.34 5.88 0.02 0.02 1.73 1.76 0.02 0.43 0.45 Finishes - 2030 12.01 1.30 5.64 0.02 0.02 1.73 1.75 0.02 0.43 0.45 Paving/Site Work – 2030 0.82 7.09 11.89 0.02 0.21 0.26 0.47 0.19 0.06 0.26 Project Daily Maximum Emissions 12.03 18.56 29.34 0.12 0.44 5.44 5.87 0.40 1.37 1.77 Winter
Onsite Emissions Offsite Emissions
lb/day lb/day

I I I I I I I I I
Daily Haul Days Work Hours One-Way
Construction Phase One-Way per Phase per Day Trip Distance Idling (pounds/day) (MT/yr) Trips per Day per Day PM10 PM10 Total PM2.5 PM2.5 Total Total (days) (hours/day) (miles) (minutes) ROG NOX CO SO2 Dust Exh PM10 Dust Exh PM2.5 CO2e Demolition 2028
Total Haul Trips 164
Hauling 12 15 8 26 15 0.04 1.37 0.77 0.01 0.29 0.02 0.30 0.08 0.01 0.09 6.89 Vendor 4 65 8 10.2 15 0.01 0.21 0.17 0.00 0.03 0.00 0.04 0.01 0.00 0.01 4.29 Worker 16 65 8 18.5 0 0.01 0.04 0.56 0.00 0.21 0.00 0.21 0.05 0.00 0.05 5.38 Total 0.06 1.61 1.50 0.01 0.53 0.02 0.55 0.14 0.02 0.15 16.56 Excavation 2028
Total Haul Trips 2,450
Hauling 92 27 8 26 15 0.30 10.49 5.94 0.07 2.21 0.12 2.33 0.59 0.11 0.71 102.92 Vendor 4 65 8 10.2 15 0.01 0.21 0.17 0.00 0.03 0.00 0.04 0.01 0.00 0.01 4.29 Worker 28 65 8 18.5 0 0.02 0.07 0.97 0.00 0.36 0.00 0.36 0.09 0.00 0.09 9.42 Total 0.32 10.76 7.08 0.08 2.61 0.12 2.73 0.69 0.12 0.81 116.63 Subterranean Work/Concrete 2028
Total Haul Trips 1,072
Hauling 100 11 8 5.5 15 0.26 4.65 4.47 0.02 0.51 0.03 0.54 0.14 0.03 0.16 11.89 Vendor 70 65 8 10.2 15 0.15 3.63 2.94 0.02 0.61 0.02 0.63 0.16 0.02 0.18 75.05 Worker 334 65 8 18.5 0 0.18 0.78 11.60 0.04 4.32 0.02 4.34 1.07 0.02 1.09 112.38 Total 0.59 9.06 19.01 0.08 5.44 0.07 5.51 1.37 0.07 1.44 199.32 Subterranean Work/Concrete 2029
Total Haul Trips 0
Hauling 0 65 8 5.5 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 70 65 8 10.2 15 0.14 3.46 2.87 0.02 0.61 0.02 0.63 0.16 0.02 0.18 73.09 Worker 334 65 8 18.5 0 0.16 0.71 10.96 0.04 4.32 0.02 4.34 1.07 0.02 1.09 110.05 Total 0.31 4.17 13.83 0.06 4.93 0.04 4.97 1.23 0.04 1.27 183.14 Framing/Building Enclosure 2029
Total Haul Trips 0
Hauling 0 156 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 70 156 8 10.2 15 0.14 3.46 2.87 0.02 0.61 0.02 0.63 0.16 0.02 0.18 175.43 Worker 334 156 8 18.5 0 0.16 0.71 10.96 0.04 4.32 0.02 4.34 1.07 0.02 1.09 264.11 Total 0.31 4.17 13.83 0.06 4.93 0.04 4.97 1.23 0.04 1.27 439.54 Finishes 2029
Total Haul Trips 0
Hauling 0 79 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 79 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 134 79 8 18.5 0 0.07 0.28 4.40 0.01 1.73 0.01 1.74 0.43 0.01 0.44 53.66 Total 0.07 0.28 4.40 0.01 1.73 0.01 1.74 0.43 0.01 0.44 53.66 Finishes 2030
Total Haul Trips 0
Hauling 0 155 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 155 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 134 155 8 18.5 0 0.06 0.26 4.17 0.01 1.73 0.01 1.74 0.43 0.01 0.44 103.21 Total 0.06 0.26 4.17 0.01 1.73 0.01 1.74 0.43 0.01 0.44 103.21 Paving/Site Work 2030
Total Haul Trips 0
Hauling 0 86 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 86 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 86 8 18.5 0 0.01 0.04 0.62 0.00 0.26 0.00 0.26 0.06 0.00 0.07 8.55 Total 0.01 0.04 0.62 0.00 0.26 0.00 0.26 0.06 0.00 0.07 8.55 Regional Emissions
5757 Uplander - Parcel 2 Project
Haul Truck Emissions
5757 Uplander - Parcel 2 Project
Construction

I I I I I I I I I I
-
-
-
ROG_RUNEXNOx_RUNEXCO_RUNEXSOx_RUNEXPM10_RUNEXPM2.5_RUNEXCO2_RUNEXCH4_RUNEXN2O_RUNEX 2028 2028HaulingHauling 0.012613391.4937180150.438770310.013055960.022473170.021497141438.298660.057681590.22931835 2028 2028VendorVendor 0.014172981.0388680650.33605310.011853130.014268350.013644911280.012950.033422440.17922194 2028 2028WorkerWorker 0.013147560.0570354590.851670370.002749480.001404480.00129194278.1349040.003253130.00533773 2029 2029HaulingHauling 0.012134721.4348669030.42249260.012735340.02216860.02120591403.606670.054655360.22381566 2029 2029VendorVendor 0.0128196 0.9787817770.311012370.011526280.013803140.013200051245.464040.031809890.17489835 2029 2029WorkerWorker 0.011920210.0519570340.804643170.002692970.001307240.00120239272.4176370.002986540.00503952 2030 2030HaulingHauling 0.011697291.3819057250.405964380.012414890.021835950.020887781368.720070.051705380.2182712 2030 2030VendorVendor 0.01168751 0.9252091 0.289415450.011174120.013362850.012779031208.112340.030232650.17022289 2030 2030WorkerWorker 0.010812410.0472550610.762427470.002640620.001215470.00111789267.1219390.002746230.00476556 Daily Haul Days Work Hours One-Way Regional Emissions
Construction Phase One-Way per Phase per Day Trip Distance Trips per Day
(days) (hours/day) (miles) ROG NOX CO SO2 PM10 PM2.5 CO2 CH4 N2O CO2e Demolition 2028
Total Haul Trips 164
Hauling 12 15 8 26 0.01 1.03 0.30 0.01 0.02 0.01 6.13 0.01 0.29 6.43 Vendor 4 65 8 10.2 0.00 0.09 0.03 0.00 0.00 0.00 3.39 0.00 0.14 3.54 Worker 16 65 8 18.5 0.01 0.04 0.56 0.00 0.00 0.00 5.35 0.00 0.03 5.38 Excavation 2028
Total Haul Trips 2450
Hauling 92 27 8 26 0.07 7.88 2.31 0.07 0.12 0.11 91.62 0.09 4.35 96.06 Vendor 4 65 8 10.2 0.00 0.09 0.03 0.00 0.00 0.00 3.39 0.00 0.14 3.54 Worker 28 65 8 18.5 0.02 0.07 0.97 0.00 0.00 0.00 9.36 0.00 0.05 9.42 Subterranean Work/Concrete2028
Total Haul Trips 1072
Hauling 100 11 8 5.5 0.02 1.81 0.53 0.02 0.03 0.03 8.48 0.01 0.40 8.89 Vendor 70 65 8 10.2 0.02 1.64 0.53 0.02 0.02 0.02 59.41 0.04 2.48 61.92 Worker 334 65 8 18.5 0.18 0.78 11.60 0.04 0.02 0.02 111.71 0.03 0.64 112.38 Subterranean Work/Concrete2029
Total Haul Trips 0
Hauling 0 65 8 5.5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 70 65 8 10.2 0.02 1.54 0.49 0.02 0.02 0.02 57.80 0.04 2.42 60.26 Worker 334 65 8 18.5 0.16 0.71 10.96 0.04 0.02 0.02 109.41 0.03 0.60 110.05 Framing/Building Enclosure2029
Total Haul Trips 0
Hauling 0 156 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 70 156 8 10.2 0.02 1.54 0.49 0.02 0.02 0.02 138.72 0.09 5.81 144.62 Worker 334 156 8 18.5 0.16 0.71 10.96 0.04 0.02 0.02 262.59 0.07 1.45 264.11 Finishes 2029
Total Haul Trips 0
Hauling 0 79 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 79 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 134 79 8 18.5 0.07 0.28 4.40 0.01 0.01 0.01 53.35 0.01 0.29 53.66 Finishes 2030
Total Haul Trips 0
Hauling 0 155 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 155 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 134 155 8 18.5 0.06 0.26 4.17 0.01 0.01 0.01 102.64 0.03 0.55 103.21 Paving/Site Work 2030
Total Haul Trips 0
Hauling 0 86 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 86 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 86 8 18.5 0.01 0.04 0.62 0.00 0.00 0.00 8.50 0.00 0.05 8.55 Regional Emissions
(MT/year)(pounds/day)
Running Emissions Factor
(grams/mile)
Running Emissions Factor
(grams/mile)
5757 Uplander - Parcel 2 Project
Running Emissions
ROG_IDLEX NOx_IDLEX CO_IDLEXSOx_IDLEXPM10_IDLEXPM2.5_IDLEXCO2_IDLEXCH4_IDLEXN2O_IDLEX 2028 2028HaulingHauling 0.075297880.8577678751.192143390.001560450.000452040.00043133177.3007440.033773640.02851321 2028 2028VendorVendor 0.054328390.8630932281.03958910.001639930.000749880.00071632182.9789320.031347290.02865517 2028 2028WorkerWorker 0 0 0 0 0 0 0 0 0
2029 2029HaulingHauling 0.074617940.8354807211.183999920.001521880.000431430.00041158173.1949440.033239760.02786481 2029 2029VendorVendor 0.053333080.8279994651.027498110.00160130.000652390.00062302178.9516120.031048010.02805443 2029 2029WorkerWorker 0 0 0 0 0 0 0 0 0
2030 2030HaulingHauling 0.073911440.8160077941.174937440.00148460.000413310.00039421169.1861610.032693730.0272299 2030 2030VendorVendor 0.052324720.7952997631.013218230.001559660.000571710.0005458174.5617240.030674620.02739395 2030 2030WorkerWorker 0 0 0 0 0 0 0 0 0
Daily Haul Days Work Hours Idling Regional Emissions
Construction Phase One-Way per Phase per Day minutes
Trips per Day
(days) (hours/day) ROG NOX CO SO2 PM10 PM2.5 CO2 CH4 N2O CO2e Demolition 2028
Total Haul Trips 164
Hauling 12 15 8 15 0.03 0.34 0.47 0.00 0.00 0.00 0.44 0.00 0.02 0.46 Vendor 4 65 8 15 0.01 0.11 0.14 0.00 0.00 0.00 0.71 0.00 0.03 0.75 Worker 16 65 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation 2028
Total Haul Trips 2450
Hauling 92 27 8 15 0.23 2.61 3.63 0.00 0.00 0.00 6.52 0.03 0.31 6.86 Vendor 4 65 8 15 0.01 0.11 0.14 0.00 0.00 0.00 0.71 0.00 0.03 0.75 Worker 28 65 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete2028
Total Haul Trips 1072
Hauling 100 11 8 15 0.25 2.84 3.94 0.01 0.00 0.00 2.85 0.01 0.14 3.00 Vendor 70 65 8 15 0.13 2.00 2.41 0.00 0.00 0.00 12.49 0.05 0.58 13.12 Worker 334 65 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete2029
Total Haul Trips 0
Hauling 0 65 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 70 65 8 15 0.12 1.92 2.38 0.00 0.00 0.00 12.21 0.05 0.57 12.84 Worker 334 65 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Framing/Building Enclosure2029
Total Haul Trips 0
Hauling 0 156 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 70 156 8 15 0.12 1.92 2.38 0.00 0.00 0.00 29.31 0.13 1.37 30.81 Worker 334 156 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes 2029
Total Haul Trips 0
Hauling 0 79 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 79 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 134 79 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes 2030
Total Haul Trips 0
Hauling 0 155 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 155 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 134 155 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work 2030
Total Haul Trips 0
Hauling 0 86 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 86 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 86 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Regional Emissions
(pounds/day) (MT/year)
5757 Uplander - Parcel 2 Project
Idling Emissions
Idling Emissions Factor Idling Emissions Factor
(grams/minute) (grams/minute)
RD PM10_PMBW PM10_PMTW RD PM2.5_PMBWPM2.5_PMTW
2028 2028Hauling Hauling 0.29984991 0.084486989 0.03545475 0.07359952 0.02957045 0.00886369 2028 2028Vendor Vendor 0.29984991 0.063544145 0.02372738 0.07359952 0.02224045 0.00593184 2028 2028Worker Worker 0.29984991 0.009284129 0.008 0.07359952 0.00324945 0.002 2029 2029Hauling Hauling 0.29984991 0.084584422 0.03545835 0.07359952 0.02960455 0.00886459 2029 2029Vendor Vendor 0.29984991 0.063359545 0.02372918 0.07359952 0.02217584 0.00593229 2029 2029Worker Worker 0.29984991 0.00926272 0.008 0.07359952 0.00324195 0.002 2030 2030Hauling Hauling 0.29984991 0.08460378 0.03546191 0.07359952 0.02961132 0.00886548 2030 2030Vendor Vendor 0.29984991 0.063078834 0.02373095 0.07359952 0.02207759 0.00593274 2030 2030Worker Worker 0.29984991 0.00924132 0.008 0.07359952 0.00323446 0.002 Daily Haul Days Work Hours One-Way Regional Emissions
Construction Phase One-Way per Phase per Day Trip Distance Trips per Day
(days) (hours/day) (miles) RD BW TW RD BW TW
Demolition 2028
Total Haul Trips 164
Hauling 12 15 8 26 0.21 0.06 0.02 0.05 0.02 0.01
Vendor 4 65 8 10.2 0.03 0.01 0.00 0.01 0.00 0.00
Worker 16 65 8 18.5 0.20 0.01 0.01 0.05 0.00 0.00
Excavation 2028
Total Haul Trips 2450
Hauling 92 27 8 26 1.58 0.45 0.19 0.39 0.16 0.05
Vendor 4 65 8 10.2 0.03 0.01 0.00 0.01 0.00 0.00
Worker 28 65 8 18.5 0.34 0.01 0.01 0.08 0.00 0.00
Subterranean Work/Concrete 2028
Total Haul Trips 1072
Hauling 100 11 8 5.5 0.36 0.10 0.04 0.09 0.04 0.01
Vendor 70 65 8 10.2 0.47 0.10 0.04 0.12 0.04 0.01
Worker 334 65 8 18.5 4.08 0.13 0.11 1.00 0.04 0.03
Subterranean Work/Concrete 2029
Total Haul Trips 0
Hauling 0 65 8 5.5 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 70 65 8 10.2 0.47 0.10 0.04 0.12 0.03 0.01
Worker 334 65 8 18.5 4.08 0.13 0.11 1.00 0.04 0.03
Framing/Building Enclosure 2029
Total Haul Trips 0
Hauling 0 156 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 70 156 8 10.2 0.47 0.10 0.04 0.12 0.03 0.01
Worker 334 156 8 18.5 4.08 0.13 0.11 1.00 0.04 0.03
Finishes 2029
Total Haul Trips 0
Hauling 0 79 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 79 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 134 79 8 18.5 1.64 0.05 0.04 0.40 0.02 0.01
Finishes 2030
Total Haul Trips 0
Hauling 0 155 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 155 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 134 155 8 18.5 1.64 0.05 0.04 0.40 0.02 0.01
Paving/Site Work 2030
Total Haul Trips 0
Hauling 0 86 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 86 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 20 86 8 18.5 0.24 0.01 0.01 0.06 0.00 0.00
5757 Uplander - Parcel 2 Project
Road Dust, Break Wear, and Tire wear Emissions
Emission Factors
PM10 PM2.5
(grams/mile)
(pounds/day)
PM2.5PM10 I
gal/mile
2028Hauling Hauling 0.15595442
2028Vendor Vendor 0.13307229
2028Worker Worker 0.03513338
2029Hauling Hauling 0.15353145
2029Vendor Vendor 0.13159181
2029Worker Worker 0.03454545
2030Hauling Hauling 0.15123834
2030Vendor Vendor 0.13016679
2030Worker Worker 0.03400797
Daily Haul Days Work Hours One-Way
Construction Phase One-Way per Phase per Day Trip Distance Idling Source Fuel Type Total Fuel Use (gal) Trips per Day per Day Hauling Diesel 11,746
(days) (hours/day) (miles) (minutes) gal/mile gal/day Total Gallons/yr Vendor Diesel 27,646 Demolition 2028 Worker Gasoline 84,058
Hauling 12 15 8 26 15 0.16 49 730 Fuel Type Total Fuel Use Annual Fuel Use Vendor 4 65 8 10.2 15 0.13 5 353 Diesel 39,392 17,534
Worker 16 65 8 18.5 0 0.04 10 676 Gasoline 84,058 37,416 Excavation 2028
Hauling 92 27 8 26 15 0.16 373 10,072
Vendor 4 65 8 10.2 15 0.13 5 353 Start 4/1/2028
Worker 28 65 8 18.5 0 0.04 18 1,183 End 6/30/2030

2.2 years
Subterranean Work/Concrete 2028
Hauling 100 11 8 5.5 15 0.16 86 944
Vendor 70 65 8 10.2 15 0.13 95 6,176
Worker 334 65 8 18.5 0 0.04 217 14,111
Subterranean Work/Concrete 2029
Hauling 0 65 8 5.5 15 0.15 0 0
Vendor 70 65 8 10.2 15 0.13 94 6,107
Worker 334 65 8 18.5 0 0.03 213 13,875
Framing/Building Enclosure 2029
Hauling 0 156 8 26 15 0.15 0 0
Vendor 70 156 8 10.2 15 0.13 94 14,657
Worker 334 156 8 18.5 0 0.03 213 33,299
Finishes 2029
Total Haul Trips 0
Hauling 0 79 8 26 15 0.15 0 0
Vendor 0 79 8 10.2 15 0.13 0 0
Worker 134 79 8 18.5 0 0.03 86 6,765
Finishes 2030
Total Haul Trips 0
Hauling 0 155 8 26 15 0.15 0 0
Vendor 0 155 8 10.2 15 0.13 0 0
Worker 134 155 8 18.5 0 0.03 84 13,067
Paving/Site Work 2030
Total Haul Trips 0
Hauling 0 86 8 26 15 0.15 0 0
Vendor 0 86 8 10.2 15 0.13 0 0
Worker 20 86 8 18.5 0 0.03 13 1,082
Duration of Construction
5757 Uplander - Parcel 2 Project
Total On-Road Fuel Consumption
Regional Emissions
(gallons)
~~l~I ~I ~I ~I -~1111
I I I
Paved Road Dust Emission Factors (Assumes No Precipitation) Formula: EFDust,P = (k (sL)0.91 × (W)1.02)
Where:

SCAQMD, CalEEMod, Version 2022.1.

CARB, Entrained Dust from Paved Road Travel: Emission Estimation Methodology Background Document, (1997).

USEPA, AP-42, Fifth Edition, Volume I, Chapter 13.2.1 - Paved Roads, (2011).

ESA, 2023.
5757 Uplander - Parcel 2 Project
Road Dust
Paved Road Dust Emission Factor (having the same
units as k)
average fleet vehicle weight (tons) (CARB uses 2.4
tons as a fleet average vehicle weight factor)
5757 Uplander Project - Parcel 3
Air Quality Construction Analysis
Unmitigated
Regional Maximums ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2029 0.52 6.92 8.89 0.03 0.15 2.56 2.71 0.14 0.46 0.60 Excavation - 2029 1.22 20.60 25.46 0.10 0.36 2.65 3.01 0.34 0.70 1.03 Subterranean Work/Concrete Structure - 2030 1.95 16.38 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 Framing/Building Enclosure - 2030 0.45 5.66 15.61 0.06 0.09 4.83 4.92 0.08 1.21 1.29 Finishes - 2031 12.05 1.27 5.36 0.02 0.02 1.71 1.73 0.02 0.42 0.44 Paving/Site Work- 2031 0.78 6.87 11.80 0.02 0.19 0.26 0.45 0.18 0.06 0.24 Project Daily Maximum Emissions12.05 20.60 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 Threshold 75.0 100.0 550.0 150.0 None None 150.0 None None 55.0 Exceed Threshold (Y/N)? No No No No No No No No No No
Localized Maximum ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2029 0.44 4.72 7.07 0.01 0.12 1.89 2.01 0.11 0.29 0.40 Excavation - 2029 0.91 10.23 18.54 0.03 0.24 0.04 0.28 0.22 0.01 0.23 Subterranean Work/Concrete Structure - 2030 1.44 8.61 10.19 0.04 0.33 0.00 0.33 0.31 0.00 0.31 Framing/Building Enclosure - 2030 0.17 1.82 2.68 0.00 0.05 0.00 0.05 0.04 0.00 0.04 Finishes - 2031 11.99 1.04 1.47 0.00 0.01 0.00 0.01 0.01 0.00 0.01 Paving/Site Work- 2031 0.78 6.83 11.21 0.02 0.19 0.00 0.19 0.18 0.00 0.18 Project Daily Maximum Emissions11.99 10.23 18.54 0.04 0.33 1.89 2.01 0.31 0.29 0.40 Threshold 146.2 1157.7 9.6 5.7
lb/day
lb/day
5757 Uplander Project - Parcel 3
Air Quality Construction Analysis
Unmitigated
ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5 ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10
Total
PM10
Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2029 0.44 4.72 7.07 0.01 0.12 1.89 2.01 0.11 0.29 0.40 0.07 2.20 1.82 0.02 0.03 0.67 0.70 0.02 0.18 0.20 Excavation - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2030 1.44 8.61 10.19 0.04 0.33 0.00 0.33 0.31 0.00 0.31 0.51 7.77 16.86 0.07 0.06 5.29 5.35 0.06 1.33 1.39 Framing/Building Enclosure - 2030 0.17 1.82 2.68 0.00 0.05 0.00 0.05 0.04 0.00 0.04 0.28 3.84 12.92 0.06 0.04 4.83 4.87 0.04 1.21 1.25 Finishes - 2031 11.99 1.04 1.47 0.00 0.01 0.00 0.01 0.01 0.00 0.01 0.05 0.23 3.89 0.01 0.01 1.71 1.71 0.01 0.42 0.43 Paving/Site Work- 2031 0.78 6.83 11.21 0.02 0.19 0.00 0.19 0.18 0.00 0.18 0.01 0.03 0.59 0.00 0.00 0.26 0.26 0.00 0.06 0.07 Regional Emissions ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Demolition - 2029 0.52 6.92 8.89 0.03 0.15 2.56 2.71 0.14 0.46 0.60 Excavation - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete Structure - 2030 1.95 16.38 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 Framing/Building Enclosure - 2030 0.45 5.66 15.61 0.06 0.09 4.83 4.92 0.08 1.21 1.29 Finishes - 2031 12.05 1.27 5.36 0.02 0.02 1.71 1.73 0.02 0.42 0.44 Paving/Site Work- 2031 0.78 6.87 11.80 0.02 0.19 0.26 0.45 0.18 0.06 0.24 Project Daily Maximum Emissions 12.05 16.38 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 lb/day lb/day
Onsite Emissions Offsite Emissions
Summer

I I I I I I I I I
5757 Uplander Project - Parcel 3
Air Quality Construction Analysis
Unmitigated
ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5 ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10
Total
PM10
Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Source
Demolition - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation - 2029 0.91 10.23 18.54 0.03 0.24 0.04 0.28 0.22 0.01 0.23 0.31 10.37 6.91 0.08 0.12 2.61 2.73 0.12 0.69 0.81 Subterranean Work/Concrete Structure - 2030 1.44 8.61 10.19 0.04 0.33 0.00 0.33 0.31 0.00 0.31 0.51 7.77 16.86 0.07 0.06 5.29 5.35 0.06 1.33 1.39 Framing/Building Enclosure - 2030 0.17 1.82 2.68 0.00 0.05 0.00 0.05 0.04 0.00 0.04 0.28 3.84 12.92 0.06 0.04 4.83 4.87 0.04 1.21 1.25 Finishes - 2031 11.99 1.04 1.47 0.00 0.01 0.00 0.01 0.01 0.00 0.01 0.05 0.23 3.89 0.01 0.01 1.71 1.71 0.01 0.42 0.43 Paving/Site Work- 2031 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Regional Emissions ROG NOX CO SO2 Exhaust
PM10
Fugitive
PM10 Total PM10 Exhaust
PM2.5
Fugitive
PM2.5
Total
PM2.5
Demolition - 2029 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation - 2029 1.22 20.60 25.46 0.10 0.36 2.65 3.01 0.34 0.70 1.03 Subterranean Work/Concrete Structure - 2030 1.95 16.38 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 Framing/Building Enclosure - 2030 0.45 5.66 15.61 0.06 0.09 4.83 4.92 0.08 1.21 1.29 Finishes - 2031 12.05 1.27 5.36 0.02 0.02 1.71 1.73 0.02 0.42 0.44 Paving/Site Work- 2031 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Project Daily Maximum Emissions 12.05 20.60 27.05 0.11 0.40 5.29 5.69 0.37 1.33 1.70 Winter
Onsite Emissions Offsite Emissions
lb/day lb/day

I I I I I I I I I
Daily Haul Days Work Hours One-Way
Construction Phase One-Way per Phase per Day Trip Distance Idling (pounds/day) (MT/yr) Trips per Day per Day PM10 PM10 Total PM2.5 PM2.5 Total Total (days) (hours/day) (miles) (minutes) ROG NOX CO SO2 Dust Exh PM10 Dust Exh PM2.5 CO2e Demolition 2029
Total Haul Trips 358
Hauling 18 20 8 26 15 0.06 1.97 1.13 0.01 0.43 0.02 0.45 0.11 0.02 0.14 14.68 Vendor 4 65 8 10.2 15 0.01 0.20 0.16 0.00 0.03 0.00 0.04 0.01 0.00 0.01 4.18 Worker 16 65 8 18.5 0 0.01 0.03 0.53 0.00 0.21 0.00 0.21 0.05 0.00 0.05 5.27 Total 0.07 2.20 1.82 0.02 0.67 0.03 0.70 0.18 0.02 0.20 24.13 Excavation 2029
Total Haul Trips 5,750
Hauling 92 63 8 26 15 0.29 10.11 5.83 0.07 2.21 0.12 2.33 0.59 0.11 0.70 235.74 Vendor 4 66 8 10.2 15 0.01 0.20 0.16 0.00 0.03 0.00 0.04 0.01 0.00 0.01 4.24 Worker 28 66 8 18.5 0 0.01 0.06 0.92 0.00 0.36 0.00 0.36 0.09 0.00 0.09 9.37 Total 0.31 10.37 6.91 0.08 2.61 0.12 2.73 0.69 0.12 0.81 249.35 Subterranean Work/Concrete 2030
Total Haul Trips 1,618
Hauling 90 18 8 5.5 15 0.23 3.94 3.94 0.02 0.46 0.03 0.48 0.12 0.02 0.15 17.09 Vendor 68 129 8 10.2 15 0.14 3.20 2.72 0.02 0.59 0.02 0.61 0.16 0.02 0.18 136.85 Worker 328 129 8 18.5 0 0.14 0.63 10.20 0.04 4.24 0.02 4.26 1.05 0.01 1.07 210.26 Total 0.51 7.77 16.86 0.07 5.29 0.06 5.35 1.33 0.06 1.39 364.20 Framing/Building Enclosure 2030
Total Haul Trips 0
Hauling 0 158 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 68 158 8 10.2 15 0.14 3.20 2.72 0.02 0.59 0.02 0.61 0.16 0.02 0.18 167.61 Worker 328 158 8 18.5 0 0.14 0.63 10.20 0.04 4.24 0.02 4.26 1.05 0.01 1.07 257.53 Total 0.28 3.84 12.92 0.06 4.83 0.04 4.87 1.21 0.04 1.25 425.14 Finishes 2031
Total Haul Trips 0
Hauling 0 234 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 234 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 132 234 8 18.5 0 0.05 0.23 3.89 0.01 1.71 0.01 1.71 0.42 0.01 0.43 150.69 Total 0.05 0.23 3.89 0.01 1.71 0.01 1.71 0.42 0.01 0.43 150.69 Paving/Site Work 2031
Total Haul Trips 0
Hauling 0 87 8 26 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 87 8 10.2 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 87 8 18.5 0 0.01 0.03 0.59 0.00 0.26 0.00 0.26 0.06 0.00 0.07 8.49 Total 0.01 0.03 0.59 0.00 0.26 0.00 0.26 0.06 0.00 0.07 8.49 Regional Emissions
5757 Uplander - Parcel 3 Project
Haul Truck Emissions
5757 Uplander - Parcel 3 Project
Construction

I I I I I I I I I I
-
-
ROG_RUNEXNOx_RUNEXCO_RUNEXSOx_RUNEXPM10_RUNEXPM2.5_RUNEXCO2_RUNEXCH4_RUNEXN2O_RUNEX 2029 2029HaulingHauling 0.012134721.4348669030.42249260.012735340.02216860.02120591403.606670.054655360.22381566 2029 2029VendorVendor 0.0128196 0.9787817770.311012370.011526280.013803140.013200051245.464040.031809890.17489835 2029 2029WorkerWorker 0.011920210.0519570340.804643170.002692970.001307240.00120239272.4176370.002986540.00503952 2030 2030HaulingHauling 0.011697291.3819057250.405964380.012414890.021835950.020887781368.720070.051705380.2182712 2030 2030VendorVendor 0.01168751 0.9252091 0.289415450.011174120.013362850.012779031208.112340.030232650.17022289 2030 2030WorkerWorker 0.010812410.0472550610.762427470.002640620.001215470.00111789267.1219390.002746230.00476556 2031 2031HaulingHauling 0.011268271.3317713030.386634160.012094960.021480020.020547411333.315910.048424460.21262163 2031 2031VendorVendor 0.010706940.8749982810.268680240.010794670.012939160.012373941167.577110.028470220.16520071 2031 2031WorkerWorker 0.009774030.0427465980.723055910.002592980.001129290.00103861262.3028370.00252160.00450761 Daily Haul Days Work Hours One-Way Regional Emissions
Construction Phase One-Way per Phase per Day Trip Distance Trips per Day
(days) (hours/day) (miles) ROG NOX CO SO2 PM10 PM2.5 CO2 CH4 N2O CO2e Demolition 2029
Total Haul Trips 358
Hauling 17.9 20 8 26 0.01 1.47 0.43 0.01 0.02 0.02 13.06 0.01 0.62 13.70 Vendor 4 65 8 10.2 0.00 0.09 0.03 0.00 0.00 0.00 3.30 0.00 0.14 3.44 Worker 16 65 8 18.5 0.01 0.03 0.53 0.00 0.00 0.00 5.24 0.00 0.03 5.27 Excavation 2029
Total Haul Trips 5750
Hauling 92 63 8 26 0.06 7.57 2.23 0.07 0.12 0.11 209.84 0.20 9.97 220.01 Vendor 4 66 8 10.2 0.00 0.09 0.03 0.00 0.00 0.00 3.35 0.00 0.14 3.50 Worker 28 66 8 18.5 0.01 0.06 0.92 0.00 0.00 0.00 9.31 0.00 0.05 9.37 Subterranean Work/Concrete2030
Total Haul Trips 1618
Hauling 90 18 8 5.5 0.01 1.51 0.44 0.01 0.02 0.02 12.18 0.01 0.58 12.77 Vendor 68 129 8 10.2 0.02 1.41 0.44 0.02 0.02 0.02 108.10 0.07 4.54 112.70 Worker 328 129 8 18.5 0.14 0.63 10.20 0.04 0.02 0.01 209.10 0.05 1.11 210.26 Framing/Building Enclosure2030
Total Haul Trips 0
Hauling 0 158 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 68 158 8 10.2 0.02 1.41 0.44 0.02 0.02 0.02 132.40 0.08 5.56 138.04 Worker 328 158 8 18.5 0.14 0.63 10.20 0.04 0.02 0.01 256.10 0.07 1.36 257.53 Finishes 2031
Total Haul Trips 0
Hauling 0 234 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 234 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 132 234 8 18.5 0.05 0.23 3.89 0.01 0.01 0.01 149.89 0.04 0.77 150.69 Paving/Site Work 2031
Total Haul Trips 0
Hauling 0 87 8 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 87 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 87 8 18.5 0.01 0.03 0.59 0.00 0.00 0.00 8.44 0.00 0.04 8.49 Regional Emissions
(MT/year)(pounds/day)
Running Emissions Factor
(grams/mile)
Running Emissions Factor
(grams/mile)
5757 Uplander - Parcel 3 Project
Running Emissions
ROG_IDLEX NOx_IDLEX CO_IDLEXSOx_IDLEXPM10_IDLEXPM2.5_IDLEXCO2_IDLEXCH4_IDLEXN2O_IDLEX 2029 2029HaulingHauling 0.074617940.8354807211.183999920.001521880.000431430.00041158173.1949440.033239760.02786481 2029 2029VendorVendor 0.053333080.8279994651.027498110.00160130.000652390.00062302178.9516120.031048010.02805443 2029 2029WorkerWorker 0 0 0 0 0 0 0 0 0
2030 2030HaulingHauling 0.073911440.8160077941.174937440.00148460.000413310.00039421169.1861610.032693730.0272299 2030 2030VendorVendor 0.052324720.7952997631.013218230.001559660.000571710.0005458174.5617240.030674620.02739395 2030 2030WorkerWorker 0 0 0 0 0 0 0 0 0
2031 2031HaulingHauling 0.0732853 0.7995796411.16643820.001450610.000397680.00037924165.4575210.032051860.02663599 2031 2031VendorVendor 0.051308780.7634023390.996834040.001515220.000504370.00048136169.8059620.030119680.02667472 2031 2031WorkerWorker 0 0 0 0 0 0 0 0 0
Daily Haul Days Work Hours Idling Regional Emissions
Construction Phase One-Way per Phase per Day minutes
Trips per Day
(days) (hours/day) ROG NOX CO SO2 PM10 PM2.5 CO2 CH4 N2O CO2e Demolition 2029
Total Haul Trips 358
Hauling 17.9 20 8 15 0.04 0.49 0.70 0.00 0.00 0.00 0.93 0.00 0.04 0.98 Vendor 4 65 8 15 0.01 0.11 0.14 0.00 0.00 0.00 0.70 0.00 0.03 0.73 Worker 16 65 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Excavation 2029
Total Haul Trips 5750
Hauling 92 63 8 15 0.23 2.54 3.60 0.00 0.00 0.00 14.94 0.07 0.72 15.73 Vendor 4 66 8 15 0.01 0.11 0.14 0.00 0.00 0.00 0.71 0.00 0.03 0.74 Worker 28 66 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subterranean Work/Concrete2030
Total Haul Trips 1618
Hauling 90 18 8 15 0.22 2.43 3.50 0.00 0.00 0.00 4.11 0.02 0.20 4.32 Vendor 68 129 8 15 0.12 1.79 2.28 0.00 0.00 0.00 22.97 0.10 1.07 24.14 Worker 328 129 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Framing/Building Enclosure2030
Total Haul Trips 0
Hauling 0 158 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 68 158 8 15 0.12 1.79 2.28 0.00 0.00 0.00 28.13 0.12 1.32 29.57 Worker 328 158 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Finishes 2031
Total Haul Trips 0
Hauling 0 234 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 234 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 132 234 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving/Site Work 2031
Total Haul Trips 0
Hauling 0 87 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0 87 8 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Worker 20 87 8 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Regional Emissions
(pounds/day) (MT/year)
5757 Uplander - Parcel 3 Project
Idling Emissions
Idling Emissions Factor Idling Emissions Factor
(grams/minute) (grams/minute)
RD PM10_PMBW PM10_PMTW RD PM2.5_PMBWPM2.5_PMTW
2029 2029Hauling Hauling 0.29984991 0.084584422 0.03545835 0.07359952 0.02960455 0.00886459 2029 2029Vendor Vendor 0.29984991 0.063359545 0.02372918 0.07359952 0.02217584 0.00593229 2029 2029Worker Worker 0.29984991 0.00926272 0.008 0.07359952 0.00324195 0.002 2030 2030Hauling Hauling 0.29984991 0.08460378 0.03546191 0.07359952 0.02961132 0.00886548 2030 2030Vendor Vendor 0.29984991 0.063078834 0.02373095 0.07359952 0.02207759 0.00593274 2030 2030Worker Worker 0.29984991 0.00924132 0.008 0.07359952 0.00323446 0.002 2031 2031Hauling Hauling 0.29984991 0.084504548 0.03546578 0.07359952 0.02957659 0.00886644 2031 2031Vendor Vendor 0.29984991 0.062682863 0.02373289 0.07359952 0.021939 0.00593322 2031 2031Worker Worker 0.29984991 0.009221285 0.008 0.07359952 0.00322745 0.002 Daily Haul Days Work Hours One-Way Regional Emissions
Construction Phase One-Way per Phase per Day Trip Distance Trips per Day
(days) (hours/day) (miles) RD BW TW RD BW TW
Demolition 2029
Total Haul Trips 358
Hauling 17.9 20 8 26 0.31 0.09 0.04 0.08 0.03 0.01
Vendor 4 65 8 10.2 0.03 0.01 0.00 0.01 0.00 0.00
Worker 16 65 8 18.5 0.20 0.01 0.01 0.05 0.00 0.00
Excavation 2029
Total Haul Trips 5750
Hauling 92 63 8 26 1.58 0.45 0.19 0.39 0.16 0.05
Vendor 4 66 8 10.2 0.03 0.01 0.00 0.01 0.00 0.00
Worker 28 66 8 18.5 0.34 0.01 0.01 0.08 0.00 0.00
Subterranean Work/Concrete 2030
Total Haul Trips 1618
Hauling 90 18 8 5.5 0.33 0.09 0.04 0.08 0.03 0.01
Vendor 68 129 8 10.2 0.46 0.10 0.04 0.11 0.03 0.01
Worker 328 129 8 18.5 4.01 0.12 0.11 0.98 0.04 0.03
Framing/Building Enclosure 2030
Total Haul Trips 0
Hauling 0 158 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 68 158 8 10.2 0.46 0.10 0.04 0.11 0.03 0.01
Worker 328 158 8 18.5 4.01 0.12 0.11 0.98 0.04 0.03
Finishes 2031
Total Haul Trips 0
Hauling 0 234 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 234 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 132 234 8 18.5 1.61 0.05 0.04 0.40 0.02 0.01
Paving/Site Work 2031
Total Haul Trips 0
Hauling 0 87 8 26 0.00 0.00 0.00 0.00 0.00 0.00
Vendor 0 87 8 10.2 0.00 0.00 0.00 0.00 0.00 0.00
Worker 20 87 8 18.5 0.24 0.01 0.01 0.06 0.00 0.00
5757 Uplander - Parcel 3 Project
Road Dust, Break Wear, and Tire wear Emissions
Emission Factors
PM10 PM2.5
(grams/mile)
(pounds/day)
PM2.5PM10 I
gal/mile
2029Hauling Hauling 0.15353145
2029Vendor Vendor 0.13159181
2029Worker Worker 0.03454545
2030Hauling Hauling 0.15123834
2030Vendor Vendor 0.13016679
2030Worker Worker 0.03400797
2031Hauling Hauling 0.1489532
2031Vendor Vendor 0.12871224
2031Worker Worker 0.03351506
Daily Haul Days Work Hours One-Way
Construction Phase One-Way per Phase per Day Trip Distance Idling Source Fuel Type Total Fuel Use (gal) Trips per Day per Day Hauling Diesel 25,913
(days) (hours/day) (miles) (minutes) gal/mile gal/day Total Gallons/yr Vendor Diesel 26,615 Demolition 2029 Worker Gasoline 81,301
Hauling 17.9 20 8 26 15 0.15 71 1,429 Fuel Type Total Fuel Use Annual Fuel Use Vendor 4 65 8 10.2 15 0.13 5 349 Diesel 52,528 23,353
Worker 16 65 8 18.5 0 0.03 10 665 Gasoline 81,301 36,145 Excavation 2029
Hauling 92 63 8 26 15 0.15 367 23,137
Vendor 4 66 8 10.2 15 0.13 5 354 Start 7/1/2029
Worker 28 66 8 18.5 0 0.03 18 1,181 End 9/30/2031

2.2 years
Subterranean Work/Concrete 2030
Hauling 90 18 8 5.5 15 0.15 75 1,348
Vendor 68 129 8 10.2 15 0.13 90 11,647
Worker 328 129 8 18.5 0 0.03 206 26,620
Framing/Building Enclosure 2030
Hauling 0 158 8 26 15 0.15 0 0
Vendor 68 158 8 10.2 15 0.13 90 14,265
Worker 328 158 8 18.5 0 0.03 206 32,605
Finishes 2031
Hauling 0 234 8 26 15 0.15 0 0
Vendor 0 234 8 10.2 15 0.13 0 0
Worker 132 234 8 18.5 0 0.03 82 19,151
Paving/Site Work 2031
Total Haul Trips 0
Hauling 0 87 8 26 15 0.15 0 0
Vendor 0 87 8 10.2 15 0.13 0 0
Worker 20 87 8 18.5 0 0.03 12 1,079
Duration of Construction
5757 Uplander - Parcel 3 Project
Total On-Road Fuel Consumption
Regional Emissions
(gallons)
~~l~I ~I ~I ~I -~1111
I I I
Paved Road Dust Emission Factors (Assumes No Precipitation) Formula: EFDust,P = (k (sL)0.91 × (W)1.02)
Where:

SCAQMD, CalEEMod, Version 2022.1.

CARB, Entrained Dust from Paved Road Travel: Emission Estimation Methodology Background Document, (1997).

USEPA, AP-42, Fifth Edition, Volume I, Chapter 13.2.1 - Paved Roads, (2011).

ESA, 2023.
5757 Uplander - Parcel 3 Project
Road Dust
Paved Road Dust Emission Factor (having the same
units as k)
average fleet vehicle weight (tons) (CARB uses 2.4
tons as a fleet average vehicle weight factor)
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 1 / 35
5757 Uplander - Phase 1 Const 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

3. Construction Emissions Details

3.1. Demolition (2027) - Unmitigated

3.3. Excvation (2027) - Unmitigated

3.5. Subterranean Work/Concrete (2027) - Unmitigated

3.7. Framing/Building Enclosure (2028) - Unmitigated

3.9. Paving/Site Work (2028) - Unmitigated

3.11. Paving/Site Work (2029) - Unmitigated

3.13. Finishes (2028) - Unmitigated
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 2 / 35

3.15. Finishes (2029) - Unmitigated

4. Operations Emissions Details

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

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 3 / 35

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

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

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
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 4 / 35

7.4. Health & Equity Measures

7.5. Evaluation Scorecard

7.6. Health & Equity Custom Measures

8. User Changes to Default Data
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 5 / 35

1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name 5757 Uplander - Phase 1 Const
Construction Start Date 1/1/2027
Lead Agency —
Land Use Scale —
Analysis Level for Defaults County
Windspeed (m/s) 3.50
Precipitation (days) 8.20
Location 5757 Uplander Way, Culver City, CA 90230, USA
County Los Angeles-South Coast
City Culver City
Air District South Coast AQMD
Air Basin South Coast
TAZ 4444
EDFZ 16
Electric Utility Southern California Edison
Gas Utility Southern California Gas
App Version 2022.1.1.29

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
Apartments Mid
Rise
382 Dwelling Unit 2.14 383,673 0.00 — 1,131 —
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 6 / 35
———0.005,7720.001000sqft5.77High Turnover (Sit
Down Restaurant)
Health Club 2.12 1000sqft 0.00 2,120 0.00 — — —
General Office
Building

18.2 1000sqft 0.00 18,228 0.00 — — —
Other Non-Asphalt
Surf
aces

49.3 1000sqft 1.13 0.00 0.00 — — —
Enclosed Parking
with
Elevator
481 Space 0.00 183,173 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. 13.8 13.7 10.5 18.5 0.04 0.39 0.04 0.39 0.36 0.01 0.36 — 3,923 3,923 0.16 0.03 0.00 3,937 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 14.8 14.6 10.2 12.8 0.04 0.39 4.43 4.57 0.36 0.67 0.80 — 3,923 3,923 0.16 0.03 0.00 3,937 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 6.10 6.06 6.40 8.29 0.02 0.21 0.78 1.00 0.20 0.12 0.31 — 2,139 2,139 0.09 0.02 0.00 2,147 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 1.11 1.11 1.17 1.51 < 0.005 0.04 0.14 0.18 0.04 0.02 0.06 — 354 354 0.01 < 0.005 0.00 355 -------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 7 / 35

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)
— — — — — — — — — — — — — — — — — —
2027 1.81 1.52 10.5 18.5 0.04 0.39 0.04 0.39 0.36 0.01 0.36 — 3,923 3,923 0.16 0.03 0.00 3,937 2028 13.8 13.7 1.85 2.69 < 0.005 0.05 0.00 0.05 0.05 0.00 0.05 — 463 463 0.02 < 0.005 0.00 464 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2027 1.81 1.52 10.2 10.4 0.04 0.39 4.43 4.57 0.36 0.67 0.80 — 3,923 3,923 0.16 0.03 0.00 3,937 2028 14.8 14.6 8.47 12.8 0.03 0.26 0.00 0.26 0.24 0.00 0.24 — 2,646 2,646 0.11 0.02 0.00 2,656 2029 14.8 14.6 8.24 12.8 0.03 0.24 0.00 0.24 0.22 0.00 0.22 — 2,645 2,645 0.11 0.02 0.00 2,654 Average
Daily
— — — — — — — — — — — — — — — — — —
2027 0.95 0.80 6.40 8.29 0.02 0.21 0.78 1.00 0.20 0.12 0.31 — 2,139 2,139 0.09 0.02 0.00 2,147 2028 6.10 6.06 1.71 2.48 < 0.005 0.05 0.00 0.05 0.04 0.00 0.04 — 425 425 0.02 < 0.005 0.00 426 2029 3.08 3.05 1.49 2.31 < 0.005 0.04 0.00 0.04 0.04 0.00 0.04 — 472 472 0.02 < 0.005 0.00 474 Annual — — — — — — — — — — — — — — — — — —
2027 0.17 0.15 1.17 1.51 < 0.005 0.04 0.14 0.18 0.04 0.02 0.06 — 354 354 0.01 < 0.005 0.00 355 2028 1.11 1.11 0.31 0.45 < 0.005 0.01 0.00 0.01 0.01 0.00 0.01 — 70.4 70.4 < 0.005 < 0.005 0.00 70.6 2029 0.56 0.56 0.27 0.42 < 0.005 0.01 0.00 0.01 0.01 0.00 0.01 — 78.2 78.2 < 0.005 < 0.005 0.00 78.4

3. Construction Emissions Details

3.1. Demolition (2027) - 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 -------------------
-------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 8 / 35
Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.55 0.46 4.85 7.06 0.01 0.14 — 0.14 0.13 — 0.13 — 1,122 1,122 0.05 0.01 — 1,126 Demoliti
on
— — — — — — 4.43 4.43 — 0.67 0.67 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.10 0.08 0.85 1.24 < 0.005 0.02 — 0.02 0.02 — 0.02 — 197 197 0.01 < 0.005 — 197 Demoliti
on
— — — — — — 0.78 0.78 — 0.12 0.12 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02 0.01 0.16 0.23 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 32.6 32.6 < 0.005 < 0.005 — 32.7 Demoliti
on
— — — — — — 0.14 0.14 — 0.02 0.02 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 9 / 35
——————————————————Daily,
Summer
(Max)
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.3. Excvation (2027) - 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-Roa
d
Equipm
ent

1.12 0.94 10.5 18.5 0.03 0.27 — 0.27 0.25 — 0.25 — 2,941 2,941 0.12 0.02 — 2,951 -------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 10 / 35
———————0.010.01—0.040.04——————Dust
F
rom
Material
Mo
vement
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.20 0.17 1.88 3.30 < 0.005 0.05 — 0.05 0.04 — 0.04 — 524 524 0.02 < 0.005 — 526 Dust
F
rom
Material
Movement
— — — — — — 0.01 0.01 — < 0.005 < 0.005 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.04 0.03 0.34 0.60 < 0.005 0.01 — 0.01 0.01 — 0.01 — 86.7 86.7 < 0.005 < 0.005 — 87.0 Dust
F
rom
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 11 / 35
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.5. Subterranean Work/Concrete (2027) - 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-Roa
d
Equipm
ent

1.81 1.52 10.2 10.4 0.04 0.39 — 0.39 0.36 — 0.36 — 3,923 3,923 0.16 0.03 — 3,937 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 12 / 35
3,937—0.030.163,9233,923—0.36—0.360.39—0.390.0410.410.21.521.81Off-Roa d
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.65 0.55 3.67 3.75 0.01 0.14 — 0.14 0.13 — 0.13 — 1,419 1,419 0.06 0.01 — 1,424 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.12 0.10 0.67 0.68 < 0.005 0.03 — 0.03 0.02 — 0.02 — 235 235 0.01 < 0.005 — 236 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 13 / 35
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.7. Framing/Building Enclosure (2028) - 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-Roa
d
Equipm
ent

0.21 0.17 1.85 2.69 < 0.005 0.05 — 0.05 0.05 — 0.05 — 462 462 0.02 < 0.005 — 463 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.21 0.17 1.85 2.69 < 0.005 0.05 — 0.05 0.05 — 0.05 — 462 462 0.02 < 0.005 — 463 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 14 / 35
198—< 0.0050.01197197—0.02—0.020.02—0.02< 0.0051.150.790.070.09Off-Roa d
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02 0.01 0.14 0.21 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 32.7 32.7 < 0.005 < 0.005 — 32.8 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 15 / 35
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.9. Paving/Site Work (2028) - 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-Roa
d
Equipm
ent

1.03 0.87 7.39 11.3 0.02 0.24 — 0.24 0.22 — 0.22 — 2,467 2,467 0.10 0.02 — 2,476 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.06 0.05 0.45 0.69 < 0.005 0.01 — 0.01 0.01 — 0.01 — 150 150 0.01 < 0.005 — 150 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01 0.01 0.08 0.13 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 24.8 24.8 < 0.005 < 0.005 — 24.9 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 16 / 35
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.11. Paving/Site Work (2029) - 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)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 17 / 35
Off-Roa
Equipment

1.01 0.84 7.18 11.3 0.02 0.22 — 0.22 0.20 — 0.20 — 2,467 2,467 0.10 0.02 — 2,476 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.18 0.15 1.27 1.99 < 0.005 0.04 — 0.04 0.04 — 0.04 — 435 435 0.02 < 0.005 — 436 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.03 0.03 0.23 0.36 < 0.005 0.01 — 0.01 0.01 — 0.01 — 71.9 71.9 < 0.005 < 0.005 — 72.2 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 18 / 35
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.13. Finishes (2028) - 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-Roa
d
Equipm
ent

0.17 0.14 1.08 1.49 < 0.005 0.02 — 0.02 0.02 — 0.02 — 178 178 0.01 < 0.005 — 179 Architect
ur
al
Coating
s

13.6 13.6 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.17 0.14 1.08 1.49 < 0.005 0.02 — 0.02 0.02 — 0.02 — 178 178 0.01 < 0.005 — 179 -------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 19 / 35
————————————————13.613.6Architect
ur
al
Coating
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.07 0.06 0.47 0.64 < 0.005 0.01 — 0.01 0.01 — 0.01 — 76.9 76.9 < 0.005 < 0.005 — 77.2 Architect
ur
al
Coating
s

5.87 5.87 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01 0.01 0.08 0.12 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 12.7 12.7 < 0.005 < 0.005 — 12.8 Architect
ur
al
Coating
s

1.07 1.07 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 20 / 35
——————————————————Daily,
Winter
(Max)
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.15. Finishes (2029) - 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-Roa
d
Equipm
ent

0.17 0.14 1.06 1.48 < 0.005 0.02 — 0.02 0.02 — 0.02 — 178 178 0.01 < 0.005 — 179 -------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 21 / 35
————————————————13.613.6Architect
ur
al
Coating
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.03 0.03 0.22 0.31 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 37.6 37.6 < 0.005 < 0.005 — 37.8 Architect
ur
al
Coating
s

2.87 2.87 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01 0.01 0.04 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 6.23 6.23 < 0.005 < 0.005 — 6.25 Architect
ur
al
Coating
s

0.52 0.52 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 22 / 35
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

4. Operations Emissions Details

4.10. 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) Vegetati
on
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 — — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 23 / 35

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

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 24 / 35
——————————————————Daily,
Winter
(Max)
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
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 Demolition Demolition 1/1/2027 3/31/2027 5.00 64.0 —
Excvation Grading 4/1/2027 6/30/2027 5.00 65.0 —
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 25 / 35
—1325.0012/31/20277/1/2027Building ConstructionSubterranean Work/Concrete
Framing/Building
Enclosure
Building Construction 1/1/2028 6/30/2028 6.00 156 —
Paving/Site Work Paving 12/1/2028 3/31/2029 5.00 86.0 — Finishes Architectural Coating 7/1/2028 3/31/2029 6.00 235 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Demolition Excavators Diesel Average 2.00 8.00 36.0 0.38 Demolition Skid Steer Loaders Diesel Average 3.00 8.00 71.0 0.37 Demolition Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Excvation Bore/Drill Rigs Diesel Average 2.00 8.00 83.0 0.50 Excvation Excavators Diesel Average 2.00 8.00 36.0 0.38 Excvation Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Excvation Rough Terrain Forklifts Diesel Average 2.00 8.00 96.0 0.40 Excvation Skid Steer Loaders Diesel Average 2.00 8.00 71.0 0.37 Excvation Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Subterranean
W
ork/Concrete
Cranes Diesel Average 1.00 8.00 367 0.29
Subterranean
W
ork/Concrete
Generator Sets Diesel Average 1.00 8.00 14.0 0.74
Subterranean
W
ork/Concrete
Pumps Diesel Average 2.00 8.00 11.0 0.74
Subterranean
W
ork/Concrete
Off-Highway Trucks Diesel Average 2.00 8.00 376 0.38
Framing/Building
Enclosure
Cranes Electric Average 1.00 8.00 367 0.29
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 26 / 35
Framing/Building
Enclosure
Rough Terrain Forklifts Diesel Average 1.00 8.00 96.0 0.40 Framing/Building
Enclosure
Generator Sets Diesel Average 1.00 8.00 14.0 0.74
Paving/Site Work Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Paving/Site Work Rollers Diesel Average 1.00 8.00 36.0 0.38 Paving/Site Work Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Paving/Site Work Tractors/Loaders/Back
hoes
Diesel Average 1.00 8.00 84.0 0.37
Paving/Site Work Signal Boards Electric Average 1.00 8.00 6.00 0.82 Paving/Site Work Trenchers Diesel Average 1.00 8.00 40.0 0.50 Paving/Site Work Surfacing Equipment Diesel Average 1.00 8.00 399 0.30 Paving/Site Work Sweepers/Scrubbers Diesel Average 1.00 8.00 36.0 0.46 Finishes Air Compressors Diesel Average 1.00 8.00 37.0 0.48

5.3. Construction Vehicles

5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 0.00 18.5 LDA,LDT1,LDT2
Demolition Vendor 0.00 10.2 HHDT,MHDT
Demolition Hauling 0.00 20.0 HHDT
Demolition Onsite truck — — HHDT
Excvation — — — —
Excvation Worker 0.00 18.5 LDA,LDT1,LDT2
Excvation Vendor 0.00 10.2 HHDT,MHDT
Excvation Hauling 0.00 20.0 HHDT
Excvation Onsite truck — — HHDT
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 27 / 35
Subterranean Work/Concrete — — — —
Subterranean Work/Concrete Worker 0.00 18.5 LDA,LDT1,LDT2 Subterranean Work/Concrete Vendor 0.00 10.2 HHDT,MHDT
Subterranean Work/Concrete Hauling 0.00 20.0 HHDT
Subterranean Work/Concrete Onsite truck — — HHDT
Paving/Site Work — — — —
Paving/Site Work Worker 0.00 18.5 LDA,LDT1,LDT2
Paving/Site Work Vendor — 10.2 HHDT,MHDT
Paving/Site Work Hauling 0.00 20.0 HHDT
Paving/Site Work Onsite truck — — HHDT
Finishes — — — —
Finishes Worker 0.00 18.5 LDA,LDT1,LDT2
Finishes Vendor — 10.2 HHDT,MHDT
Finishes Hauling 0.00 20.0 HHDT
Finishes Onsite truck — — HHDT
Framing/Building Enclosure — — — —
Framing/Building Enclosure Worker 0.00 18.5 LDA,LDT1,LDT2 Framing/Building Enclosure Vendor 0.00 10.2 HHDT,MHDT
Framing/Building Enclosure Hauling 0.00 20.0 HHDT
Framing/Building Enclosure Onsite truck — — HHDT

5.4. Vehicles

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

5.5. Architectural Coatings
Phase Name Residential Interior Area
Coated
(sq ft)
Residential Exterior Area
Coated
(sq ft)
Non-Residential Interior Area
Coated
(sq ft)
Non-Residential Exterior Area
Coated
(sq ft)
Parking Area Coated (sq ft)
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 28 / 35
Finishes 776,938 258,980 121,403 38,636 10,991

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 (Ton of
Debr
is)
Acres Paved (acres)
Demolition 0.00 0.00 0.00 19,867 —
Excvation — 115,000 0.00 0.00 —
Paving/Site Work 0.00 0.00 0.00 0.00 1.13

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 3 74% 74%
Water Demolished Area 2 36% 36%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Apartments Mid Rise — 0%
High Turnover (Sit Down Restaurant) 0.00 0%
Health Club 0.00 0%
General Office Building 0.00 0%
Other Non-Asphalt Surfaces 1.13 0%
Enclosed Parking with Elevator 0.00 100%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Y ear and Emission Factor (lb/MWh)
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 29 / 35
Y ear kWh per Y ear CO2 CH4 N2O
2027 0.00 532 0.03 < 0.005
2028 664 532 0.03 < 0.005
2029 29.4 532 0.03 < 0.005

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)

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 5.27 annual days of extreme heat 5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 30 / 35
Extreme Precipitation 5.20 annual days with precipitation above 20 mm Sea Level Rise — meters of inundation depth
Wildfire 0.00 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from obser
ved 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 receiv
ed 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 1 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 0 0 N/A
Wildfire 1 0 0 N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the g
reatest 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 5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 31 / 35
Temperature and Extreme Heat 1 1 1 2
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 1 1 2
Wildfire 1 1 1 2
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 1 1 1 2
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the g
reatest exposure.

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 —
AQ-Ozone 37.6
AQ-PM 66.0
AQ-DPM 59.9
Drinking Water 25.9
Lead Risk Housing 32.9
Pesticides 0.00
Toxic Releases 82.1
Traffic 93.2
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 32 / 35
Effect Indicators —
CleanUp Sites 78.3
Groundwater 90.0
Haz Waste Facilities/Generators 78.1
Impaired Water Bodies 66.7
Solid Waste 84.7
Sensitive Population —
Asthma 40.7
Cardio-vascular 24.2
Low Birth Weights 67.2
Socioeconomic Factor Indicators —
Education 3.87
Housing 40.9
Linguistic 6.27
Poverty 4.91
Unemployment 49.9

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

Indicator Result for Project Census Tract
Economic —
Above Poverty 75.96561016
Employed 94.55921981
Median HI 69.22879507
Education —
Bachelor's or higher 91.08174002
High school enrollment 100
Preschool enrollment 95.7141024
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 33 / 35
Transportation —
Auto Access 75.69613756
Active commuting 57.01270371
Social —
2-parent households 21.94276915
Voting 84.46041319
Neighborhood —
Alcohol availability 54.74143462
Park access 40.97266778
Retail density 53.88168869
Supermarket access 56.55075067
Tree canopy 51.31528295
Housing —
Homeownership 34.58231746
Housing habitability 47.32452201
Low-inc homeowner severe housing cost burden 35.35223919 Low-inc renter severe housing cost burden 55.01090722
Uncrowded housing 58.11625818
Health Outcomes —
Insured adults 71.16643141
Arthritis 0.0
Asthma ER Admissions 69.6
High Blood Pressure 0.0
Cancer (excluding skin) 0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
Diagnosed Diabetes 0.0
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 34 / 35
Life Expectancy at Birth 79.5
Cognitively Disabled 48.3
Physically Disabled 50.9
Heart Attack ER Admissions 76.9
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 65.7
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors —
Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 59.5
Elderly 53.8
English Speaking 73.2
Foreign-born 56.3
Outdoor Workers 98.2
Climate Change Adaptive Capacity —
Impervious Surface Cover 12.7
Traffic Density 89.9
Traffic Access 74.7
Other Indices —
Hardship 15.0
5757 Uplander - Phase 1 Const Detailed Report, 3/25/2025 35 / 35
Other Decision Support —
2016 Voting 63.0

7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 48.0 Healthy Places Index Score for Project Location (b) 84.0 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
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 Land Uses and size informed from Comprehensive Plan Set and Data Needs Sheet. See assumption
sheet for more details.

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

3. Construction Emissions Details

3.1. Demolition (2028) - Unmitigated

3.3. Excvation (2028) - Unmitigated

3.5. Subterranean Work/Concrete (2028) - Unmitigated

3.7. Subterranean Work/Concrete (2029) - Unmitigated

3.9. Framing/Building Enclosure (2029) - Unmitigated

3.11. Paving/Site Work (2030) - Unmitigated

3.13. Finishes (2029) - Unmitigated
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 2 / 35

3.15. Finishes (2030) - Unmitigated

4. Operations Emissions Details

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

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 3 / 35

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

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

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
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 4 / 35

7.4. Health & Equity Measures

7.5. Evaluation Scorecard

7.6. Health & Equity Custom Measures

8. User Changes to Default Data
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 5 / 35

1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name 5757 Uplander - Phase 2 Const
Construction Start Date 4/1/2028
Lead Agency —
Land Use Scale —
Analysis Level for Defaults County
Windspeed (m/s) 3.50
Precipitation (days) 8.20
Location 5757 Uplander Way, Culver City, CA 90230, USA
County Los Angeles-South Coast
City Culver City
Air District South Coast AQMD
Air Basin South Coast
TAZ 4444
EDFZ 16
Electric Utility Southern California Edison
Gas Utility Southern California Gas
App Version 2022.1.1.29

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
Apartments Mid
Rise
349 Dwelling Unit 1.27 336,171 0.00 — 1,033 —
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 6 / 35
———0.0011,6710.001000sqft11.7General Office
Building
Other Non-Asphalt
Surf
aces

48.4 1000sqft 1.11 0.00 0.00 — — —
Enclosed Parking
with
Elevator
414 Space 0.00 182,286 0.00 — — —
Health Club 1.38 1000sqft 0.00 1,375 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. 12.9 12.8 10.4 18.6 0.03 0.25 0.86 0.99 0.23 0.13 0.25 — 2,940 2,940 0.12 0.02 0.00 2,950 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 12.9 12.8 9.50 12.7 0.04 0.36 0.00 0.36 0.33 0.00 0.33 — 3,927 3,927 0.16 0.03 0.00 3,941 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 5.32 5.27 4.41 6.42 0.01 0.13 0.16 0.29 0.12 0.02 0.15 — 1,430 1,430 0.06 0.01 0.00 1,435 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.97 0.96 0.80 1.17 < 0.005 0.02 0.03 0.05 0.02 < 0.005 0.03 — 237 237 0.01 < 0.005 0.00 238 -------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 7 / 35

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)
— — — — — — — — — — — — — — — — — —
2028 1.10 0.92 10.4 18.6 0.03 0.25 0.86 0.99 0.23 0.13 0.25 — 2,940 2,940 0.12 0.02 0.00 2,950 2029 0.20 0.17 1.84 2.69 < 0.005 0.05 0.00 0.05 0.05 0.00 0.05 — 463 463 0.02 < 0.005 0.00 465 2030 12.9 12.8 8.10 12.7 0.03 0.22 0.00 0.22 0.20 0.00 0.20 — 2,645 2,645 0.11 0.02 0.00 2,654 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2028 1.78 1.49 9.50 10.3 0.04 0.36 0.00 0.36 0.33 0.00 0.33 — 3,925 3,925 0.16 0.03 0.00 3,939 2029 12.0 12.0 8.94 10.2 0.04 0.34 0.00 0.34 0.32 0.00 0.32 — 3,927 3,927 0.16 0.03 0.00 3,941 2030 12.9 12.8 8.10 12.7 0.03 0.22 0.00 0.22 0.20 0.00 0.20 — 2,645 2,645 0.11 0.02 0.00 2,654 Average
Daily
— — — — — — — — — — — — — — — — — —
2028 0.61 0.51 4.41 6.42 0.01 0.13 0.16 0.29 0.12 0.02 0.15 — 1,430 1,430 0.06 0.01 0.00 1,435 2029 2.98 2.91 2.59 3.27 0.01 0.09 0.00 0.09 0.08 0.00 0.08 — 928 928 0.04 0.01 0.00 931 2030 5.32 5.27 2.11 3.28 0.01 0.06 0.00 0.06 0.05 0.00 0.05 — 657 657 0.03 0.01 0.00 659 Annual — — — — — — — — — — — — — — — — — —
2028 0.11 0.09 0.80 1.17 < 0.005 0.02 0.03 0.05 0.02 < 0.005 0.03 — 237 237 0.01 < 0.005 0.00 238 2029 0.54 0.53 0.47 0.60 < 0.005 0.02 0.00 0.02 0.01 0.00 0.01 — 154 154 0.01 < 0.005 0.00 154 2030 0.97 0.96 0.38 0.60 < 0.005 0.01 0.00 0.01 0.01 0.00 0.01 — 109 109 < 0.005 < 0.005 0.00 109

3. Construction Emissions Details

3.1. Demolition (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) -------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 8 / 35
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-Roa
d
Equipm
ent

0.54 0.45 4.77 7.07 0.01 0.13 — 0.13 0.12 — 0.12 — 1,122 1,122 0.05 0.01 — 1,126 Demoliti
on
— — — — — — 0.86 0.86 — 0.13 0.13 — — — — — — —
Onsite
tr
uck

0.10 0.08 0.85 1.26 < 0.005 0.02 — 0.02 0.02 — 0.02 — 200 200 0.01 < 0.005 — 201 Demoliti
on
— — — — — — 0.15 0.15 — 0.02 0.02 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02 0.01 0.16 0.23 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 33.1 33.1 < 0.005 < 0.005 — 33.2 Demoliti
on
— — — — — — 0.03 0.03 — < 0.005 < 0.005 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 9 / 35
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.3. Excvation (2028) - 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-Roa
d
Equipm
ent

1.10 0.92 10.4 18.6 0.03 0.25 — 0.25 0.23 — 0.23 — 2,940 2,940 0.12 0.02 — 2,950 -------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 10 / 35
———————< 0.005< 0.005—0.020.02——————Dust
F
rom
Material
Mo
vement
Onsite
tr
uck

0.20 0.16 1.85 3.30 < 0.005 0.05 — 0.05 0.04 — 0.04 — 524 524 0.02 < 0.005 — 525 Dust
F
rom
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 11 / 35
Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.5. Subterranean Work/Concrete (2028) - 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-Roa
d
Equipm
ent

1.78 1.49 9.50 10.3 0.04 0.36 — 0.36 0.33 — 0.33 — 3,925 3,925 0.16 0.03 — 3,939 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 -------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 12 / 35
——————————————————Average
Daily
Off-Roa
d
Equipm
ent

0.32 0.27 1.71 1.86 0.01 0.07 — 0.07 0.06 — 0.06 — 707 707 0.03 0.01 — 709 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.06 0.05 0.31 0.34 < 0.005 0.01 — 0.01 0.01 — 0.01 — 117 117 < 0.005 < 0.005 — 117 Onsite
tr
uck

3.7. Subterranean Work/Concrete (2029) - 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-Roa
d
Equipm
ent

1.75 1.46 8.94 10.2 0.04 0.34 — 0.34 0.32 — 0.32 — 3,926 3,926 0.16 0.03 — 3,940 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.31 0.26 1.57 1.80 0.01 0.06 — 0.06 0.06 — 0.06 — 691 691 0.03 0.01 — 694 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.06 0.05 0.29 0.33 < 0.005 0.01 — 0.01 0.01 — 0.01 — 114 114 < 0.005 < 0.005 — 115 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 14 / 35
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.9. Framing/Building Enclosure (2029) - 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-Roa
d
Equipm
ent

0.20 0.17 1.84 2.69 < 0.005 0.05 — 0.05 0.05 — 0.05 — 462 462 0.02 < 0.005 — 464 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 15 / 35
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.09 0.07 0.79 1.15 < 0.005 0.02 — 0.02 0.02 — 0.02 — 197 197 0.01 < 0.005 — 198 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02 0.01 0.14 0.21 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 32.7 32.7 < 0.005 < 0.005 — 32.8 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 16 / 35

3.11. Paving/Site Work (2030) - 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-Roa
d
Equipm
ent

0.96 0.81 7.05 11.3 0.02 0.21 — 0.21 0.19 — 0.19 — 2,467 2,467 0.10 0.02 — 2,476 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.96 0.81 7.05 11.3 0.02 0.21 — 0.21 0.19 — 0.19 — 2,467 2,467 0.10 0.02 — 2,476 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.23 0.19 1.66 2.65 0.01 0.05 — 0.05 0.04 — 0.04 — 581 581 0.02 < 0.005 — 583 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 17 / 35
Off-Roa
Equipment

0.04 0.03 0.30 0.48 < 0.005 0.01 — 0.01 0.01 — 0.01 — 96.2 96.2 < 0.005 < 0.005 — 96.6 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.13. Finishes (2029) - 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 -------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 18 / 35
Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.17 0.14 1.06 1.48 < 0.005 0.02 — 0.02 0.02 — 0.02 — 178 178 0.01 < 0.005 — 179 Architect
ur
al
Coating
s

11.8 11.8 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.04 0.03 0.23 0.32 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 38.5 38.5 < 0.005 < 0.005 — 38.6 Architect
ur
al
Coating
s

2.55 2.55 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01 0.01 0.04 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 6.37 6.37 < 0.005 < 0.005 — 6.39 Architect
ur
al
Coating
s

0.47 0.47 — — — — — — — — — — — — — — — —
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 19 / 35
Onsite
tr
uck

3.15. Finishes (2030) - 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)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 20 / 35
179—< 0.0050.01178178—0.01—0.010.01—0.01< 0.0051.481.050.130.16Off-Roa d
Equipm
ent
Architect
ur
al
Coating
s

11.8 11.8 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.16 0.13 1.05 1.48 < 0.005 0.01 — 0.01 0.01 — 0.01 — 178 178 0.01 < 0.005 — 179 Architect
ur
al
Coating
s

11.8 11.8 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.07 0.06 0.44 0.63 < 0.005 0.01 — 0.01 0.01 — 0.01 — 75.7 75.7 < 0.005 < 0.005 — 75.9 Architect
ur
al
Coating
s

5.03 5.03 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 21 / 35

12.6—< 0.005< 0.00512.512.5—< 0.005—< 0.005< 0.005—< 0.005< 0.0050.110.080.010.01Off-Roa d
Equipm
Architect
ur
al
Coating
s

0.92 0.92 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 22 / 35

4. Operations Emissions Details

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 23 / 35
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 — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 24 / 35
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 Demolition Demolition 4/1/2028 6/30/2028 5.00 65.0 —
Excvation Grading 7/1/2028 9/30/2028 5.00 65.0 —
Subterranean
W
ork/Concrete
Building Construction 10/1/2028 3/31/2029 5.00 130 —
Framing/Building
Enclosure
Building Construction 4/1/2029 9/30/2029 6.00 156 —
Paving/Site Work Paving 3/1/2030 6/30/2030 5.00 86.0 —
Finishes Architectural Coating 10/1/2029 6/30/2030 6.00 234 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Demolition Excavators Diesel Average 2.00 8.00 36.0 0.38 Demolition Skid Steer Loaders Diesel Average 3.00 8.00 71.0 0.37 Demolition Generator Sets Diesel Average 1.00 8.00 14.0 0.74 5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 25 / 35
Excvation Bore/Drill Rigs Diesel Average 2.00 8.00 83.0 0.50 Excvation Excavators Diesel Average 2.00 8.00 36.0 0.38 Excvation Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Excvation Rough Terrain Forklifts Diesel Average 2.00 8.00 96.0 0.40 Excvation Skid Steer Loaders Diesel Average 2.00 8.00 71.0 0.37 Excvation Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Subterranean
W
ork/Concrete
Cranes Diesel Average 1.00 8.00 367 0.29
Subterranean
W
ork/Concrete
Generator Sets Diesel Average 1.00 8.00 14.0 0.74
Subterranean
W
ork/Concrete
Pumps Diesel Average 2.00 8.00 11.0 0.74
Subterranean
W
ork/Concrete
Off-Highway Trucks Diesel Average 2.00 8.00 376 0.38
Framing/Building
Enclosure
Cranes Electric Average 1.00 8.00 367 0.29
Framing/Building
Enclosure
Rough Terrain Forklifts Diesel Average 1.00 8.00 96.0 0.40 Framing/Building
Enclosure
Generator Sets Diesel Average 1.00 8.00 14.0 0.74
Paving/Site Work Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Paving/Site Work Rollers Diesel Average 1.00 8.00 36.0 0.38 Paving/Site Work Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Paving/Site Work Tractors/Loaders/Back
hoes
Diesel Average 1.00 8.00 84.0 0.37
Paving/Site Work Signal Boards Electric Average 1.00 8.00 6.00 0.82 Paving/Site Work Trenchers Diesel Average 1.00 8.00 40.0 0.50 Paving/Site Work Surfacing Equipment Diesel Average 1.00 8.00 399 0.30 Paving/Site Work Sweepers/Scrubbers Diesel Average 1.00 8.00 36.0 0.46 Finishes Air Compressors Diesel Average 1.00 8.00 37.0 0.48 5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 26 / 35

5.3. Construction Vehicles

5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 0.00 18.5 LDA,LDT1,LDT2
Demolition Vendor — 10.2 HHDT,MHDT
Demolition Hauling 0.00 20.0 HHDT
Demolition Onsite truck — — HHDT
Excvation — — — —
Excvation Worker 0.00 18.5 LDA,LDT1,LDT2
Excvation Vendor — 10.2 HHDT,MHDT
Excvation Hauling 0.00 20.0 HHDT
Excvation Onsite truck — — HHDT
Subterranean Work/Concrete — — — —
Subterranean Work/Concrete Worker 0.00 18.5 LDA,LDT1,LDT2 Subterranean Work/Concrete Vendor 0.00 10.2 HHDT,MHDT
Subterranean Work/Concrete Hauling 0.00 20.0 HHDT
Subterranean Work/Concrete Onsite truck — — HHDT
Paving/Site Work — — — —
Paving/Site Work Worker 0.00 18.5 LDA,LDT1,LDT2
Paving/Site Work Vendor — 10.2 HHDT,MHDT
Paving/Site Work Hauling 0.00 20.0 HHDT
Paving/Site Work Onsite truck — — HHDT
Finishes — — — —
Finishes Worker 0.00 18.5 LDA,LDT1,LDT2
Finishes Vendor — 10.2 HHDT,MHDT
Finishes Hauling 0.00 20.0 HHDT
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 27 / 35
Finishes Onsite truck — — HHDT
Framing/Building Enclosure — — — —
Framing/Building Enclosure Worker 0.00 18.5 LDA,LDT1,LDT2 Framing/Building Enclosure Vendor 0.00 10.2 HHDT,MHDT
Framing/Building Enclosure Hauling 0.00 20.0 HHDT
Framing/Building Enclosure Onsite truck — — HHDT

5.4. Vehicles

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

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 (Ton of
Debr
is)
Acres Paved (acres)
Demolition 0.00 0.00 0.00 3,927 —
Excvation — 49,000 0.00 0.00 —
Paving/Site Work 0.00 0.00 0.00 0.00 1.11

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 3 74% 74%
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 28 / 35
Water Demolished Area 2 36% 36%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Apartments Mid Rise — 0%
General Office Building 0.00 0%
Other Non-Asphalt Surfaces 1.11 0%
Enclosed Parking with Elevator 0.00 100%
Health Club 0.00 0%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Y ear and Emission Factor (lb/MWh)
Y ear kWh per Y ear CO2 CH4 N2O
2028 0.00 532 0.03 < 0.005
2029 635 532 0.03 < 0.005
2030 29.4 532 0.03 < 0.005

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
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 29 / 35

5.18.2. Sequestration

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

6. Climate Risk Detailed Report

Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 5.27 annual days of extreme heat Extreme Precipitation 5.20 annual days with precipitation above 20 mm Sea Level Rise — meters of inundation depth
Wildfire 0.00 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from obser
ved 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.

6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 0 0 N/A
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 30 / 35
Wildfire 1 0 0 N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the g
reatest exposure.

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

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
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 31 / 35

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

Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 37.6
AQ-PM 66.0
AQ-DPM 59.9
Drinking Water 25.9
Lead Risk Housing 32.9
Pesticides 0.00
Toxic Releases 82.1
Traffic 93.2
Effect Indicators —
CleanUp Sites 78.3
Groundwater 90.0
Haz Waste Facilities/Generators 78.1
Impaired Water Bodies 66.7
Solid Waste 84.7
Sensitive Population —
Asthma 40.7
Cardio-vascular 24.2
Low Birth Weights 67.2
Socioeconomic Factor Indicators —
Education 3.87
Housing 40.9
Linguistic 6.27
Poverty 4.91
Unemployment 49.9
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 32 / 35

Indicator Result for Project Census Tract
Economic —
Above Poverty 75.96561016
Employed 94.55921981
Median HI 69.22879507
Education —
Bachelor's or higher 91.08174002
High school enrollment 100
Preschool enrollment 95.7141024
Transportation —
Auto Access 75.69613756
Active commuting 57.01270371
Social —
2-parent households 21.94276915
Voting 84.46041319
Neighborhood —
Alcohol availability 54.74143462
Park access 40.97266778
Retail density 53.88168869
Supermarket access 56.55075067
Tree canopy 51.31528295
Housing —
Homeownership 34.58231746
Housing habitability 47.32452201
Low-inc homeowner severe housing cost burden 35.35223919 Low-inc renter severe housing cost burden 55.01090722
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 33 / 35
Uncrowded housing 58.11625818
Health Outcomes —
Insured adults 71.16643141
Arthritis 0.0
Asthma ER Admissions 69.6
High Blood Pressure 0.0
Cancer (excluding skin) 0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
Diagnosed Diabetes 0.0
Life Expectancy at Birth 79.5
Cognitively Disabled 48.3
Physically Disabled 50.9
Heart Attack ER Admissions 76.9
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 65.7
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors —
Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 0.0
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 34 / 35
Children 59.5
Elderly 53.8
English Speaking 73.2
Foreign-born 56.3
Outdoor Workers 98.2
Climate Change Adaptive Capacity —
Impervious Surface Cover 12.7
Traffic Density 89.9
Traffic Access 74.7
Other Indices —
Hardship 15.0
Other Decision Support —
2016 Voting 63.0

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

7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.
5757 Uplander - Phase 2 Const Detailed Report, 3/25/2025 35 / 35

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

8. User Changes to Default Data
Screen Justification
Land Use Land Uses and size informed from Comprehensive Plan Set and Data Needs Sheet. See assumption
sheet for more details.

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

3. Construction Emissions Details

3.1. Demolition (2029) - Unmitigated

3.3. Excvation (2029) - Unmitigated

3.5. Subterranean Work/Concrete (2030) - Unmitigated

3.7. Framing/Building Enclosure (2030) - Unmitigated

3.9. Paving/Site Work (2031) - Unmitigated

3.11. Finishes (2031) - Unmitigated

4. Operations Emissions Details
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 2 / 32

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

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 5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 3 / 32

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

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
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 4 / 32

7.6. Health & Equity Custom Measures

8. User Changes to Default Data
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 5 / 32

1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name 5757 Uplander - Phase 3 Const
Construction Start Date 7/1/2029
Lead Agency —
Land Use Scale —
Analysis Level for Defaults County
Windspeed (m/s) 3.50
Precipitation (days) 8.20
Location 5757 Uplander Way, Culver City, CA 90230, USA
County Los Angeles-South Coast
City Culver City
Air District South Coast AQMD
Air Basin South Coast
TAZ 4444
EDFZ 16
Electric Utility Southern California Edison
Gas Utility Southern California Gas
App Version 2022.1.1.29

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
Apartments Mid
Rise
346 Dwelling Unit 1.57 325,351 0.00 — 1,024 —
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 6 / 32
———0.0019,1470.001000sqft19.1General Office
Building
Other Non-Asphalt
Surf
aces

48.8 1000sqft 1.12 0.00 0.00 — — —
Enclosed Parking
with
Elevator
409 Space 0.00 167,202 0.00 — — —
Health Club 2.65 1000sqft 0.00 2,650 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. 12.9 12.8 8.61 12.7 0.04 0.33 1.89 2.01 0.31 0.29 0.40 — 3,927 3,927 0.16 0.03 0.00 3,941 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 12.0 12.0 10.2 18.5 0.04 0.33 0.04 0.33 0.31 0.01 0.31 — 3,927 3,927 0.16 0.03 0.00 3,941 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 7.93 7.87 3.83 4.76 0.02 0.14 0.34 0.41 0.13 0.05 0.13 — 1,588 1,588 0.06 0.01 0.00 1,594 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 1.45 1.44 0.70 0.87 < 0.005 0.03 0.06 0.07 0.02 0.01 0.02 — 263 263 0.01 < 0.005 0.00 264 -------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 7 / 32

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)
— — — — — — — — — — — — — — — — — —
2029 0.53 0.44 4.72 7.07 0.01 0.12 1.89 2.01 0.11 0.29 0.40 — 1,123 1,123 0.05 0.01 0.00 1,127 2030 1.72 1.44 8.61 10.2 0.04 0.33 0.00 0.33 0.31 0.00 0.31 — 3,927 3,927 0.16 0.03 0.00 3,941 2031 12.9 12.8 7.87 12.7 0.03 0.20 0.00 0.20 0.19 0.00 0.19 — 2,645 2,645 0.11 0.02 0.00 2,654 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2029 1.08 0.91 10.2 18.5 0.03 0.24 0.04 0.28 0.22 0.01 0.23 — 2,940 2,940 0.12 0.02 0.00 2,950 2030 1.72 1.44 8.61 10.2 0.04 0.33 0.00 0.33 0.31 0.00 0.31 — 3,927 3,927 0.16 0.03 0.00 3,941 2031 12.0 12.0 1.04 1.47 < 0.005 0.01 0.00 0.01 0.01 0.00 0.01 — 178 178 0.01 < 0.005 0.00 179 Average
Daily
— — — — — — — — — — — — — — — — — —
2029 0.29 0.24 2.69 4.61 0.01 0.07 0.34 0.41 0.06 0.05 0.11 — 732 732 0.03 0.01 0.00 734 2030 0.70 0.58 3.83 4.76 0.02 0.14 0.00 0.14 0.13 0.00 0.13 — 1,588 1,588 0.06 0.01 0.00 1,594 2031 7.93 7.87 2.29 3.62 0.01 0.05 0.00 0.05 0.05 0.00 0.05 — 702 702 0.03 0.01 0.00 705 Annual — — — — — — — — — — — — — — — — — —
2029 0.05 0.04 0.49 0.84 < 0.005 0.01 0.06 0.07 0.01 0.01 0.02 — 121 121 < 0.005 < 0.005 0.00 122 2030 0.13 0.11 0.70 0.87 < 0.005 0.03 0.00 0.03 0.02 0.00 0.02 — 263 263 0.01 < 0.005 0.00 264 2031 1.45 1.44 0.42 0.66 < 0.005 0.01 0.00 0.01 0.01 0.00 0.01 — 116 116 < 0.005 < 0.005 0.00 117

3. Construction Emissions Details

3.1. Demolition (2029) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) -------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 8 / 32
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-Roa
d
Equipm
ent

0.53 0.44 4.72 7.07 0.01 0.12 — 0.12 0.11 — 0.11 — 1,123 1,123 0.05 0.01 — 1,127 Demoliti
on
— — — — — — 1.89 1.89 — 0.29 0.29 — — — — — — —
Onsite
tr
uck

0.09 0.08 0.84 1.26 < 0.005 0.02 — 0.02 0.02 — 0.02 — 200 200 0.01 < 0.005 — 201 Demoliti
on
— — — — — — 0.34 0.34 — 0.05 0.05 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02 0.01 0.15 0.23 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 33.1 33.1 < 0.005 < 0.005 — 33.2 Demoliti
on
— — — — — — 0.06 0.06 — 0.01 0.01 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 9 / 32
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.3. Excvation (2029) - 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)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 10 / 32
2,950—0.020.122,9402,940—0.22—0.220.24—0.240.0318.510.20.911.08Off-Roa d
Equipm
ent
Dust
F
rom
Material
Movement
— — — — — — 0.04 0.04 — 0.01 0.01 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.20 0.16 1.85 3.35 0.01 0.04 — 0.04 0.04 — 0.04 — 532 532 0.02 < 0.005 — 533 Dust
F
rom
Material
Movement
— — — — — — 0.01 0.01 — < 0.005 < 0.005 — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.04 0.03 0.34 0.61 < 0.005 0.01 — 0.01 0.01 — 0.01 — 88.0 88.0 < 0.005 < 0.005 — 88.3 Dust
F
rom
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 11 / 32
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.5. Subterranean Work/Concrete (2030) - 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-Roa
d
Equipm
ent

1.72 1.44 8.61 10.2 0.04 0.33 — 0.33 0.31 — 0.31 — 3,926 3,926 0.16 0.03 — 3,940 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 12 / 32
Off-Roa
Equipment

1.72 1.44 8.61 10.2 0.04 0.33 — 0.33 0.31 — 0.31 — 3,926 3,926 0.16 0.03 — 3,940 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.61 0.51 3.04 3.60 0.01 0.12 — 0.12 0.11 — 0.11 — 1,388 1,388 0.06 0.01 — 1,392 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.11 0.09 0.56 0.66 < 0.005 0.02 — 0.02 0.02 — 0.02 — 230 230 0.01 < 0.005 — 231 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 13 / 32
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.7. Framing/Building Enclosure (2030) - 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-Roa
d
Equipm
ent

0.20 0.17 1.82 2.68 < 0.005 0.05 — 0.05 0.04 — 0.04 — 462 462 0.02 < 0.005 — 464 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.20 0.17 1.82 2.68 < 0.005 0.05 — 0.05 0.04 — 0.04 — 462 462 0.02 < 0.005 — 464 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 14 / 32
201—< 0.0050.01200200—0.02—0.020.02—0.02< 0.0051.160.790.070.09Off-Roa d
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02 0.01 0.14 0.21 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 33.1 33.1 < 0.005 < 0.005 — 33.2 Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 15 / 32
Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.9. Paving/Site Work (2031) - 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-Roa
d
Equipm
ent

0.92 0.78 6.83 11.2 0.02 0.19 — 0.19 0.18 — 0.18 — 2,467 2,467 0.10 0.02 — 2,476 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.22 0.19 1.63 2.67 0.01 0.05 — 0.05 0.04 — 0.04 — 588 588 0.02 < 0.005 — 590 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.04 0.03 0.30 0.49 < 0.005 0.01 — 0.01 0.01 — 0.01 — 97.4 97.4 < 0.005 < 0.005 — 97.7 Paving 0.00 0.00 — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 16 / 32
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.11. Finishes (2031) - 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)
— — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 17 / 32
179—< 0.0050.01178178—0.01—0.010.01—0.01< 0.0051.471.040.130.15Off-Roa d
Equipm
ent
Architect
ur
al
Coating
s

11.9 11.9 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.15 0.13 1.04 1.47 < 0.005 0.01 — 0.01 0.01 — 0.01 — 178 178 0.01 < 0.005 — 179 Architect
ur
al
Coating
s

11.9 11.9 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.10 0.08 0.66 0.94 < 0.005 0.01 — 0.01 0.01 — 0.01 — 114 114 < 0.005 < 0.005 — 115 Architect
ur
al
Coating
s

7.61 7.61 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 18 / 32

19.0—< 0.005< 0.00518.918.9—< 0.005—< 0.005< 0.005—< 0.005< 0.0050.170.120.010.02Off-Roa d
Equipm
Architect
ur
al
Coating
s

1.39 1.39 — — — — — — — — — — — — — — — —
Onsite
tr
uck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 19 / 32

4. Operations Emissions Details

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 20 / 32
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 — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
-------------------
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 21 / 32
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 Demolition Demolition 7/1/2029 9/30/2029 5.00 65.0 —
Excvation Grading 10/1/2029 12/31/2029 5.00 66.0 —
Subterranean
W
ork/Concrete
Building Construction 1/1/2030 6/30/2030 5.00 129 —
Framing/Building
Enclosure
Building Construction 7/1/2030 12/31/2030 6.00 158 —
Paving/Site Work Paving 6/1/2031 9/30/2031 5.00 87.0 —
Finishes Architectural Coating 1/1/2031 9/30/2031 6.00 234 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Demolition Excavators Diesel Average 2.00 8.00 36.0 0.38 Demolition Skid Steer Loaders Diesel Average 3.00 8.00 71.0 0.37 Demolition Generator Sets Diesel Average 1.00 8.00 14.0 0.74 5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 22 / 32
Excvation Bore/Drill Rigs Diesel Average 2.00 8.00 83.0 0.50 Excvation Excavators Diesel Average 2.00 8.00 36.0 0.38 Excvation Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Excvation Rough Terrain Forklifts Diesel Average 2.00 8.00 96.0 0.40 Excvation Skid Steer Loaders Diesel Average 2.00 8.00 71.0 0.37 Excvation Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Subterranean
W
ork/Concrete
Cranes Diesel Average 1.00 8.00 367 0.29
Subterranean
W
ork/Concrete
Generator Sets Diesel Average 1.00 8.00 14.0 0.74
Subterranean
W
ork/Concrete
Pumps Diesel Average 2.00 8.00 11.0 0.74
Subterranean
W
ork/Concrete
Off-Highway Trucks Diesel Average 2.00 8.00 376 0.38
Framing/Building
Enclosure
Cranes Electric Average 1.00 8.00 367 0.29
Framing/Building
Enclosure
Rough Terrain Forklifts Diesel Average 1.00 8.00 96.0 0.40 Framing/Building
Enclosure
Generator Sets Diesel Average 1.00 8.00 14.0 0.74
Paving/Site Work Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Paving/Site Work Rollers Diesel Average 1.00 8.00 36.0 0.38 Paving/Site Work Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Paving/Site Work Tractors/Loaders/Back
hoes
Diesel Average 1.00 8.00 84.0 0.37
Paving/Site Work Signal Boards Electric Average 1.00 8.00 6.00 0.82 Paving/Site Work Trenchers Diesel Average 1.00 8.00 40.0 0.50 Paving/Site Work Surfacing Equipment Diesel Average 1.00 8.00 399 0.30 Paving/Site Work Sweepers/Scrubbers Diesel Average 1.00 8.00 36.0 0.46 Finishes Air Compressors Diesel Average 1.00 8.00 37.0 0.48 5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 23 / 32

5.3. Construction Vehicles

5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 0.00 18.5 LDA,LDT1,LDT2
Demolition Vendor — 10.2 HHDT,MHDT
Demolition Hauling 0.00 20.0 HHDT
Demolition Onsite truck — — HHDT
Excvation — — — —
Excvation Worker 0.00 18.5 LDA,LDT1,LDT2
Excvation Vendor — 10.2 HHDT,MHDT
Excvation Hauling 0.00 20.0 HHDT
Excvation Onsite truck — — HHDT
Subterranean Work/Concrete — — — —
Subterranean Work/Concrete Worker 0.00 18.5 LDA,LDT1,LDT2 Subterranean Work/Concrete Vendor 0.00 10.2 HHDT,MHDT
Subterranean Work/Concrete Hauling 0.00 20.0 HHDT
Subterranean Work/Concrete Onsite truck — — HHDT
Paving/Site Work — — — —
Paving/Site Work Worker 0.00 18.5 LDA,LDT1,LDT2
Paving/Site Work Vendor — 10.2 HHDT,MHDT
Paving/Site Work Hauling 0.00 20.0 HHDT
Paving/Site Work Onsite truck — — HHDT
Finishes — — — —
Finishes Worker 0.00 18.5 LDA,LDT1,LDT2
Finishes Vendor — 10.2 HHDT,MHDT
Finishes Hauling 0.00 20.0 HHDT
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 24 / 32
Finishes Onsite truck — — HHDT
Framing/Building Enclosure — — — —
Framing/Building Enclosure Worker 0.00 18.5 LDA,LDT1,LDT2 Framing/Building Enclosure Vendor 0.00 10.2 HHDT,MHDT
Framing/Building Enclosure Hauling 0.00 20.0 HHDT
Framing/Building Enclosure Onsite truck — — HHDT

5.4. Vehicles

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

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 (Ton of
Debr
is)
Acres Paved (acres)
Demolition 0.00 0.00 0.00 8,591 —
Excvation — 115,000 0.00 0.00 —
Paving/Site Work 0.00 0.00 0.00 0.00 1.12

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 3 74% 74%
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 25 / 32
Water Demolished Area 2 36% 36%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Apartments Mid Rise — 0%
General Office Building 0.00 0%
Other Non-Asphalt Surfaces 1.12 0%
Enclosed Parking with Elevator 0.00 100%
Health Club 0.00 0%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Y ear and Emission Factor (lb/MWh)
Y ear kWh per Y ear CO2 CH4 N2O
2029 0.00 532 0.03 < 0.005
2030 635 532 0.03 < 0.005
2031 29.4 532 0.03 < 0.005

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
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 26 / 32

5.18.2. Sequestration

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

6. Climate Risk Detailed Report

6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 0 0 N/A
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 27 / 32
Wildfire 1 0 0 N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the g
reatest exposure.

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
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 28 / 32

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

Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 37.6
AQ-PM 66.0
AQ-DPM 59.9
Drinking Water 25.9
Lead Risk Housing 32.9
Pesticides 0.00
Toxic Releases 82.1
Traffic 93.2
Effect Indicators —
CleanUp Sites 78.3
Groundwater 90.0
Haz Waste Facilities/Generators 78.1
Impaired Water Bodies 66.7
Solid Waste 84.7
Sensitive Population —
Asthma 40.7
Cardio-vascular 24.2
Low Birth Weights 67.2
Socioeconomic Factor Indicators —
Education 3.87
Housing 40.9
Linguistic 6.27
Poverty 4.91
Unemployment 49.9
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 29 / 32

Indicator Result for Project Census Tract
Economic —
Above Poverty 75.96561016
Employed 94.55921981
Median HI 69.22879507
Education —
Bachelor's or higher 91.08174002
High school enrollment 100
Preschool enrollment 95.7141024
Transportation —
Auto Access 75.69613756
Active commuting 57.01270371
Social —
2-parent households 21.94276915
Voting 84.46041319
Neighborhood —
Alcohol availability 54.74143462
Park access 40.97266778
Retail density 53.88168869
Supermarket access 56.55075067
Tree canopy 51.31528295
Housing —
Homeownership 34.58231746
Housing habitability 47.32452201
Low-inc homeowner severe housing cost burden 35.35223919 Low-inc renter severe housing cost burden 55.01090722
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 30 / 32
Uncrowded housing 58.11625818
Health Outcomes —
Insured adults 71.16643141
Arthritis 0.0
Asthma ER Admissions 69.6
High Blood Pressure 0.0
Cancer (excluding skin) 0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
Diagnosed Diabetes 0.0
Life Expectancy at Birth 79.5
Cognitively Disabled 48.3
Physically Disabled 50.9
Heart Attack ER Admissions 76.9
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 65.7
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors —
Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 0.0
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 31 / 32
Children 59.5
Elderly 53.8
English Speaking 73.2
Foreign-born 56.3
Outdoor Workers 98.2
Climate Change Adaptive Capacity —
Impervious Surface Cover 12.7
Traffic Density 89.9
Traffic Access 74.7
Other Indices —
Hardship 15.0
Other Decision Support —
2016 Voting 63.0

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

7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.
5757 Uplander - Phase 3 Const Detailed Report, 3/25/2025 32 / 32

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

8. User Changes to Default Data
Screen Justification
Land Use Land Uses and size informed from Comprehensive Plan Set and Data Needs Sheet. See assumption
sheet for more details.

Construction: Construction Phases Schedule specified by client Construction: Off-Road Equipment Equipment specified by client Construction: Trips and VMT worker, vendor, and haul trips modeled in emfac (off model) Construction: Architectural Coatings calculated in assumption sheet, see assumptions sheet for more details. 1-3 Construction Health Risk
Assessment
5757 Uplander
Construction Modeling Assumptions
Unmitigated
AERMOD Sources
Area Source
Offroad Construction Exhaust Source
Release Height 5 m SCAQMD, LST Methodology
Initial Vertial Dimension 1.4 m
Emissions rate 1 g/s
Line Volume
Onroad Hauling Exhaust
Release Height 2.55 m USEPA Haul Road Workgroup Final Report Dec 6, 2011, Page 4 Plume Height 5.1 m USEPA Haul Road Workgroup Final Report Dec 6, 2011, Page 4 Plume Width 13 m USEPA Haul Road Workgroup Final Report Dec 6, 2011, Page 4 Emissions rate 1 g/s
5757 Uplander Unmitigated
Health Risk Assessment Exposure Duration Assumptions for Offroad Equipment and Haul Activities Residential Receptors
Start Date 4/1/2028 7/1/2028 7/2/2030
End Date 6/30/2028 7/1/2030 6/28/2044
Days 90 730 5110
Start Date End Date Hrs/Day Duration (days) 3rd Tri 0<2 2<16 Demolition 2027 1/1/2027 3/31/2027 10;12;13 90 0 0 0
Excavation 2027 4/1/2027 6/30/2027 10;12;13 91 0 0 0
Subterranean Work/Concrete Struct 2027 7/1/2027 12/31/2027 10;12;13 184 0 0 0 Framing/Building Enclosure 2028 1/1/2028 6/30/2028 10;12;13 182 91 0 0 Finishes 2028 7/1/2028 12/31/2028 10;12;13 184 0 184 0
Finishes 2029 1/1/2029 3/31/2029 10;12;13 90 0 90 0
Paving/Site Work 2028 12/1/2028 12/31/2028 10;12;13 31 0 31 0 Paving/Site Work 2029 1/1/2029 3/31/2029 10;12;13 90 0 90 0 Demolition 2028 4/1/2028 6/30/2028 10;12;13 91 0 0 0
Grading/Excavation 2028 7/1/2028 9/30/2028 10;12;13 92 0 92 0 Subterranean Work/Concrete Struct 2028 10/1/2028 12/31/2028 10;12;13 92 0 92 0 Subterranean Work/Concrete Struct 2029 1/1/2029 3/31/2029 10;12;13 90 0 90 0 Framing/Building Enclosure 2029 4/1/2029 9/30/2029 10;12;13 183 0 183 0 Finishes 2029 10/1/2029 12/31/2029 10;12;13 92 0 92 0
Finishes 2030 1/1/2030 6/30/2030 10;12;13 181 0 181 0
Paving 2030 3/1/2030 6/30/2030 10;12;13 122 0 122 0
Demolition 2029 7/1/2029 9/30/2029 10;12;13 92 0 92 0
Grading/Excavation 2029 10/1/2029 12/31/2029 10;12;13 92 0 92 0 Subterranean Work/Concrete Struct 2030 1/1/2030 6/30/2030 10;12;13 181 0 181 0 Framing/Building Enclosure 2030 7/1/2030 12/31/2030 10;12;13 184 0 0 183 Finishes 2031 1/1/2031 9/30/2031 10;12;13 273 0 0 273
Paving/Site Work 2031 6/1/2031 9/30/2031 10;12;13 122 0 0 122 2829
Abbreviation UOM 3rd Trimester 0<2 2<16 16<30
DBR L/kg-day 361 1090 572 261
FAH unitless 1 1 1 0.73
EF days/year 0.96 0.96 0.96 0.96
ASF unitless 10 10 3 1
A unitless 11 1 1
CF1 m3/L 0.001 0.001 0.001 0.001
CF2 µg/m3 0.001 0.001 0.001 0.001
CPF mg/kg-day-1 1.1 1.1 1.1 1.1
AT years 70.00 70.00 70.00 70.00
a assume school or daycare will have cancer risk of >1 per million Intake Factor for Inhalation, IF (m3/kg-day) Risk Calculation Part 1, R1 Phase Year 3rd Trimester 0<2 2<16 Equation 3rd Trimester 0<2 2<16 Demolition 2027 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 Excavation 2027 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 Subterranean Work/Concrete Struct 2027 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 Framing/Building Enclosure 2028 1.23E-02 0.00E+00 0.00E+00 1.36E-05 0.00E+00 0.00E+00 Finishes 2028 0.00E+00 7.53E-02 0.00E+00 0.00E+00 8.28E-05 0.00E+00 Finishes 2029 0.00E+00 3.68E-02 0.00E+00 0.00E+00 4.05E-05 0.00E+00 Paving/Site Work 2028 0.00E+00 1.27E-02 0.00E+00 0.00E+00 1.39E-05 0.00E+00 Paving/Site Work 2029 0.00E+00 3.68E-02 0.00E+00 0.00E+00 4.05E-05 0.00E+00 Demolition 2028 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 Grading/Excavation 2028 0.00E+00 3.76E-02 0.00E+00 0.00E+00 4.14E-05 0.00E+00 Subterranean Work/Concrete Struct 2028 0.00E+00 3.76E-02 0.00E+00 0.00E+00 4.14E-05 0.00E+00 Subterranean Work/Concrete Struct 2029 0.00E+00 3.68E-02 0.00E+00 0.00E+00 4.05E-05 0.00E+00 Framing/Building Enclosure 2029 0.00E+00 7.49E-02 0.00E+00 0.00E+00 8.23E-05 0.00E+00 Finishes 2029 0.00E+00 3.76E-02 0.00E+00 0.00E+00 4.14E-05 0.00E+00 Finishes 2030 0.00E+00 7.40E-02 0.00E+00 0.00E+00 8.14E-05 0.00E+00 Paving 2030 0.00E+00 4.99E-02 0.00E+00 0.00E+00 5.49E-05 0.00E+00 Demolition 2029 0.00E+00 3.76E-02 0.00E+00 0.00E+00 4.14E-05 0.00E+00 Grading/Excavation 2029 0.00E+00 3.76E-02 0.00E+00 0.00E+00 4.14E-05 0.00E+00 Subterranean Work/Concrete Struct 2030 0.00E+00 7.40E-02 0.00E+00 0.00E+00 8.14E-05 0.00E+00 Framing/Building Enclosure 2030 0.00E+00 0.00E+00 1.18E-02 0.00E+00 0.00E+00 1.30E-05 Finishes 2031 0.00E+00 0.00E+00 1.76E-02 0.00E+00 0.00E+00 1.94E-05 Paving/Site Work 2031 0.00E+00 0.00E+00 7.87E-03 0.00E+00 0.00E+00 8.65E-06 Equation
Inhalation Absorption Factor
Conversion Factor
Conversion Factor
Cancer Potency Factor (diesel exhaust)
Averaging Time (for residential exposure)
Age Sensitivity Factor
Phase
Risk Factors
Daily Breathing Rate (95th %'ile)
Fraction Of Time At Home
a
Exposure Frequency
𝐷𝐵𝑅 · 𝐹𝐴𝐻 · 𝐸𝐹 · 𝐸𝐷 · 𝐴𝑆𝐹 · 𝐴 · 𝐶𝐹ଵ
𝐴𝑇
𝐼𝐹 · 𝐶𝑃𝐹 · 𝐶𝐹ଶ

I I I I
5757 Uplander Unmitigated
Offroad DPM Emissions, Ground Level Concentrations and Health Risk Calculations Residential Receptors
Start Date End Date Work Days missions (lbs/damissions (lbs/yEmissions (g/s) Demolition 2027 1/1/2027 3/31/2027 64 0.13905 8.899 7.30E-04 Excavation 2027 4/1/2027 6/30/2027 65 0.27225 17.696 1.43E-03 Subterranean Work/Concrete Structu 2027 7/1/2027 12/31/2027 132 0.38805 51.223 2.04E-03 Framing/Building Enclosure 2028 1/1/2028 6/30/2028 156 0.05054 7.884 2.65E-04 Finishes 2028 7/1/2028 12/31/2028 157 0.02048 3.215 1.07E-04 Finishes 2029 1/1/2029 3/31/2029 78 0.01712 1.335 8.99E-05 Paving/Site Work 2028 12/1/2028 12/31/2028 21 0.24160 5.074 1.27E-03 Paving/Site Work 2029 1/1/2029 3/31/2029 65 0.22187 14.421 1.16E-03 Demolition 2028 4/1/2028 6/30/2028 65 0.12971 8.431 6.81E-04 Grading/Excavation 2028 7/1/2028 9/30/2028 65 0.25325 16.461 1.33E-03 Subterranean Work/Concrete Structu 2028 10/1/2028 12/31/2028 65 0.3632 4 23.610 1.91E-03
Subterranean Work/Concrete Structu 2029 1/1/2029 3/31/2029 65 0.34316 22.305 1.80E-03 Framing/Building Enclosure 2029 4/1/2029 9/30/2029 156 0.04911 7.660 2.58E-04 Finishes 2029 10/1/2029 12/31/2029 79 0.01712 1.353 8.99E-05 Finishes 2030 1/1/2030 6/30/2030 155 0.01463 2.267 7.68E-05 Paving 2030 3/1/2030 6/30/2030 86 0.20732 17.830 1.09E-03 Demolition 2029 7/1/2029 9/30/2029 65 0.12351 8.028 6.48E-04 Grading/Excavation 2029 10/1/2029 12/31/2029 66 0.23951 15.808 1.26E-03 Subterranean Work/Concrete Structu 2030 1/1/2030 6/30/2030 129 0.33428 43.122 1.75E-03 Framing/Building Enclosure 2030 7/1/2030 12/31/203
0 158 0.04782 7.555 2.51E-04
Finishes 2031 1/1/2031 9/30/2031 234 0.01257 2.941 6.60E-05 Paving/Site Work 2031 6/1/2031 9/30/2031 87 0.19147 16.658 1.01E-03 2213
Phase I I I I I
Demolition Excavation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes Finishes
Paving/Site
Work
Paving/Site
Work Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Subterranean
Work/Concre
te Structure
Unique Identifier X (UTM) Y (UTM) 2027 2027 2027 2028 2028 2029 2028 2029 2028 2028 2028 2029 3721793761246 372179 3761246 5.25E-04 1.09E-03 1.55E-03 2.12E-04 8.57E-05 1.43E-04 9.13E-04 8.38E-04 7.46E-04 1.53E-03 2.20E-03 2.08E-03 3721893761246 372189 3761246 5.13E-04 1.06E-03 1.51E-03 2.07E-04 8.37E-05 1.40E-04 8.91E-04 8.18E-04 7.23E-04 1.48E-03 2.12E-03 2.00E-03 3721993761246 372199 3761246 5.00E-04 1.03E-03 1.47E-03 2.01E-04 8.16E-05 1.36E-04 8.68E-04 7.97E-04 7.00E-04 1.42E-03 2.04E-03 1.93E-03 3722093761246 372209 3761246 4.86E-04 9.96E-04 1.42E-03 1.96E-04 7.94E-05 1.33E-04 8.45E-04 7.76E-04 6.76E-04 1.37E-03 1.96E-03 1.86E-03 3722193761246 372219 3761246 4.71E-04 9.62E-04 1.37E-03 1.90E-04 7.71E-05 1.29E-04 8.19E-04 7.52E-04 6.53E-04 1.32E-03 1.89E-03 1.78E-03 3722293761246 372229 3761246 4.56E-04 9.29E-04 1.32E-03 1.84E-04 7.47E-05 1.25E-04 7.93E-04 7.28E-04 6.27E-04 1.26E-03 1.81E-03 1.71E-03 3722393761246 372239 3761246 4.43E-04 9.00E-04 1.28E-03 1.79E-04 7.26E-05 1.21E-04 7.71E-04 7.08E-04 6.06E-04 1.21E-03 1.74E-03 1.64E-03 3722493761246 372249 3761246 4.31E-04 8.73E-04 1.24E-03 1.75E-04 7.07E-05 1.18E-04 7.49E-04 6.88E-04 5.86E-04 1.17E-03 1.68E-03 1.58E-03 3722593761246 372259 3761246 4.20E-04 8.47E-04 1.21E-03 1.70E-04 6.89E-05 1.15E-04 7.30E-04 6.70E-04 5.68E-04 1.13E-03 1.62E-03 1.53E-03 3722693761246 372269 3761246 4.09E-04 8.22E-04 1.17E-03 1.66E-04 6.71E-05 1.12E-04 7.10E-04 6.52E-04 5.51E-04 1.09E-03 1.56E-03 1.48E-03 3722793761246 372279 3761246 3.98E-04 7.99E-04 1.14E-03 1.61E-04 6.54E-05 1.09E-04 6.92E-04 6.35E-04 5.34E-04 1.06E-03 1.51E-03 1.43E-03 3722893761246 372289 3761246 3.88E-04 7.77E-04 1.11E-03 1.58E-04 6.38E-05 1.07E-04 6.74E-04 6.19E-04 5.19E-04 1.02E-03 1.47E-03 1.39E-03 3722993761246 372299 3761246 3.78E-04 7.56E-04 1.08E-03 1.54E-04 6.23E-05 1.04E-04 6.58E-04 6.04E-04 5.05E-04 9.92E-04 1.42E-03 1.34E-03 3723193761246 372319 3761246 3.60E-04 7.15E-04 1.02E-03 1.46E-04 5.93E-05 9.93E-05 6.25E-04 5.74E-04 4.77E-04 9.34E-04 1.34E-03 1.26E-03 3723293761246 372329 3761246 3.51E-04 6.96E-04 9.92E-04 1.43E-04 5.79E-05 9.69E-05 6.10E-04 5.60E-04 4.65E-04 9.06E-04 1.30E-03 1.23E-03 3723393761246 372339 3761246 3.42E-04 6.78E-04 9.66E-04 1.40E-04 5.66E-05 9.46E-05 5.95E-04 5.46E-04 4.52E-04 8.80E-04 1.26E-03 1.19E-03 3723493761246 372349 3761246 3.35E-04 6.62E-04 9.43E-04 1.37E-04 5.54E-05 9.27E-05 5.82E-04 5.35E-04 4.42E-04 8.57E-04 1.23E-03 1.16E-03 3723593761246 372359 3761246 3.28E-04 6.46E-04 9.21E-04 1.34E-04 5.43E-05 9.08E-05 5.70E-04 5.23E-04 4.31E-04 8.36E-04 1.20E-03 1.13E-03 3723693761246 372369 3761246 3.21E-04 6.32E-04 9.01E-04 1.31E-04 5.32E-05 8.90E-05 5.58E-04 5.13E-04 4.22E-04 8.16E-04 1.17E-03 1.11E-03 3723793761246 372379 3761246 3.14E-04 6.17E-04 8.80E-04 1.29E-04 5.21E-05 8.72E-05 5.46E-04 5.02E-04 4.12E-04 7.94E-04 1.14E-03 1.08E-03 3723893761246 372389 3761246 3.08E-04 6.03E-04 8.60E-04 1.26E-04 5.11E-05 8.54E-05 5.35E-04 4.91E-04 4.02E-04 7.75E-04 1.11E-03 1.05E-03 3723993761246 372399 3761246 3.02E-04 5.90E-04 8.41E-04 1.24E-04 5.01E-05 8.38E-05 5.24E-04 4.81E-04 3.93E-04 7.56E-04 1.08E-03 1.02E-03 3724093761246 372409 3761246 2.96E-04 5.78E-04 8.24E-04 1.21E-04 4.92E-05 8.22E-05 5.14E-04 4.72E-04 3.84E-04 7.38E-04 1.06E-03 1.00E-03 3724193761246 372419 3761246 2.90E-04 5.66E-04 8.07E-04 1.19E-04 4.83E-05 8.07E-05 5.04E-04 4.63E-04 3.76E-04 7.21E-04 1.03E-03 9.78E-04 3724393761246 372439 3761246 2.79E-04 5.43E-04 7.74E-04 1.15E-04 4.65E-05 7.78E-05 4.85E-04 4.46E-04 3.60E-04 6.89E-04 9.88E-04 9.33E-04 3724493761246 372449 3761246 2.74E-04 5.32E-04 7.58E-04 1.13E-04 4.57E-05 7.64E-05 4.76E-04 4.37E-04 3.52E-04 6.73E-04 9.65E-04 9.12E-04 3724593761246 372459 3761246 2.69E-04 5.22E-04 7.44E-04 1.11E-04 4.49E-05 7.51E-05 4.68E-04 4.29E-04 3.45E-04 6.58E-04 9.43E-04 8.91E-04 3724693761246 372469 3761246 2.64E-04 5.11E-04 7.29E-04 1.09E-04 4.41E-05 7.38E-05 4.59E-04 4.22E-04 3.37E-04 6.43E-04 9.22E-04 8.71E-04 3724793761246 372479 3761246 2.60E-04 5.02E-04 7.15E-04 1.07E-04 4.33E-05 7.25E-05 4.51E-04 4.14E-04 3.30E-04 6.28E-04 9.01E-04 8.51E-04 3724893761246 372489 3761246 2.55E-04 4.92E-04 7.01E-04 1.05E-04 4.26E-05 7.12E-05 4.43E-04 4.07E-04 3.23E-04 6.14E-04 8.81E-04 8.32E-04 3721723761256 372172 3761256 5.59E-04 1.16E-03 1.65E-03 2.25E-04 9.12E-05 1.52E-04 9.71E-04 8.91E-04 8.08E-04 1.66E-03 2.38E-03 2.25E-03 3721793761256 372179 3761256 5.48E-04 1.14E-03 1.62E-03 2.21E-04 8.95E-05 1.50E-04 9.53E-04 8.75E-04 7.88E-04 1.61E-03 2.31E-03 2.19E-03 3721893761256 372189 3761256 5.34E-04 1.10E-03 1.57E-03 2.15E-04 8.72E-05 1.46E-04 9.28E-04 8.52E-04 7.61E-04 1.55E-03 2.23E-03 2.10E-03 3721993761256 372199 3761256 5.20E-04 1.07E-03 1.52E-03 2.10E-04 8.50E-05 1.42E-04 9.04E-04 8.30E-04 7.36E-04 1.49E-03 2.14E-03 2.02E-03 3722093761256 372209 3761256 5.06E-04 1.04E-03 1.48E-03 2.04E-04 8.27E-05 1.38E-04 8.79E-04 8.07E-04 7.11E-04 1.44E-03 2.06E-03 1.95E-03 3722193761256 372219 3761256 4.90E-04 1.00E-03 1.43E-03 1.98E-04 8.03E-05 1.34E-04 8.52E-04 7.82E-04 6.87E-04 1.38E-03 1.98E-03 1.87E-03 3722293761256 372229 3761256 4.75E-04 9.65E-04 1.38E-03 1.92E-04 7.78E-05 1.30E-04 8.25E-04 7.58E-04 6.60E-04 1.32E-03 1.90E-03 1.79E-03 3722393761256 372239 3761256 4.61E-04 9.33E-04 1.33E-03 1.86E-04 7.55E-05 1.26E-04 8.01E-04 7.35E-04 6.37E-04 1.27E-03 1.82E-03 1.72E-03 3722493761256 372249 3761256 4.48E-04 9.05E-04 1.29E-03 1.81E-04 7.35E-05 1.23E-04 7.78E-04 7.15E-04 6.16E-04 1.22E-03 1.76E-03 1.66E-03 3722593761256 372259 3761256 4.35E-04 8.77E-04 1.25E-03 1.77E-04 7.15E-05 1.20E-04 7.57E-04 6.95E-04 5.96E-04 1.18E-03 1.69E-03 1.60E-03 3722693761256 372269 3761256 4.24E-04 8.51E-04 1.21E-03 1.72E-04 6.97E-05 1.17E-04 7.36E-04 6.76E-04 5.78E-04 1.14E-03 1.64E-03 1.55E-03 3722793761256 372279 3761256 4.13E-04 8.26E-04 1.18E-03 1.68E-04 6.79E-05 1.14E-04 7.17E-04 6.58E-04 5.60E-04 1.10E-03 1.58E-03 1.50E-03 3722893761256 372289 3761256 4.02E-04 8.03E-04 1.14E-03 1.63E-04 6.62E-05 1.11E-04 6.98E-04 6.41E-04 5.44E-04 1.07E-03 1.53E-03 1.45E-03 3722993761256 372299 3761256 3.92E-04 7.81E-04 1.11E-03 1.59E-04 6.46E-05 1.08E-04 6.81E-04 6.25E-04 5.29E-04 1.04E-03 1.49E-03 1.41E-03 3723093761256 372309 3761256 3.82E-04 7.60E-04 1.08E-03 1.56E-04 6.30E-05 1.05E-04 6.64E-04 6.10E-04 5.14E-04 1.01E-03 1.44E-03 1.36E-03 3723193761256 372319 3761256 3.73E-04 7.39E-04 1.05E-03 1.52E-04 6.15E-05 1.03E-04 6.47E-04 5.95E-04 5.00E-04 9.76E-04 1.40E-03 1.32E-03 3723293761256 372329 3761256 3.63E-04 7.19E-04 1.02E-03 1.48E-04 6.00E-05 1.00E-04 6.31E-04 5.80E-04 4.87E-04 9.46E-04 1.36E-03 1.28E-03 3723393761256 372339 3761256 3.55E-04 7.00E-04 9.98E-04 1.45E-04 5.87E-05 9.81E-05 6.16E-04 5.66E-04 4.74E-04 9.19E-04 1.32E-03 1.25E-03 3723493761256 372349 3761256 3.46E-04 6.83E-04 9.73E-04 1.42E-04 5.74E-05 9.59E-05 6.02E-04 5.53E-04 4.62E-04 8.94E-04 1.28E-03 1.21E-03 3723593761256 372359 3761256 3.39E-04 6.67E-04 9.50E-04 1.39E-04 5.62E-05 9.40E-05 5.89E-04 5.41E-04 4.51E-04 8.71E-04 1.25E-03 1.18E-03 3723693761256 372369 3761256 3.32E-04 6.52E-04 9.29E-04 1.36E-04 5.51E-05 9.21E-05 5.77E-04 5.30E-04 4.41E-04 8.50E-04 1.22E-03 1.15E-03 3723893761256 372389 3761256 3.18E-04 6.23E-04 8.88E-04 1.31E-04 5.29E-05 8.85E-05 5.53E-04 5.08E-04 4.20E-04 8.07E-04 1.16E-03 1.09E-03 3723993761256 372399 3761256 3.12E-04 6.09E-04 8.68E-04 1.28E-04 5.19E-05 8.67E-05 5.42E-04 4.98E-04 4.10E-04 7.88E-04 1.13E-03 1.07E-03 3724093761256 372409 3761256 3.06E-04 5.96E-04 8.50E-04 1.26E-04 5.09E-05 8.51E-05 5.31E-04 4.88E-04 4.01E-04 7.69E-04 1.10E-03 1.04E-03 3724193761256 372419 3761256 3.00E-04 5.84E-04 8.32E-04 1.23E-04 4.99E-05 8.35E-05 5.21E-04 4.78E-04 3.92E-04 7.50E-04 1.08E-03 1.02E-03 3724293761256 372429 3761256 2.94E-04 5.72E-04 8.15E-04 1.21E-04 4.90E-05 8.20E-05 5.11E-04 4.69E-04 3.84E-04 7.33E-04 1.05E-03 9.93E-04 3724393761256 372439 3761256 2.89E-04 5.60E-04 7.98E-04 1.19E-04 4.81E-05 8.05E-05 5.02E-04 4.61E-04 3.75E-04 7.16E-04 1.03E-03 9.70E-04 3724493761256 372449 3761256 2.83E-04 5.49E-04 7.82E-04 1.17E-04 4.73E-05 7.90E-05 4.92E-04 4.52E-04 3.67E-04 6.99E-04 1.00E-03 9.47E-04 3724593761256 372459 3761256 2.78E-04 5.38E-04 7.66E-04 1.15E-04 4.64E-05 7.76E-05 4.83E-04 4.43E-04 3.59E-04 6.82E-04 9.79E-04 9.25E-04 3724693761256 372469 3761256 2.73E-04 5.27E-04 7.51E-04 1.13E-04 4.56E-05 7.62E-05 4.74E-04 4.35E-04 3.51E-04 6.67E-04 9.56E-04 9.03E-04 3724793761256 372479 3761256 2.68E-04 5.17E-04 7.37E-04 1.11E-04 4.48E-05 7.49E-05 4.65E-04 4.27E-04 3.43E-04 6.51E-04 9.34E-04 8.83E-04 3724893761256 372489 3761256 2.63E-04 5.07E-04 7.22E-04 1.09E-04 4.40E-05 7.36E-05 4.57E-04 4.20E-04 3.36E-04 6.37E-04 9.13E-04 8.62E-04 3721793761266 372179 3761266 5.73E-04 1.18E-03 1.69E-03 2.31E-04 9.36E-05 1.56E-04 9.95E-04 9.14E-04 8.33E-04 1.70E-03 2.44E-03 2.31E-03 3721893761266 372189 3761266 5.57E-04 1.15E-03 1.64E-03 2.25E-04 9.10E-05 1.52E-04 9.68E-04 8.89E-04 8.03E-04 1.63E-03 2.34E-03 2.21E-03 3721993761266 372199 3761266 5.42E-04 1.11E-03 1.58E-03 2.19E-04 8.86E-05 1.48E-04 9.41E-04 8.64E-04 7.76E-04 1.57E-03 2.25E-03 2.13E-03 3722093761266 372209 3761266 5.27E-04 1.08E-03 1.53E-03 2.13E-04 8.62E-05 1.44E-04 9.15E-04 8.40E-04 7.49E-04 1.51E-03 2.16E-03 2.04E-03 3722193761266 372219 3761266 5.10E-04 1.04E-03 1.48E-03 2.06E-04 8.36E-05 1.40E-04 8.86E-04 8.14E-04 7.24E-04 1.45E-03 2.08E-03 1.97E-03 3722293761266 372229 3761266 4.95E-04 1.00E-03 1.43E-03 2.00E-04 8.11E-05 1.36E-04 8.60E-04 7.90E-04 6.97E-04 1.39E-03 2.00E-03 1.89E-03 3722393761266 372239 3761266 4.79E-04 9.69E-04 1.38E-03 1.94E-04 7.87E-05 1.32E-04 8.33E-04 7.65E-04 6.71E-04 1.34E-03 1.91E-03 1.81E-03 3722493761266 372249 3761266 4.66E-04 9.39E-04 1.34E-03 1.89E-04 7.65E-05 1.28E-04 8.09E-04 7.43E-04 6.48E-04 1.29E-03 1.84E-03 1.74E-03 3722593761266 372259 3761266 4.52E-04 9.09E-04 1.30E-03 1.84E-04 7.44E-05 1.24E-04 7.86E-04 7.22E-04 6.27E-04 1.24E-03 1.78E-03 1.68E-03 3722693761266 372269 3761266 4.40E-04 8.82E-04 1.26E-03 1.79E-04 7.24E-05 1.21E-04 7.64E-04 7.02E-04 6.07E-04 1.20E-03 1.72E-03 1.62E-03 3722793761266 372279 3761266 4.28E-04 8.56E-04 1.22E-03 1.74E-04 7.05E-05 1.18E-04 7.44E-04 6.83E-04 5.89E-04 1.16E-03 1.66E-03 1.57E-03 3722893761266 372289 3761266 4.17E-04 8.31E-04 1.18E-03 1.70E-04 6.87E-05 1.15E-04 7.24E-04 6.65E-04 5.71E-04 1.12E-03 1.61E-03 1.52E-03 3722993761266 372299 3761266 4.05E-04 8.06E-04 1.15E-03 1.65E-04 6.69E-05 1.12E-04 7.05E-04 6.47E-04 5.54E-04 1.08E-03 1.55E-03 1.47E-03 3723093761266 372309 3761266 3.96E-04 7.86E-04 1.12E-03 1.61E-04 6.54E-05 1.09E-04 6.88E-04 6.32E-04 5.40E-04 1.05E-03 1.51E-03 1.43E-03 3723293761266 372329 3761266 3.77E-04 7.44E-04 1.06E-03 1.54E-04 6.24E-05 1.04E-04 6.55E-04 6.01E-04 5.11E-04 9.91E-04 1.42E-03 1.34E-03 3723393761266 372339 3761266 3.68E-04 7.25E-04 1.03E-03 1.50E-04 6.09E-05 1.02E-04 6.39E-04 5.87E-04 4.97E-04 9.62E-04 1.38E-03 1.30E-03 3723493761266 372349 3761266 3.59E-04 7.06E-04 1.01E-03 1.47E-04 5.95E-05 9.95E-05 6.24E-04 5.73E-04 4.84E-04 9.35E-04 1.34E-03 1.27E-03 3723593761266 372359 3761266 3.51E-04 6.89E-04 9.82E-04 1.44E-04 5.82E-05 9.74E-05 6.10E-04 5.60E-04 4.72E-04 9.09E-04 1.30E-03 1.23E-03 3723693761266 372369 3761266 3.43E-04 6.73E-04 9.59E-04 1.41E-04 5.70E-05 9.54E-05 5.97E-04 5.48E-04 4.61E-04 8.86E-04 1.27E-03 1.20E-03 3723793761266 372379 3761266 3.37E-04 6.58E-04 9.38E-04 1.38E-04 5.59E-05 9.35E-05 5.85E-04 5.37E-04 4.50E-04 8.64E-04 1.24E-03 1.17E-03 3723893761266 372389 3761266 3.30E-04 6.43E-04 9.17E-04 1.35E-04 5.48E-05 9.17E-05 5.73E-04 5.26E-04 4.39E-04 8.42E-04 1.21E-03 1.14E-03 3723993761266 372399 3761266 3.23E-04 6.29E-04 8.97E-04 1.33E-04 5.38E-05 8.99E-05 5.61E-04 5.15E-04 4.29E-04 8.21E-04 1.18E-03 1.11E-03 3724093761266 372409 3761266 3.16E-04 6.16E-04 8.77E-04 1.30E-04 5.27E-05 8.82E-05 5.50E-04 5.05E-04 4.19E-04 8.01E-04 1.15E-03 1.09E-03 3724193761266 372419 3761266 3.10E-04 6.02E-04 8.58E-04 1.28E-04 5.17E-05 8.65E-05 5.39E-04 4.95E-04 4.09E-04 7.81E-04 1.12E-03 1.06E-03 3724293761266 372429 3761266 3.04E-04 5.90E-04 8.41E-04 1.25E-04 5.08E-05 8.49E-05 5.29E-04 4.85E-04 4.00E-04 7.62E-04 1.09E-03 1.03E-03 3724393761266 372439 3761266 2.99E-04 5.78E-04 8.24E-04 1.23E-04 4.99E-05 8.34E-05 5.19E-04 4.76E-04 3.91E-04 7.45E-04 1.07E-03 1.01E-03 3724493761266 372449 3761266 2.93E-04 5.66E-04 8.07E-04 1.21E-04 4.89E-05 8.18E-05 5.09E-04 4.67E-04 3.82E-04 7.26E-04 1.04E-03 9.84E-04 3724593761266 372459 3761266 2.87E-04 5.55E-04 7.90E-04 1.19E-04 4.80E-05 8.03E-05 4.99E-04 4.58E-04 3.73E-04 7.09E-04 1.02E-03 9.61E-04 3724693761266 372469 3761266 2.82E-04 5.44E-04 7.75E-04 1.16E-04 4.72E-05 7.89E-05 4.90E-04 4.50E-04 3.65E-04 6.92E-04 9.93E-04 9.38E-04 3724793761266 372479 3761266 2.77E-04 5.33E-04 7.59E-04 1.14E-04 4.63E-05 7.75E-05 4.81E-04 4.42E-04 3.57E-04 6.76E-04 9.69E-04 9.16E-04 3724893761266 372489 3761266 2.72E-04 5.22E-04 7.44E-04 1.12E-04 4.55E-05 7.61E-05 4.72E-04 4.33E-04 3.48E-04 6.60E-04 9.46E-04 8.94E-04 3721793761276 372179 3761276 5.99E-04 1.24E-03 1.76E-03 2.42E-04 9.78E-05 1.64E-04 1.04E-03 9.55E-04 8.81E-04 1.80E-03 2.58E-03 2.43E-03 3721893761276 372189 3761276 5.82E-04 1.20E-03 1.70E-03 2.35E-04 9.51E-05 1.59E-04 1.01E-03 9.28E-04 8.49E-04 1.72E-03 2.47E-03 2.33E-03 3721993761276 372199 3761276 5.65E-04 1.16E-03 1.65E-03 2.28E-04 9.25E-05 1.55E-04 9.82E-04 9.02E-04 8.19E-04 1.65E-03 2.37E-03 2.24E-03 3722093761276 372209 3761276 5.49E-04 1.12E-03 1.60E-03 2.22E-04 8.99E-05 1.50E-04 9.54E-04 8.76E-04 7.90E-04 1.59E-03 2.28E-03 2.15E-03 3722193761276 372219 3761276 5.32E-04 1.08E-03 1.54E-03 2.15E-04 8.73E-05 1.46E-04 9.25E-04 8.49E-04 7.63E-04 1.53E-03 2.19E-03 2.07E-03 3722293761276 372229 3761276 5.16E-04 1.04E-03 1.49E-03 2.09E-04 8.46E-05 1.41E-04 8.96E-04 8.23E-04 7.36E-04 1.47E-03 2.10E-03 1.99E-03 3722393761276 372239 3761276 4.99E-04 1.01E-03 1.44E-03 2.03E-04 8.20E-05 1.37E-04 8.68E-04 7.97E-04 7.09E-04 1.41E-03 2.02E-03 1.91E-03 3722493761276 372249 3761276 4.85E-04 9.75E-04 1.39E-03 1.97E-04 7.97E-05 1.33E-04 8.42E-04 7.73E-04 6.84E-04 1.35E-03 1.94E-03 1.83E-03 3722593761276 372259 3761276 4.70E-04 9.44E-04 1.34E-03 1.91E-04 7.74E-05 1.29E-04 8.17E-04 7.51E-04 6.61E-04 1.30E-03 1.87E-03 1.77E-03 3722693761276 372269 3761276 4.57E-04 9.14E-04 1.30E-03 1.86E-04 7.53E-05 1.26E-04 7.94E-04 7.29E-04 6.40E-04 1.26E-03 1.80E-03 1.70E-03 3722793761276 372279 3761276 4.44E-04 8.85E-04 1.26E-03 1.81E-04 7.32E-05 1.22E-04 7.71E-04 7.08E-04 6.19E-04 1.21E-03 1.74E-03 1.64E-03 3722893761276 372289 3761276 4.08E-04 8.15E-04 1.16E-03 1.65E-04 6.70E-05 1.12E-04 7.08E-04 6.51E-04 6.00E-04 1.17E-03 1.68E-03 1.59E-03 3722993761276 372299 3761276 3.95E-04 7.88E-04 1.12E-03 1.60E-04 6.49E-05 1.09E-04 6.86E-04 6.30E-04 5.82E-04 1.13E-03 1.62E-03 1.54E-03 3723093761276 372309 3761276 4.10E-04 8.13E-04 1.16E-03 1.68E-04 6.79E-05 1.14E-04 7.13E-04 6.55E-04 5.67E-04 1.10E-03 1.58E-03 1.49E-03 3723293761276 372329 3761276 3.91E-04 7.71E-04 1.10E-03 1.60E-04 6.48E-05 1.08E-04 6.79E-04 6.24E-04 5.37E-04 1.04E-03 1.49E-03 1.41E-03 3723393761276 372339 3761276 3.82E-04 7.50E-04 1.07E-03 1.56E-04 6.33E-05 1.06E-04 6.63E-04 6.09E-04 5.23E-04 1.01E-03 1.45E-03 1.37E-03 3723493761276 372349 3761276 3.72E-04 7.31E-04 1.04E-03 1.53E-04 6.18E-05 1.03E-04 6.47E-04 5.94E-04 5.08E-04 9.79E-04 1.40E-03 1.33E-03 3723593761276 372359 3761276 3.64E-04 7.13E-04 1.02E-03 1.49E-04 6.05E-05 1.01E-04 6.32E-04 5.81E-04 4.95E-04 9.52E-04 1.36E-03 1.29E-03 3723693761276 372369 3761276 3.56E-04 6.96E-04 9.92E-04 1.46E-04 5.92E-05 9.90E-05 6.18E-04 5.68E-04 4.83E-04 9.26E-04 1.33E-03 1.25E-03 3723793761276 372379 3761276 3.49E-04 6.80E-04 9.70E-04 1.43E-04 5.80E-05 9.71E-05 6.06E-04 5.56E-04 4.71E-04 9.03E-04 1.29E-03 1.22E-03 3723993761276 372399 3761276 3.34E-04 6.50E-04 9.27E-04 1.38E-04 5.58E-05 9.33E-05 5.81E-04 5.34E-04 4.49E-04 8.57E-04 1.23E-03 1.16E-03 3724093761276 372409 3761276 3.28E-04 6.36E-04 9.07E-04 1.35E-04 5.47E-05 9.14E-05 5.69E-04 5.23E-04 4.38E-04 8.35E-04 1.20E-03 1.13E-03 Framing/Buil
ding
Enclosure Finishes Finishes Paving Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes
Paving/Site
Work
2029 2029 2030 2030 2029 2029 2030 2030 2031 2031 3rd Trimester 0<2 2<16 Total per million 2027 2028 2029 2030 2031

3.14E-04 2.19E-04 9.35E-05 1.19E-03 1.13E-03 2.20E-03 3.07E-03 4.95E-04 1.30E-04 1.75E-03 2.87E-09 7.94E-07 2.40E-08 8.21E-07 0.82 3.17E-03 5.68E-03 6.92E-03 4.85E-03 1.88E-03

3.05E-04 2.13E-04 9.08E-05 1.16E-03 1.09E-03 2.12E-03 2.96E-03 4.80E-04 1.26E-04 1.69E-03 2.80E-09 7.67E-07 2.33E-08 7.93E-07 0.79 3.08E-03 5.50E-03 6.69E-03 4.69E-03 1.82E-03

2.95E-04 2.06E-04 8.79E-05 1.12E-03 1.05E-03 2.04E-03 2.85E-03 4.65E-04 1.22E-04 1.63E-03 2.73E-09 7.40E-07 2.25E-08 7.65E-07 0.76 2.99E-03 5.32E-03 6.46E-03 4.52E-03 1.75E-03

2.86E-04 1.99E-04 8.51E-05 1.08E-03 1.01E-03 1.96E-03 2.73E-03 4.49E-04 1.18E-04 1.57E-03 2.66E-09 7.12E-07 2.17E-08 7.36E-07 0.74 2.90E-03 5.13E-03 6.22E-03 4.35E-03 1.69E-03

2.76E-04 1.93E-04 8.23E-05 1.04E-03 9.79E-04 1.88E-03 2.63E-03 4.33E-04 1.14E-04 1.52E-03 2.58E-09 6.86E-07 2.10E-08 7.09E-07 0.71 2.81E-03 4.95E-03 6.00E-03 4.19E-03 1.63E-03

2.66E-04 1.85E-04 7.91E-05 1.00E-03 9.34E-04 1.79E-03 2.50E-03 4.14E-04 1.09E-04 1.45E-03 2.50E-09 6.55E-07 2.00E-08 6.78E-07 0.68 2.71E-03 4.75E-03 5.74E-03 4.00E-03 1.56E-03

2.57E-04 1.79E-04 7.65E-05 9.69E-04 8.99E-04 1.72E-03 2.40E-03 3.99E-04 1.05E-04 1.39E-03 2.43E-09 6.31E-07 1.93E-08 6.53E-07 0.65 2.63E-03 4.58E-03 5.53E-03 3.85E-03 1.50E-03

2.49E-04 1.74E-04 7.41E-05 9.37E-04 8.67E-04 1.65E-03 2.31E-03 3.86E-04 1.01E-04 1.34E-03 2.37E-09 6.08E-07 1.86E-08 6.29E-07 0.63 2.55E-03 4.43E-03 5.33E-03 3.71E-03 1.45E-03

2.41E-04 1.68E-04 7.19E-05 9.08E-04 8.38E-04 1.59E-03 2.22E-03 3.73E-04 9.80E-05 1.30E-03 2.31E-09 5.88E-07 1.80E-08 6.08E-07 0.61 2.47E-03 4.29E-03 5.16E-03 3.58E-03 1.40E-03

2.34E-04 1.63E-04 6.98E-05 8.80E-04 8.08E-04 1.54E-03 2.14E-03 3.60E-04 9.47E-05 1.25E-03 2.25E-09 5.68E-07 1.74E-08 5.87E-07 0.59 2.40E-03 4.15E-03 4.98E-03 3.45E-03 1.35E-03

2.28E-04 1.59E-04 6.78E-05 8.54E-04 7.81E-04 1.48E-03 2.07E-03 3.49E-04 9.16E-05 1.21E-03 2.19E-09 5.49E-07 1.68E-08 5.68E-07 0.57 2.34E-03 4.02E-03 4.82E-03 3.34E-03 1.30E-03

2.21E-04 1.54E-04 6.60E-05 8.30E-04 7.56E-04 1.43E-03 1.99E-03 3.37E-04 8.87E-05 1.17E-03 2.14E-09 5.32E-07 1.62E-08 5.50E-07 0.55 2.27E-03 3.90E-03 4.67E-03 3.23E-03 1.26E-03

2.16E-04 1.50E-04 6.42E-05 8.07E-04 7.31E-04 1.38E-03 1.93E-03 3.27E-04 8.60E-05 1.13E-03 2.09E-09 5.16E-07 1.57E-08 5.33E-07 0.53 2.21E-03 3.79E-03 4.53E-03 3.13E-03 1.22E-03

2.04E-04 1.43E-04 6.09E-05 7.63E-04 6.82E-04 1.28E-03 1.79E-03 3.05E-04 8.03E-05 1.06E-03 1.99E-09 4.83E-07 1.47E-08 5.00E-07 0.50 2.09E-03 3.58E-03 4.25E-03 2.92E-03 1.14E-03

1.99E-04 1.39E-04 5.93E-05 7.43E-04 6.58E-04 1.24E-03 1.73E-03 2.95E-04 7.75E-05 1.02E-03 1.94E-09 4.68E-07 1.42E-08 4.84E-07 0.48 2.04E-03 3.48E-03 4.12E-03 2.82E-03 1.10E-03

1.94E-04 1.35E-04 5.78E-05 7.23E-04 6.36E-04 1.19E-03 1.67E-03 2.85E-04 7.49E-05 9.86E-04 1.89E-09 4.53E-07 1.37E-08 4.69E-07 0.47 1.99E-03 3.39E-03 3.99E-03 2.73E-03 1.06E-03

1.90E-04 1.32E-04 5.65E-05 7.06E-04 6.16E-04 1.16E-03 1.61E-03 2.77E-04 7.27E-05 9.56E-04 1.85E-09 4.41E-07 1.33E-08 4.56E-07 0.46 1.94E-03 3.30E-03 3.88E-03 2.65E-03 1.03E-03

1.85E-04 1.29E-04 5.52E-05 6.89E-04 5.98E-04 1.12E-03 1.56E-03 2.69E-04 7.06E-05 9.27E-04 1.82E-09 4.29E-07 1.29E-08 4.44E-07 0.44 1.90E-03 3.22E-03 3.78E-03 2.58E-03 9.98E-04

1.81E-04 1.26E-04 5.40E-05 6.74E-04 5.82E-04 1.09E-03 1.52E-03 2.61E-04 6.87E-05 9.02E-04 1.78E-09 4.18E-07 1.25E-08 4.32E-07 0.43 1.85E-03 3.15E-03 3.68E-03 2.51E-03 9.70E-04

1.77E-04 1.24E-04 5.28E-05 6.58E-04 5.63E-04 1.05E-03 1.47E-03 2.53E-04 6.65E-05 8.72E-04 1.74E-09 4.06E-07 1.21E-08 4.20E-07 0.42 1.81E-03 3.07E-03 3.58E-03 2.43E-03 9.39E-04

1.73E-04 1.21E-04 5.16E-05 6.43E-04 5.45E-04 1.02E-03 1.42E-03 2.45E-04 6.45E-05 8.46E-04 1.71E-09 3.95E-07 1.17E-08 4.08E-07 0.41 1.77E-03 3.00E-03 3.48E-03 2.36E-03 9.10E-04

1.70E-04 1.18E-04 5.05E-05 6.28E-04 5.29E-04 9.88E-04 1.38E-03 2.38E-04 6.26E-05 8.21E-04 1.68E-09 3.85E-07 1.14E-08 3.98E-07 0.40 1.73E-03 2.93E-03 3.39E-03 2.30E-03 8.83E-04

1.66E-04 1.16E-04 4.94E-05 6.14E-04 5.14E-04 9.59E-04 1.34E-03 2.32E-04 6.08E-05 7.97E-04 1.65E-09 3.75E-07 1.11E-08 3.87E-07 0.39 1.70E-03 2.87E-03 3.31E-03 2.23E-03 8.58E-04

1.63E-04 1.13E-04 4.84E-05 6.01E-04 5.00E-04 9.31E-04 1.30E-03 2.25E-04 5.92E-05 7.75E-04 1.62E-09 3.65E-07 1.08E-08 3.78E-07 0.38 1.66E-03 2.80E-03 3.23E-03 2.17E-03 8.34E-04

1.56E-04 1.09E-04 4.64E-05 5.76E-04 4.72E-04 8.78E-04 1.23E-03 2.13E-04 5.59E-05 7.31E-04 1.56E-09 3.47E-07 1.02E-08 3.59E-07 0.36 1.60E-03 2.68E-03 3.07E-03 2.06E-03 7.87E-04

1.53E-04 1.06E-04 4.54E-05 5.63E-04 4.58E-04 8.51E-04 1.19E-03 2.07E-04 5.43E-05 7.10E-04 1.53E-09 3.39E-07 9.87E-09 3.50E-07 0.35 1.56E-03 2.63E-03 2.99E-03 2.00E-03 7.64E-04

1.49E-04 1.04E-04 4.45E-05 5.51E-04 4.45E-04 8.26E-04 1.15E-03 2.01E-04 5.27E-05 6.89E-04 1.50E-09 3.30E-07 9.59E-09 3.41E-07 0.34 1.53E-03 2.57E-03 2.92E-03 1.95E-03 7.42E-04

1.46E-04 1.02E-04 4.36E-05 5.39E-04 4.32E-04 8.02E-04 1.12E-03 1.95E-04 5.13E-05 6.70E-04 1.48E-09 3.22E-07 9.32E-09 3.33E-07 0.33 1.50E-03 2.51E-03 2.85E-03 1.90E-03 7.21E-04

1.43E-04 9.99E-05 4.27E-05 5.28E-04 4.19E-04 7.78E-04 1.09E-03 1.89E-04 4.98E-05 6.50E-04 1.45E-09 3.14E-07 9.04E-09 3.24E-07 0.32 1.48E-03 2.46E-03 2.78E-03 1.85E-03 7.00E-04

1.40E-04 9.78E-05 4.18E-05 5.17E-04 4.07E-04 7.55E-04 1.05E-03 1.84E-04 4.84E-05 6.31E-04 1.43E-09 3.06E-07 8.79E-09 3.16E-07 0.32 1.45E-03 2.41E-03 2.71E-03 1.80E-03 6.80E-04

3.40E-04 2.37E-04 1.01E-04 1.29E-03 1.26E-03 2.46E-03 3.43E-03 5.54E-04 1.46E-04 1.95E-03 3.05E-09 8.72E-07 2.69E-08 9.02E-07 0.90 3.37E-03 6.14E-03 7.58E-03 5.37E-03 2.10E-03

3.32E-04 2.31E-04 9.88E-05 1.26E-03 1.22E-03 2.38E-03 3.32E-03 5.40E-04 1.42E-04 1.90E-03 3.00E-09 8.47E-07 2.62E-08 8.76E-07 0.88 3.30E-03 5.98E-03 7.38E-03 5.22E-03 2.04E-03

3.21E-04 2.24E-04 9.56E-05 1.22E-03 1.18E-03 2.29E-03 3.19E-03 5.21E-04 1.37E-04 1.83E-03 2.92E-09 8.16E-07 2.52E-08 8.44E-07 0.84 3.21E-03 5.77E-03 7.11E-03 5.02E-03 1.97E-03

3.11E-04 2.17E-04 9.26E-05 1.18E-03 1.14E-03 2.20E-03 3.07E-03 5.04E-04 1.32E-04 1.76E-03 2.85E-09 7.86E-07 2.44E-08 8.13E-07 0.81 3.11E-03 5.57E-03 6.86E-03 4.84E-03 1.90E-03

3.01E-04 2.10E-04 8.95E-05 1.14E-03 1.10E-03 2.11E-03 2.94E-03 4.86E-04 1.28E-04 1.70E-03 2.77E-09 7.56E-07 2.35E-08 7.83E-07 0.78 3.02E-03 5.37E-03 6.61E-03 4.66E-03 1.83E-03

2.91E-04 2.03E-04 8.66E-05 1.10E-03 1.06E-03 2.03E-03 2.83E-03 4.70E-04 1.23E-04 1.64E-03 2.69E-09 7.28E-07 2.27E-08 7.54E-07 0.75 2.92E-03 5.18E-03 6.37E-03 4.48E-03 1.76E-03

2.80E-04 1.95E-04 8.34E-05 1.06E-03 1.01E-03 1.93E-03 2.69E-03 4.49E-04 1.18E-04 1.56E-03 2.60E-09 6.96E-07 2.16E-08 7.21E-07 0.72 2.81E-03 4.97E-03 6.09E-03 4.28E-03 1.68E-03

2.70E-04 1.89E-04 8.05E-05 1.02E-03 9.68E-04 1.84E-03 2.57E-03 4.31E-04 1.13E-04 1.50E-03 2.53E-09 6.69E-07 2.08E-08 6.92E-07 0.69 2.72E-03 4.79E-03 5.86E-03 4.10E-03 1.61E-03

2.62E-04 1.83E-04 7.80E-05 9.84E-04 9.32E-04 1.77E-03 2.47E-03 4.16E-04 1.09E-04 1.44E-03 2.46E-09 6.44E-07 2.00E-08 6.67E-07 0.67 2.64E-03 4.63E-03 5.64E-03 3.95E-03 1.55E-03

2.54E-04 1.77E-04 7.56E-05 9.53E-04 8.97E-04 1.70E-03 2.37E-03 4.00E-04 1.05E-04 1.39E-03 2.39E-09 6.21E-07 1.93E-08 6.43E-07 0.64 2.56E-03 4.48E-03 5.44E-03 3.80E-03 1.50E-03

2.46E-04 1.72E-04 7.33E-05 9.23E-04 8.65E-04 1.64E-03 2.28E-03 3.86E-04 1.02E-04 1.34E-03 2.33E-09 6.00E-07 1.86E-08 6.20E-07 0.62 2.49E-03 4.33E-03 5.26E-03 3.67E-03 1.44E-03

2.39E-04 1.67E-04 7.12E-05 8.96E-04 8.34E-04 1.58E-03 2.20E-03 3.73E-04 9.81E-05 1.29E-03 2.27E-09 5.79E-07 1.79E-08 5.99E-07 0.60 2.42E-03 4.20E-03 5.08E-03 3.54E-03 1.39E-03

2.33E-04 1.62E-04 6.93E-05 8.70E-04 8.05E-04 1.52E-03 2.12E-03 3.60E-04 9.47E-05 1.25E-03 2.22E-09 5.60E-07 1.73E-08 5.80E-07 0.58 2.35E-03 4.08E-03 4.92E-03 3.42E-03 1.34E-03

2.26E-04 1.58E-04 6.74E-05 8.46E-04 7.77E-04 1.46E-03 2.04E-03 3.48E-04 9.16E-05 1.21E-03 2.16E-09 5.42E-07 1.67E-08 5.61E-07 0.56 2.29E-03 3.96E-03 4.76E-03 3.31E-03 1.30E-03

2.20E-04 1.54E-04 6.56E-05 8.22E-04 7.50E-04 1.41E-03 1.97E-03 3.37E-04 8.85E-05 1.16E-03 2.11E-09 5.25E-07 1.61E-08 5.43E-07 0.54 2.22E-03 3.85E-03 4.61E-03 3.19E-03 1.25E-03

2.15E-04 1.50E-04 6.39E-05 8.00E-04 7.24E-04 1.36E-03 1.90E-03 3.25E-04 8.54E-05 1.12E-03 2.06E-09 5.08E-07 1.56E-08 5.26E-07 0.53 2.17E-03 3.74E-03 4.47E-03 3.09E-03 1.21E-03

2.09E-04 1.46E-04 6.22E-05 7.78E-04 6.96E-04 1.31E-03 1.82E-03 3.13E-04 8.22E-05 1.08E-03 2.01E-09 4.91E-07 1.50E-08 5.08E-07 0.51 2.11E-03 3.63E-03 4.32E-03 2.97E-03 1.16E-03

2.04E-04 1.42E-04 6.06E-05 7.57E-04 6.71E-04 1.26E-03 1.76E-03 3.02E-04 7.93E-05 1.04E-03 1.96E-09 4.75E-07 1.45E-08 4.92E-07 0.49 2.05E-03 3.53E-03 4.18E-03 2.87E-03 1.12E-03

1.99E-04 1.38E-04 5.92E-05 7.38E-04 6.48E-04 1.21E-03 1.69E-03 2.92E-04 7.66E-05 1.01E-03 1.92E-09 4.61E-07 1.40E-08 4.77E-07 0.48 2.00E-03 3.44E-03 4.06E-03 2.78E-03 1.08E-03

1.94E-04 1.35E-04 5.78E-05 7.20E-04 6.28E-04 1.17E-03 1.64E-03 2.83E-04 7.43E-05 9.74E-04 1.88E-09 4.48E-07 1.35E-08 4.64E-07 0.46 1.96E-03 3.35E-03 3.95E-03 2.70E-03 1.05E-03

1.90E-04 1.32E-04 5.66E-05 7.04E-04 6.10E-04 1.14E-03 1.59E-03 2.75E-04 7.22E-05 9.46E-04 1.84E-09 4.36E-07 1.31E-08 4.51E-07 0.45 1.91E-03 3.28E-03 3.85E-03 2.63E-03 1.02E-03

1.81E-04 1.26E-04 5.40E-05 6.71E-04 5.72E-04 1.07E-03 1.49E-03 2.58E-04 6.78E-05 8.87E-04 1.77E-09 4.12E-07 1.23E-08 4.26E-07 0.43 1.83E-03 3.12E-03 3.64E-03 2.47E-03 9.54E-04

1.77E-04 1.24E-04 5.28E-05 6.56E-04 5.54E-04 1.03E-03 1.44E-03 2.50E-04 6.57E-05 8.59E-04 1.74E-09 4.01E-07 1.20E-08 4.15E-07 0.41 1.79E-03 3.05E-03 3.54E-03 2.40E-03 9.25E-04

1.73E-04 1.21E-04 5.17E-05 6.41E-04 5.37E-04 1.00E-03 1.40E-03 2.42E-04 6.37E-05 8.33E-04 1.70E-09 3.91E-07 1.16E-08 4.04E-07 0.40 1.75E-03 2.98E-03 3.45E-03 2.33E-03 8.97E-04

1.70E-04 1.18E-04 5.06E-05 6.27E-04 5.21E-04 9.70E-04 1.35E-03 2.35E-04 6.19E-05 8.08E-04 1.67E-09 3.80E-07 1.12E-08 3.93E-07 0.39 1.72E-03 2.91E-03 3.36E-03 2.27E-03 8.70E-04

1.66E-04 1.16E-04 4.95E-05 6.13E-04 5.07E-04 9.42E-04 1.31E-03 2.29E-04 6.02E-05 7.86E-04 1.64E-09 3.71E-07 1.09E-08 3.83E-07 0.38 1.68E-03 2.85E-03 3.28E-03 2.21E-03 8.46E-04

1.63E-04 1.13E-04 4.84E-05 6.00E-04 4.92E-04 9.14E-04 1.28E-03 2.22E-04 5.84E-05 7.62E-04 1.61E-09 3.61E-07 1.06E-08 3.74E-07 0.37 1.65E-03 2.79E-03 3.19E-03 2.15E-03 8.21E-04

1.59E-04 1.11E-04 4.74E-05 5.86E-04 4.76E-04 8.85E-04 1.23E-03 2.15E-04 5.66E-05 7.39E-04 1.58E-09 3.52E-07 1.03E-08 3.64E-07 0.36 1.61E-03 2.72E-03 3.11E-03 2.08E-03 7.95E-04

1.56E-04 1.09E-04 4.64E-05 5.73E-04 4.62E-04 8.57E-04 1.20E-03 2.09E-04 5.49E-05 7.16E-04 1.55E-09 3.42E-07 9.97E-09 3.54E-07 0.35 1.58E-03 2.66E-03 3.03E-03 2.02E-03 7.71E-04

1.52E-04 1.06E-04 4.54E-05 5.61E-04 4.48E-04 8.31E-04 1.16E-03 2.03E-04 5.33E-05 6.95E-04 1.53E-09 3.34E-07 9.67E-09 3.45E-07 0.34 1.55E-03 2.61E-03 2.95E-03 1.97E-03 7.48E-04

1.49E-04 1.04E-04 4.44E-05 5.48E-04 4.35E-04 8.06E-04 1.13E-03 1.97E-04 5.17E-05 6.74E-04 1.50E-09 3.25E-07 9.39E-09 3.36E-07 0.34 1.52E-03 2.55E-03 2.88E-03 1.92E-03 7.26E-04

1.46E-04 1.02E-04 4.35E-05 5.36E-04 4.22E-04 7.82E-04 1.09E-03 1.91E-04 5.02E-05 6.55E-04 1.47E-09 3.17E-07 9.12E-09 3.28E-07 0.33 1.49E-03 2.49E-03 2.81E-03 1.86E-03 7.05E-04

3.51E-04 2.45E-04 1.05E-04 1.33E-03 1.34E-03 2.59E-03 3.61E-03 5.91E-04 1.55E-04 2.07E-03 3.13E-09 9.07E-07 2.86E-08 9.39E-07 0.94 3.45E-03 6.29E-03 7.90E-03 5.64E-03 2.23E-03

3.39E-04 2.36E-04 1.01E-04 1.28E-03 1.28E-03 2.47E-03 3.45E-03 5.69E-04 1.50E-04 1.99E-03 3.05E-09 8.71E-07 2.75E-08 9.01E-07 0.90 3.34E-03 6.06E-03 7.59E-03 5.41E-03 2.14E-03

3.28E-04 2.29E-04 9.77E-05 1.24E-03 1.24E-03 2.38E-03 3.31E-03 5.49E-04 1.44E-04 1.92E-03 2.97E-09 8.38E-07 2.65E-08 8.67E-07 0.87 3.24E-03 5.84E-03 7.31E-03 5.20E-03 2.06E-03

3.17E-04 2.21E-04 9.45E-05 1.20E-03 1.19E-03 2.28E-03 3.18E-03 5.30E-04 1.39E-04 1.84E-03 2.89E-09 8.06E-07 2.55E-08 8.34E-07 0.83 3.14E-03 5.64E-03 7.04E-03 5.00E-03 1.98E-03

3.07E-04 2.14E-04 9.14E-05 1.16E-03 1.15E-03 2.19E-03 3.05E-03 5.11E-04 1.34E-04 1.78E-03 2.80E-09 7.76E-07 2.46E-08 8.03E-07 0.80 3.03E-03 5.43E-03 6.77E-03 4.81E-03 1.91E-03

2.96E-04 2.07E-04 8.82E-05 1.11E-03 1.10E-03 2.09E-03 2.92E-03 4.90E-04 1.29E-04 1.70E-03 2.72E-09 7.44E-07 2.36E-08 7.71E-07 0.77 2.93E-03 5.23E-03 6.51E-03 4.61E-03 1.83E-03

2.85E-04 1.99E-04 8.50E-05 1.07E-03 1.05E-03 1.99E-03 2.77E-03 4.67E-04 1.23E-04 1.62E-03 2.63E-09 7.11E-07 2.25E-08 7.36E-07 0.74 2.83E-03 5.03E-03 6.22E-03 4.40E-03 1.74E-03

2.76E-04 1.93E-04 8.22E-05 1.04E-03 1.00E-03 1.90E-03 2.65E-03 4.49E-04 1.18E-04 1.56E-03 2.56E-09 6.84E-07 2.16E-08 7.08E-07 0.71 2.74E-03 4.85E-03 5.99E-03 4.22E-03 1.67E-03

2.67E-04 1.87E-04 7.97E-05 1.00E-03 9.64E-04 1.82E-03 2.54E-03 4.31E-04 1.13E-04 1.49E-03 2.49E-09 6.58E-07 2.07E-08 6.81E-07 0.68 2.66E-03 4.69E-03 5.77E-03 4.06E-03 1.61E-03

2.59E-04 1.81E-04 7.72E-05 9.71E-04 9.26E-04 1.75E-03 2.44E-03 4.15E-04 1.09E-04 1.44E-03 2.42E-09 6.34E-07 1.99E-08 6.56E-07 0.66 2.58E-03 4.54E-03 5.56E-03 3.90E-03 1.54E-03

2.52E-04 1.76E-04 7.50E-05 9.41E-04 8.91E-04 1.68E-03 2.34E-03 4.00E-04 1.05E-04 1.38E-03 2.36E-09 6.12E-07 1.92E-08 6.33E-07 0.63 2.50E-03 4.39E-03 5.36E-03 3.76E-03 1.49E-03

2.45E-04 1.71E-04 7.28E-05 9.13E-04 8.56E-04 1.61E-03 2.25E-03 3.84E-04 1.01E-04 1.33E-03 2.30E-09 5.90E-07 1.84E-08 6.11E-07 0.61 2.43E-03 4.26E-03 5.18E-03 3.62E-03 1.43E-03

2.38E-04 1.66E-04 7.08E-05 8.86E-04 8.22E-04 1.54E-03 2.15E-03 3.69E-04 9.71E-05 1.27E-03 2.24E-09 5.69E-07 1.77E-08 5.89E-07 0.59 2.36E-03 4.13E-03 5.00E-03 3.48E-03 1.37E-03

2.32E-04 1.62E-04 6.90E-05 8.63E-04 7.95E-04 1.49E-03 2.08E-03 3.58E-04 9.40E-05 1.23E-03 2.19E-09 5.52E-07 1.71E-08 5.71E-07 0.57 2.30E-03 4.02E-03 4.85E-03 3.37E-03 1.33E-03

2.20E-04 1.53E-04 6.55E-05 8.17E-04 7.38E-04 1.38E-03 1.93E-03 3.32E-04 8.73E-05 1.14E-03 2.09E-09 5.16E-07 1.59E-08 5.34E-07 0.53 2.18E-03 3.79E-03 4.54E-03 3.14E-03 1.23E-03

2.14E-04 1.49E-04 6.38E-05 7.95E-04 7.10E-04 1.33E-03 1.85E-03 3.20E-04 8.41E-05 1.10E-03 2.04E-09 4.99E-07 1.53E-08 5.17E-07 0.52 2.12E-03 3.69E-03 4.39E-03 3.03E-03 1.18E-03

2.09E-04 1.45E-04 6.21E-05 7.74E-04 6.84E-04 1.28E-03 1.78E-03 3.08E-04 8.10E-05 1.06E-03 1.99E-09 4.83E-07 1.47E-08 5.00E-07 0.50 2.07E-03 3.59E-03 4.25E-03 2.93E-03 1.14E-03

2.04E-04 1.42E-04 6.06E-05 7.54E-04 6.60E-04 1.23E-03 1.72E-03 2.98E-04 7.82E-05 1.02E-03 1.95E-09 4.69E-07 1.42E-08 4.85E-07 0.48 2.02E-03 3.50E-03 4.13E-03 2.83E-03 1.10E-03

1.99E-04 1.39E-04 5.92E-05 7.36E-04 6.39E-04 1.19E-03 1.66E-03 2.88E-04 7.57E-05 9.90E-04 1.91E-09 4.55E-07 1.38E-08 4.71E-07 0.47 1.98E-03 3.41E-03 4.01E-03 2.74E-03 1.07E-03

1.94E-04 1.36E-04 5.79E-05 7.19E-04 6.19E-04 1.15E-03 1.61E-03 2.80E-04 7.35E-05 9.60E-04 1.87E-09 4.43E-07 1.34E-08 4.58E-07 0.46 1.93E-03 3.33E-03 3.90E-03 2.67E-03 1.03E-03

1.90E-04 1.33E-04 5.66E-05 7.02E-04 5.99E-04 1.12E-03 1.56E-03 2.71E-04 7.12E-05 9.29E-04 1.84E-09 4.31E-07 1.29E-08 4.46E-07 0.45 1.89E-03 3.25E-03 3.80E-03 2.59E-03 1.00E-03

1.86E-04 1.30E-04 5.53E-05 6.86E-04 5.80E-04 1.08E-03 1.51E-03 2.62E-04 6.90E-05 9.00E-04 1.80E-09 4.19E-07 1.25E-08 4.33E-07 0.43 1.85E-03 3.18E-03 3.69E-03 2.51E-03 9.69E-04

1.82E-04 1.27E-04 5.41E-05 6.70E-04 5.62E-04 1.04E-03 1.46E-03 2.54E-04 6.68E-05 8.71E-04 1.77E-09 4.07E-07 1.21E-08 4.21E-07 0.42 1.81E-03 3.10E-03 3.59E-03 2.43E-03 9.38E-04

1.77E-04 1.24E-04 5.28E-05 6.54E-04 5.43E-04 1.01E-03 1.41E-03 2.46E-04 6.46E-05 8.42E-04 1.73E-09 3.96E-07 1.17E-08 4.09E-07 0.41 1.77E-03 3.03E-03 3.49E-03 2.36E-03 9.06E-04

1.74E-04 1.21E-04 5.17E-05 6.39E-04 5.27E-04 9.79E-04 1.37E-03 2.39E-04 6.27E-05 8.18E-04 1.70E-09 3.86E-07 1.14E-08 3.99E-07 0.40 1.74E-03 2.96E-03 3.40E-03 2.30E-03 8.80E-04

1.70E-04 1.18E-04 5.06E-05 6.25E-04 5.13E-04 9.51E-04 1.33E-03 2.32E-04 6.10E-05 7.95E-04 1.67E-09 3.76E-07 1.11E-08 3.89E-07 0.39 1.70E-03 2.90E-03 3.32E-03 2.23E-03 8.56E-04

1.66E-04 1.16E-04 4.94E-05 6.11E-04 4.96E-04 9.19E-04 1.28E-03 2.24E-04 5.90E-05 7.68E-04 1.64E-09 3.65E-07 1.07E-08 3.78E-07 0.38 1.67E-03 2.83E-03 3.23E-03 2.17E-03 8.27E-04

1.62E-04 1.13E-04 4.83E-05 5.97E-04 4.80E-04 8.89E-04 1.24E-03 2.17E-04 5.71E-05 7.44E-04 1.61E-09 3.56E-07 1.04E-08 3.68E-07 0.37 1.63E-03 2.76E-03 3.14E-03 2.10E-03 8.01E-04

1.59E-04 1.11E-04 4.73E-05 5.83E-04 4.65E-04 8.62E-04 1.20E-03 2.11E-04 5.54E-05 7.21E-04 1.58E-09 3.46E-07 1.01E-08 3.58E-07 0.36 1.60E-03 2.70E-03 3.06E-03 2.04E-03 7.77E-04

1.55E-04 1.08E-04 4.62E-05 5.70E-04 4.51E-04 8.35E-04 1.17E-03 2.04E-04 5.37E-05 6.99E-04 1.55E-09 3.37E-07 9.74E-09 3.48E-07 0.35 1.57E-03 2.64E-03 2.98E-03 1.99E-03 7.53E-04

1.52E-04 1.06E-04 4.52E-05 5.57E-04 4.37E-04 8.09E-04 1.13E-03 1.98E-04 5.21E-05 6.78E-04 1.52E-09 3.28E-07 9.45E-09 3.39E-07 0.34 1.54E-03 2.58E-03 2.91E-03 1.93E-03 7.30E-04

3.72E-04 2.60E-04 1.11E-04 1.41E-03 1.46E-03 2.82E-03 3.94E-03 6.51E-04 1.71E-04 2.27E-03 3.28E-09 9.74E-07 3.14E-08 1.01E-06 1.01 3.60E-03 6.63E-03 8.47E-03 6.11E-03 2.44E-03

3.59E-04 2.50E-04 1.07E-04 1.36E-03 1.40E-03 2.69E-03 3.76E-03 6.25E-04 1.64E-04 2.18E-03 3.18E-09 9.33E-07 3.01E-08 9.66E-07 0.97 3.48E-03 6.38E-03 8.13E-03 5.85E-03 2.34E-03

3.47E-04 2.42E-04 1.03E-04 1.31E-03 1.35E-03 2.58E-03 3.60E-03 6.01E-04 1.58E-04 2.09E-03 3.10E-09 8.96E-07 2.89E-08 9.28E-07 0.93 3.37E-03 6.14E-03 7.81E-03 5.61E-03 2.25E-03

3.35E-04 2.34E-04 9.99E-05 1.26E-03 1.29E-03 2.47E-03 3.45E-03 5.78E-04 1.52E-04 2.01E-03 3.01E-09 8.61E-07 2.78E-08 8.92E-07 0.89 3.26E-03 5.92E-03 7.51E-03 5.39E-03 2.16E-03

3.24E-04 2.26E-04 9.66E-05 1.22E-03 1.24E-03 2.36E-03 3.30E-03 5.56E-04 1.46E-04 1.93E-03 2.92E-09 8.27E-07 2.67E-08 8.57E-07 0.86 3.16E-03 5.71E-03 7.22E-03 5.17E-03 2.07E-03

3.13E-04 2.18E-04 9.33E-05 1.18E-03 1.19E-03 2.26E-03 3.15E-03 5.33E-04 1.40E-04 1.85E-03 2.83E-09 7.94E-07 2.56E-08 8.22E-07 0.82 3.05E-03 5.50E-03 6.93E-03 4.96E-03 1.99E-03

3.02E-04 2.11E-04 9.00E-05 1.13E-03 1.13E-03 2.15E-03 3.00E-03 5.09E-04 1.34E-04 1.76E-03 2.75E-09 7.59E-07 2.44E-08 7.86E-07 0.79 2.94E-03 5.29E-03 6.63E-03 4.73E-03 1.89E-03

2.92E-04 2.04E-04 8.69E-05 1.09E-03 1.08E-03 2.05E-03 2.86E-03 4.86E-04 1.28E-04 1.68E-03 2.67E-09 7.27E-07 2.33E-08 7.53E-07 0.75 2.85E-03 5.10E-03 6.36E-03 4.52E-03 1.81E-03

2.82E-04 1.97E-04 8.41E-05 1.06E-03 1.04E-03 1.95E-03 2.72E-03 4.65E-04 1.22E-04 1.61E-03 2.59E-09 6.98E-07 2.23E-08 7.23E-07 0.72 2.76E-03 4.92E-03 6.11E-03 4.33E-03 1.73E-03

2.74E-04 1.91E-04 8.15E-05 1.02E-03 9.91E-04 1.87E-03 2.60E-03 4.46E-04 1.17E-04 1.54E-03 2.52E-09 6.71E-07 2.13E-08 6.95E-07 0.69 2.67E-03 4.75E-03 5.88E-03 4.15E-03 1.65E-03

2.65E-04 1.85E-04 7.90E-05 9.89E-04 9.47E-04 1.78E-03 2.48E-03 4.26E-04 1.12E-04 1.47E-03 2.45E-09 6.45E-07 2.04E-08 6.67E-07 0.67 2.59E-03 4.59E-03 5.65E-03 3.98E-03 1.58E-03

2.57E-04 1.79E-04 7.66E-05 9.58E-04 9.06E-04 1.70E-03 2.37E-03 4.08E-04 1.07E-04 1.41E-03 2.24E-09 6.17E-07 1.95E-08 6.39E-07 0.64 2.38E-03 4.39E-03 5.39E-03 3.82E-03 1.51E-03

2.50E-04 1.74E-04 7.44E-05 9.30E-04 8.69E-04 1.63E-03 2.27E-03 3.92E-04 1.03E-04 1.35E-03 2.17E-09 5.95E-07 1.87E-08 6.16E-07 0.62 2.31E-03 4.25E-03 5.20E-03 3.67E-03 1.45E-03

2.44E-04 1.70E-04 7.27E-05 9.07E-04 8.42E-04 1.58E-03 2.20E-03 3.80E-04 9.97E-05 1.31E-03 2.27E-09 5.80E-07 1.82E-08 6.01E-07 0.60 2.38E-03 4.20E-03 5.09E-03 3.56E-03 1.40E-03

2.32E-04 1.61E-04 6.90E-05 8.59E-04 7.82E-04 1.46E-03 2.04E-03 3.53E-04 9.28E-05 1.21E-03 2.17E-09 5.44E-07 1.69E-08 5.63E-07 0.56 2.26E-03 3.97E-03 4.78E-03 3.32E-03 1.31E-03

2.25E-04 1.57E-04 6.72E-05 8.35E-04 7.51E-04 1.40E-03 1.96E-03 3.39E-04 8.91E-05 1.16E-03 2.12E-09 5.25E-07 1.62E-08 5.43E-07 0.54 2.20E-03 3.86E-03 4.62E-03 3.20E-03 1.25E-03

2.20E-04 1.53E-04 6.54E-05 8.13E-04 7.21E-04 1.34E-03 1.88E-03 3.26E-04 8.56E-05 1.12E-03 2.07E-09 5.07E-07 1.56E-08 5.25E-07 0.53 2.15E-03 3.75E-03 4.46E-03 3.08E-03 1.20E-03

2.14E-04 1.49E-04 6.37E-05 7.91E-04 6.94E-04 1.29E-03 1.80E-03 3.14E-04 8.25E-05 1.08E-03 2.02E-09 4.91E-07 1.50E-08 5.08E-07 0.51 2.09E-03 3.65E-03 4.32E-03 2.97E-03 1.16E-03

2.09E-04 1.46E-04 6.22E-05 7.71E-04 6.70E-04 1.25E-03 1.74E-03 3.03E-04 7.96E-05 1.04E-03 1.98E-09 4.76E-07 1.45E-08 4.93E-07 0.49 2.04E-03 3.56E-03 4.19E-03 2.88E-03 1.12E-03

2.04E-04 1.42E-04 6.08E-05 7.53E-04 6.49E-04 1.21E-03 1.68E-03 2.93E-04 7.71E-05 1.01E-03 1.94E-09 4.63E-07 1.40E-08 4.79E-07 0.48 2.00E-03 3.48E-03 4.08E-03 2.79E-03 1.08E-03

1.95E-04 1.36E-04 5.80E-05 7.17E-04 6.06E-04 1.13E-03 1.57E-03 2.75E-04 7.22E-05 9.40E-04 1.87E-09 4.37E-07 1.31E-08 4.52E-07 0.45 1.91E-03 3.31E-03 3.85E-03 2.62E-03 1.01E-03

1.90E-04 1.33E-04 5.66E-05 7.00E-04 5.86E-04 1.09E-03 1.52E-03 2.65E-04 6.98E-05 9.08E-04 1.83E-09 4.24E-07 1.27E-08 4.39E-07 0.44 1.87E-03 3.23E-03 3.74E-03 2.54E-03 9.78E-04 Child Risk
Overlapping Phases - Maximum GLC
Demolition Excavation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes Finishes
Paving/Site
Work
Paving/Site
Work Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Subterranean
Work/Concre
te Structure
Unique Identifier X (UTM) Y (UTM) 2027 2027 2027 2028 2028 2029 2028 2029 2028 2028 2028 2029 3724193761276 372419 3761276 3.21E-04 6.22E-04 8.87E-04 1.32E-04 5.36E-05 8.97E-05 5.58E-04 5.12E-04 4.27E-04 8.14E-04 1.17E-03 1.10E-03 3724293761276 372429 3761276 3.15E-04 6.09E-04 8.69E-04 1.30E-04 5.26E-05 8.80E-05 5.47E-04 5.03E-04 4.17E-04 7.94E-04 1.14E-03 1.08E-03 3724493761276 372449 3761276 3.03E-04 5.85E-04 8.33E-04 1.25E-04 5.07E-05 8.48E-05 5.27E-04 4.84E-04 3.98E-04 7.56E-04 1.08E-03 1.02E-03 3724593761276 372459 3761276 2.97E-04 5.73E-04 8.16E-04 1.23E-04 4.98E-05 8.32E-05 5.16E-04 4.74E-04 3.89E-04 7.37E-04 1.06E-03 9.98E-04 3724693761276 372469 3761276 2.92E-04 5.61E-04 7.99E-04 1.21E-04 4.88E-05 8.17E-05 5.07E-04 4.65E-04 3.79E-04 7.18E-04 1.03E-03 9.74E-04 3724793761276 372479 3761276 2.86E-04 5.50E-04 7.83E-04 1.18E-04 4.80E-05 8.02E-05 4.97E-04 4.56E-04 3.71E-04 7.01E-04 1.01E-03 9.50E-04 3724893761276 372489 3761276 2.81E-04 5.39E-04 7.68E-04 1.16E-04 4.71E-05 7.88E-05 4.88E-04 4.48E-04 3.62E-04 6.84E-04 9.81E-04 9.27E-04 3724993761276 372499 3761276 2.76E-04 5.28E-04 7.53E-04 1.14E-04 4.63E-05 7.74E-05 4.79E-04 4.40E-04 3.54E-04 6.68E-04 9.58E-04 9.05E-04 3722193761286 372219 3761286 5.56E-04 1.13E-03 1.61E-03 2.25E-04 9.12E-05 1.53E-04 9.66E-04 8.87E-04 8.07E-04 1.61E-03 2.31E-03 2.18E-03 3722293761286 372229 3761286 5.38E-04 1.09E-03 1.55E-03 2.18E-04 8.83E-05 1.48E-04 9.34E-04 8.58E-04 7.79E-04 1.55E-03 2.22E-03 2.10E-03 3722393761286 372239 3761286 5.20E-04 1.05E-03 1.49E-03 2.11E-04 8.56E-05 1.43E-04 9.04E-04 8.30E-04 7.50E-04 1.48E-03 2.13E-03 2.01E-03 3722493761286 372249 3761286 5.04E-04 1.01E-03 1.44E-03 2.05E-04 8.30E-05 1.39E-04 8.76E-04 8.04E-04 7.22E-04 1.42E-03 2.04E-03 1.93E-03 3722593761286 372259 3761286 4.89E-04 9.80E-04 1.40E-03 1.99E-04 8.06E-05 1.35E-04 8.50E-04 7.81E-04 6.98E-04 1.37E-03 1.97E-03 1.86E-03 3722693761286 372269 3761286 4.75E-04 9.49E-04 1.35E-03 1.94E-04 7.84E-05 1.31E-04 8.26E-04 7.59E-04 6.76E-04 1.32E-03 1.90E-03 1.79E-03 3722793761286 372279 3761286 4.61E-04 9.18E-04 1.31E-03 1.88E-04 7.61E-05 1.27E-04 8.01E-04 7.36E-04 6.53E-04 1.27E-03 1.83E-03 1.73E-03 3722893761286 372289 3761286 4.19E-04 8.36E-04 1.19E-03 1.70E-04 6.88E-05 1.15E-04 7.28E-04 6.68E-04 6.31E-04 1.23E-03 1.76E-03 1.66E-03 3722993761286 372299 3761286 4.07E-04 8.11E-04 1.16E-03 1.65E-04 6.69E-05 1.12E-04 7.08E-04 6.50E-04 6.13E-04 1.19E-03 1.71E-03 1.61E-03 3723093761286 372309 3761286 4.26E-04 8.42E-04 1.20E-03 1.74E-04 7.06E-05 1.18E-04 7.41E-04 6.80E-04 5.98E-04 1.16E-03 1.66E-03 1.57E-03 3723193761286 372319 3761286 4.16E-04 8.21E-04 1.17E-03 1.70E-04 6.90E-05 1.15E-04 7.24E-04 6.64E-04 5.82E-04 1.12E-03 1.61E-03 1.52E-03 3723293761286 372329 3761286 4.06E-04 7.99E-04 1.14E-03 1.66E-04 6.74E-05 1.13E-04 7.06E-04 6.48E-04 5.66E-04 1.09E-03 1.57E-03 1.48E-03 3723393761286 372339 3761286 3.96E-04 7.78E-04 1.11E-03 1.63E-04 6.58E-05 1.10E-04 6.89E-04 6.32E-04 5.50E-04 1.06E-03 1.52E-03 1.43E-03 3723493761286 372349 3761286 3.87E-04 7.57E-04 1.08E-03 1.59E-04 6.43E-05 1.08E-04 6.72E-04 6.17E-04 5.34E-04 1.03E-03 1.47E-03 1.39E-03 3723593761286 372359 3761286 3.78E-04 7.38E-04 1.05E-03 1.55E-04 6.29E-05 1.05E-04 6.56E-04 6.03E-04 5.20E-04 9.97E-04 1.43E-03 1.35E-03 3723693761286 372369 3761286 3.39E-04 6.65E-04 9.48E-04 1.38E-04 5.59E-05 9.36E-05 5.89E-04 5.41E-04 5.06E-04 9.68E-04 1.39E-03 1.31E-03 3723793761286 372379 3761286 3.61E-04 7.04E-04 1.00E-03 1.49E-04 6.02E-05 1.01E-04 6.28E-04 5.77E-04 4.93E-04 9.43E-04 1.35E-03 1.28E-03 3723893761286 372389 3761286 3.54E-04 6.89E-04 9.81E-04 1.46E-04 5.91E-05 9.89E-05 6.16E-04 5.65E-04 4.82E-04 9.19E-04 1.32E-03 1.25E-03 3723993761286 372399 3761286 3.47E-04 6.73E-04 9.59E-04 1.43E-04 5.79E-05 9.69E-05 6.03E-04 5.54E-04 4.70E-04 8.95E-04 1.28E-03 1.21E-03 3724093761286 372409 3761286 3.40E-04 6.58E-04 9.38E-04 1.40E-04 5.68E-05 9.50E-05 5.90E-04 5.42E-04 4.58E-04 8.71E-04 1.25E-03 1.18E-03 3724193761286 372419 3761286 3.33E-04 6.44E-04 9.18E-04 1.37E-04 5.57E-05 9.31E-05 5.78E-04 5.31E-04 4.47E-04 8.49E-04 1.22E-03 1.15E-03 3724293761286 372429 3761286 3.26E-04 6.30E-04 8.98E-04 1.35E-04 5.46E-05 9.13E-05 5.67E-04 5.21E-04 4.36E-04 8.27E-04 1.19E-03 1.12E-03 3724393761286 372439 3761286 3.20E-04 6.17E-04 8.79E-04 1.32E-04 5.36E-05 8.96E-05 5.56E-04 5.11E-04 4.25E-04 8.06E-04 1.16E-03 1.09E-03 3724493761286 372449 3761286 3.14E-04 6.04E-04 8.61E-04 1.30E-04 5.26E-05 8.80E-05 5.45E-04 5.01E-04 4.15E-04 7.86E-04 1.13E-03 1.07E-03 3724593761286 372459 3761286 3.08E-04 5.91E-04 8.43E-04 1.27E-04 5.16E-05 8.63E-05 5.35E-04 4.91E-04 4.05E-04 7.66E-04 1.10E-03 1.04E-03 3724693761286 372469 3761286 3.02E-04 5.79E-04 8.26E-04 1.25E-04 5.06E-05 8.47E-05 5.24E-04 4.81E-04 3.95E-04 7.46E-04 1.07E-03 1.01E-03 3724793761286 372479 3761286 2.96E-04 5.68E-04 8.09E-04 1.23E-04 4.97E-05 8.31E-05 5.14E-04 4.72E-04 3.86E-04 7.28E-04 1.04E-03 9.86E-04 3724893761286 372489 3761286 2.90E-04 5.56E-04 7.93E-04 1.20E-04 4.88E-05 8.16E-05 5.04E-04 4.63E-04 3.76E-04 7.10E-04 1.02E-03 9.61E-04 3724993761286 372499 3761286 2.85E-04 5.45E-04 7.77E-04 1.18E-04 4.79E-05 8.01E-05 4.95E-04 4.55E-04 3.67E-04 6.92E-04 9.93E-04 9.38E-04 3722093761296 372209 3761296 6.00E-04 1.22E-03 1.74E-03 2.43E-04 9.84E-05 1.65E-04 1.04E-03 9.57E-04 8.91E-04 1.78E-03 2.55E-03 2.41E-03 3722193761296 372219 3761296 5.79E-04 1.17E-03 1.67E-03 2.35E-04 9.52E-05 1.59E-04 1.01E-03 9.25E-04 8.59E-04 1.71E-03 2.45E-03 2.31E-03 3722293761296 372229 3761296 5.59E-04 1.13E-03 1.61E-03 2.27E-04 9.20E-05 1.54E-04 9.72E-04 8.93E-04 8.24E-04 1.63E-03 2.34E-03 2.21E-03 3722393761296 372239 3761296 5.42E-04 1.09E-03 1.55E-03 2.20E-04 8.92E-05 1.49E-04 9.42E-04 8.65E-04 7.93E-04 1.56E-03 2.24E-03 2.12E-03 3722493761296 372249 3761296 5.25E-04 1.05E-03 1.50E-03 2.13E-04 8.65E-05 1.45E-04 9.12E-04 8.37E-04 7.64E-04 1.50E-03 2.15E-03 2.03E-03 3722593761296 372259 3761296 5.09E-04 1.02E-03 1.45E-03 2.07E-04 8.39E-05 1.40E-04 8.84E-04 8.12E-04 7.38E-04 1.44E-03 2.07E-03 1.96E-03 3722693761296 372269 3761296 4.94E-04 9.84E-04 1.40E-03 2.01E-04 8.16E-05 1.37E-04 8.59E-04 7.89E-04 7.14E-04 1.39E-03 2.00E-03 1.89E-03 3722793761296 372279 3761296 4.49E-04 8.96E-04 1.28E-03 1.82E-04 7.38E-05 1.23E-04 7.80E-04 7.17E-04 6.90E-04 1.34E-03 1.92E-03 1.82E-03 3722893761296 372289 3761296 4.33E-04 8.63E-04 1.23E-03 1.76E-04 7.12E-05 1.19E-04 7.53E-04 6.91E-04 5.90E-04 1.15E-03 1.66E-03 1.56E-03 3722993761296 372299 3761296 4.21E-04 8.37E-04 1.19E-03 1.71E-04 6.92E-05 1.16E-04 7.31E-04 6.72E-04 6.48E-04 1.25E-03 1.80E-03 1.70E-03 3723093761296 372309 3761296 4.43E-04 8.73E-04 1.25E-03 1.81E-04 7.35E-05 1.23E-04 7.70E-04 7.07E-04 6.30E-04 1.22E-03 1.75E-03 1.65E-03 3723193761296 372319 3761296 4.33E-04 8.51E-04 1.21E-03 1.77E-04 7.19E-05 1.20E-04 7.52E-04 6.91E-04 6.14E-04 1.18E-03 1.70E-03 1.60E-03 3723393761296 372339 3761296 4.12E-04 8.07E-04 1.15E-03 1.69E-04 6.86E-05 1.15E-04 7.17E-04 6.58E-04 5.80E-04 1.11E-03 1.60E-03 1.51E-03 3723493761296 372349 3761296 4.02E-04 7.85E-04 1.12E-03 1.65E-04 6.69E-05 1.12E-04 6.99E-04 6.41E-04 5.62E-04 1.08E-03 1.55E-03 1.46E-03 3723593761296 372359 3761296 3.93E-04 7.66E-04 1.09E-03 1.62E-04 6.55E-05 1.09E-04 6.82E-04 6.27E-04 5.47E-04 1.05E-03 1.50E-03 1.42E-03 3723693761296 372369 3761296 3.50E-04 6.86E-04 9.77E-04 1.43E-04 5.78E-05 9.67E-05 6.08E-04 5.58E-04 5.32E-04 1.02E-03 1.46E-03 1.38E-03 3723793761296 372379 3761296 3.41E-04 6.67E-04 9.50E-04 1.39E-04 5.64E-05 9.43E-05 5.92E-04 5.44E-04 5.18E-04 9.87E-04 1.42E-03 1.34E-03 3723893761296 372389 3761296 3.68E-04 7.13E-04 1.02E-03 1.52E-04 6.15E-05 1.03E-04 6.39E-04 5.87E-04 5.05E-04 9.61E-04 1.38E-03 1.30E-03 3724093761296 372409 3761296 3.18E-04 6.18E-04 8.81E-04 1.30E-04 5.27E-05 8.81E-05 5.52E-04 5.07E-04 4.78E-04 9.08E-04 1.30E-03 1.23E-03 3724193761296 372419 3761296 3.45E-04 6.66E-04 9.49E-04 1.43E-04 5.78E-05 9.67E-05 6.00E-04 5.51E-04 4.66E-04 8.84E-04 1.27E-03 1.20E-03 3724293761296 372429 3761296 3.38E-04 6.51E-04 9.28E-04 1.40E-04 5.67E-05 9.48E-05 5.88E-04 5.40E-04 4.55E-04 8.61E-04 1.23E-03 1.17E-03 3724393761296 372439 3761296 3.32E-04 6.38E-04 9.10E-04 1.37E-04 5.56E-05 9.30E-05 5.76E-04 5.29E-04 4.44E-04 8.39E-04 1.20E-03 1.14E-03 3724593761296 372459 3761296 3.19E-04 6.12E-04 8.72E-04 1.32E-04 5.36E-05 8.96E-05 5.54E-04 5.09E-04 4.22E-04 7.97E-04 1.14E-03 1.08E-03 3724693761296 372469 3761296 3.13E-04 5.99E-04 8.54E-04 1.30E-04 5.25E-05 8.78E-05 5.43E-04 4.99E-04 4.11E-04 7.76E-04 1.11E-03 1.05E-03 3724793761296 372479 3761296 3.06E-04 5.86E-04 8.36E-04 1.27E-04 5.15E-05 8.62E-05 5.32E-04 4.89E-04 4.01E-04 7.56E-04 1.08E-03 1.02E-03 3724893761296 372489 3761296 2.65E-04 5.10E-04 7.27E-04 1.09E-04 4.42E-05 7.39E-05 4.61E-04 4.23E-04 3.91E-04 7.36E-04 1.06E-03 9.97E-04 3724993761296 372499 3761296 2.59E-04 4.98E-04 7.10E-04 1.07E-04 4.32E-05 7.22E-05 4.50E-04 4.13E-04 3.81E-04 7.17E-04 1.03E-03 9.72E-04 3725093761296 372509 3761296 2.54E-04 4.88E-04 6.95E-04 1.05E-04 4.24E-05 7.09E-05 4.41E-04 4.05E-04 3.72E-04 7.00E-04 1.00E-03 9.48E-04 3721793761306 372179 3761306 6.91E-04 1.42E-03 2.02E-03 2.80E-04 1.13E-04 1.89E-04 1.20E-03 1.10E-03 1.07E-03 2.16E-03 3.10E-03 2.93E-03 3721893761306 372189 3761306 6.70E-04 1.37E-03 1.95E-03 2.71E-04 1.10E-04 1.84E-04 1.16E-03 1.07E-03 1.03E-03 2.07E-03 2.96E-03 2.80E-03 3721993761306 372199 3761306 6.49E-04 1.32E-03 1.88E-03 2.63E-04 1.06E-04 1.78E-04 1.13E-03 1.04E-03 9.90E-04 1.98E-03 2.84E-03 2.68E-03 3722093761306 372209 3761306 6.26E-04 1.27E-03 1.81E-03 2.54E-04 1.03E-04 1.72E-04 1.09E-03 9.99E-04 9.52E-04 1.89E-03 2.72E-03 2.57E-03 3722193761306 372219 3761306 6.04E-04 1.22E-03 1.74E-03 2.45E-04 9.94E-05 1.66E-04 1.05E-03 9.64E-04 9.12E-04 1.80E-03 2.59E-03 2.45E-03 3722293761306 372229 3761306 5.83E-04 1.17E-03 1.67E-03 2.37E-04 9.59E-05 1.60E-04 1.01E-03 9.30E-04 8.73E-04 1.72E-03 2.47E-03 2.33E-03 3722393761306 372239 3761306 5.64E-04 1.13E-03 1.61E-03 2.30E-04 9.30E-05 1.56E-04 9.81E-04 9.01E-04 8.41E-04 1.65E-03 2.37E-03 2.24E-03 3722493761306 372249 3761306 5.15E-04 1.03E-03 1.47E-03 2.09E-04 8.46E-05 1.42E-04 8.95E-04 8.22E-04 8.10E-04 1.59E-03 2.27E-03 2.15E-03 3722593761306 372259 3761306 4.97E-04 9.95E-04 1.42E-03 2.02E-04 8.17E-05 1.37E-04 8.64E-04 7.93E-04 7.82E-04 1.53E-03 2.19E-03 2.07E-03 3722693761306 372269 3761306 4.81E-04 9.60E-04 1.37E-03 1.95E-04 7.91E-05 1.32E-04 8.36E-04 7.67E-04 7.56E-04 1.47E-03 2.11E-03 1.99E-03 3722793761306 372279 3761306 4.65E-04 9.27E-04 1.32E-03 1.89E-04 7.65E-05 1.28E-04 8.08E-04 7.42E-04 7.32E-04 1.42E-03 2.03E-03 1.92E-03 3722893761306 372289 3761306 4.49E-04 8.92E-04 1.27E-03 1.82E-04 7.38E-05 1.23E-04 7.80E-04 7.16E-04 7.07E-04 1.37E-03 1.96E-03 1.85E-03 3722993761306 372299 3761306 4.36E-04 8.65E-04 1.23E-03 1.77E-04 7.18E-05 1.20E-04 7.57E-04 6.95E-04 6.86E-04 1.32E-03 1.90E-03 1.79E-03 3723093761306 372309 3761306 4.62E-04 9.08E-04 1.29E-03 1.89E-04 7.67E-05 1.28E-04 8.03E-04 7.37E-04 6.67E-04 1.28E-03 1.84E-03 1.74E-03 3723193761306 372319 3761306 4.51E-04 8.85E-04 1.26E-03 1.85E-04 7.50E-05 1.25E-04 7.84E-04 7.20E-04 6.49E-04 1.25E-03 1.79E-03 1.69E-03 3723293761306 372329 3761306 4.40E-04 8.62E-04 1.23E-03 1.81E-04 7.33E-05 1.23E-04 7.65E-04 7.02E-04 6.30E-04 1.21E-03 1.73E-03 1.64E-03 3723393761306 372339 3761306 4.30E-04 8.39E-04 1.20E-03 1.77E-04 7.16E-05 1.20E-04 7.46E-04 6.85E-04 6.12E-04 1.17E-03 1.68E-03 1.59E-03 3723493761306 372349 3761306 4.19E-04 8.17E-04 1.16E-03 1.72E-04 6.99E-05 1.17E-04 7.28E-04 6.69E-04 5.94E-04 1.13E-03 1.63E-03 1.54E-03 3723593761306 372359 3761306 4.09E-04 7.95E-04 1.13E-03 1.68E-04 6.82E-05 1.14E-04 7.10E-04 6.52E-04 5.76E-04 1.10E-03 1.58E-03 1.49E-03 3723693761306 372369 3761306 4.00E-04 7.76E-04 1.11E-03 1.65E-04 6.68E-05 1.12E-04 6.94E-04 6.38E-04 5.60E-04 1.07E-03 1.53E-03 1.44E-03 3723793761306 372379 3761306 3.52E-04 6.87E-04 9.79E-04 1.44E-04 5.83E-05 9.75E-05 6.12E-04 5.62E-04 5.44E-04 1.03E-03 1.48E-03 1.40E-03 3723893761306 372389 3761306 3.82E-04 7.40E-04 1.05E-03 1.58E-04 6.40E-05 1.07E-04 6.64E-04 6.10E-04 5.30E-04 1.01E-03 1.44E-03 1.36E-03 3723993761306 372399 3761306 3.75E-04 7.23E-04 1.03E-03 1.55E-04 6.27E-05 1.05E-04 6.51E-04 5.98E-04 5.16E-04 9.79E-04 1.40E-03 1.33E-03 3724093761306 372409 3761306 3.66E-04 7.06E-04 1.01E-03 1.52E-04 6.14E-05 1.03E-04 6.36E-04 5.84E-04 5.02E-04 9.50E-04 1.36E-03 1.29E-03 3724193761306 372419 3761306 3.20E-04 6.20E-04 8.84E-04 1.31E-04 5.31E-05 8.89E-05 5.56E-04 5.10E-04 4.88E-04 9.23E-04 1.32E-03 1.25E-03 3724293761306 372429 3761306 3.51E-04 6.75E-04 9.62E-04 1.45E-04 5.89E-05 9.86E-05 6.10E-04 5.60E-04 4.75E-04 8.98E-04 1.29E-03 1.22E-03 3724393761306 372439 3761306 3.05E-04 5.90E-04 8.41E-04 1.25E-04 5.08E-05 8.49E-05 5.30E-04 4.87E-04 4.62E-04 8.73E-04 1.25E-03 1.18E-03 3724493761306 372449 3761306 3.37E-04 6.47E-04 9.22E-04 1.40E-04 5.67E-05 9.48E-05 5.86E-04 5.38E-04 4.51E-04 8.51E-04 1.22E-03 1.15E-03 3724593761306 372459 3761306 3.31E-04 6.33E-04 9.02E-04 1.37E-04 5.56E-05 9.30E-05 5.74E-04 5.28E-04 4.40E-04 8.29E-04 1.19E-03 1.12E-03 3724693761306 372469 3761306 3.24E-04 6.19E-04 8.82E-04 1.35E-04 5.45E-05 9.11E-05 5.62E-04 5.17E-04 4.28E-04 8.05E-04 1.16E-03 1.09E-03 3724793761306 372479 3761306 3.17E-04 6.06E-04 8.64E-04 1.32E-04 5.35E-05 8.94E-05 5.51E-04 5.06E-04 4.17E-04 7.84E-04 1.12E-03 1.06E-03 3724893761306 372489 3761306 2.72E-04 5.23E-04 7.46E-04 1.12E-04 4.55E-05 7.60E-05 4.73E-04 4.34E-04 4.06E-04 7.64E-04 1.10E-03 1.03E-03 3724993761306 372499 3761306 2.65E-04 5.08E-04 7.24E-04 1.09E-04 4.42E-05 7.39E-05 4.60E-04 4.22E-04 3.96E-04 7.43E-04 1.07E-03 1.01E-03 3725093761306 372509 3761306 2.58E-04 4.96E-04 7.07E-04 1.07E-04 4.32E-05 7.22E-05 4.49E-04 4.12E-04 3.86E-04 7.24E-04 1.04E-03 9.81E-04 3721803761316 372180 3761316 7.25E-04 1.49E-03 2.12E-03 2.93E-04 1.19E-04 1.99E-04 1.26E-03 1.16E-03 1.14E-03 2.30E-03 3.30E-03 3.12E-03 3721893761316 372189 3761316 7.05E-04 1.44E-03 2.05E-03 2.86E-04 1.16E-04 1.93E-04 1.22E-03 1.12E-03 1.11E-03 2.22E-03 3.18E-03 3.00E-03 3721993761316 372199 3761316 6.79E-04 1.38E-03 1.96E-03 2.75E-04 1.11E-04 1.86E-04 1.18E-03 1.08E-03 1.06E-03 2.11E-03 3.03E-03 2.86E-03 3722093761316 372209 3761316 6.54E-04 1.32E-03 1.89E-03 2.66E-04 1.08E-04 1.80E-04 1.14E-03 1.04E-03 1.01E-03 2.01E-03 2.88E-03 2.72E-03 3722193761316 372219 3761316 6.31E-04 1.27E-03 1.81E-03 2.56E-04 1.04E-04 1.74E-04 1.10E-03 1.01E-03 9.70E-04 1.91E-03 2.74E-03 2.59E-03 3722293761316 372229 3761316 5.74E-04 1.16E-03 1.65E-03 2.33E-04 9.43E-05 1.58E-04 9.98E-04 9.16E-04 9.30E-04 1.82E-03 2.62E-03 2.47E-03 3722393761316 372239 3761316 5.54E-04 1.11E-03 1.59E-03 2.25E-04 9.10E-05 1.52E-04 9.62E-04 8.84E-04 8.95E-04 1.75E-03 2.51E-03 2.37E-03 3722493761316 372249 3761316 5.34E-04 1.07E-03 1.53E-03 2.17E-04 8.78E-05 1.47E-04 9.28E-04 8.52E-04 8.63E-04 1.68E-03 2.41E-03 2.28E-03 3722593761316 372259 3761316 5.16E-04 1.03E-03 1.47E-03 2.09E-04 8.49E-05 1.42E-04 8.97E-04 8.23E-04 8.33E-04 1.62E-03 2.32E-03 2.19E-03 3722693761316 372269 3761316 4.99E-04 9.94E-04 1.42E-03 2.03E-04 8.21E-05 1.37E-04 8.67E-04 7.96E-04 8.04E-04 1.56E-03 2.24E-03 2.11E-03 3722793761316 372279 3761316 4.83E-04 9.60E-04 1.37E-03 1.96E-04 7.95E-05 1.33E-04 8.39E-04 7.70E-04 7.78E-04 1.50E-03 2.16E-03 2.04E-03 3722893761316 372289 3761316 4.65E-04 9.23E-04 1.31E-03 1.89E-04 7.66E-05 1.28E-04 8.08E-04 7.42E-04 6.50E-04 1.26E-03 1.81E-03 1.71E-03 3722993761316 372299 3761316 4.54E-04 8.98E-04 1.28E-03 1.85E-04 7.48E-05 1.25E-04 7.88E-04 7.24E-04 7.29E-04 1.40E-03 2.01E-03 1.90E-03 3723093761316 372309 3761316 4.83E-04 9.47E-04 1.35E-03 1.98E-04 8.03E-05 1.34E-04 8.39E-04 7.70E-04 7.08E-04 1.36E-03 1.95E-03 1.84E-03 3723193761316 372319 3761316 4.71E-04 9.21E-04 1.31E-03 1.94E-04 7.84E-05 1.31E-04 8.18E-04 7.51E-04 6.87E-04 1.32E-03 1.89E-03 1.78E-03 3723293761316 372329 3761316 4.59E-04 8.96E-04 1.28E-03 1.89E-04 7.65E-05 1.28E-04 7.98E-04 7.33E-04 6.67E-04 1.27E-03 1.83E-03 1.73E-03 Framing/Buil
ding
Enclosure Finishes Finishes Paving Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes
Paving/Site
Work
2029 2029 2030 2030 2029 2029 2030 2030 2031 2031 3rd Trimester 0<2 2<16 Total per million 2027 2028 2029 2030 2031 Child Risk
Overlapping Phases - Maximum GLC

1.86E-04 1.29E-04 5.53E-05 6.83E-04 5.67E-04 1.05E-03 1.47E-03 2.57E-04 6.75E-05 8.78E-04 1.79E-09 4.12E-07 1.22E-08 4.26E-07 0.43 1.83E-03 3.15E-03 3.64E-03 2.46E-03 9.46E-04

1.81E-04 1.27E-04 5.41E-05 6.67E-04 5.50E-04 1.02E-03 1.42E-03 2.49E-04 6.55E-05 8.52E-04 1.76E-09 4.01E-07 1.19E-08 4.15E-07 0.42 1.79E-03 3.08E-03 3.54E-03 2.39E-03 9.18E-04

1.73E-04 1.21E-04 5.16E-05 6.37E-04 5.16E-04 9.55E-04 1.33E-03 2.34E-04 6.15E-05 8.00E-04 1.70E-09 3.80E-07 1.12E-08 3.93E-07 0.39 1.72E-03 2.94E-03 3.36E-03 2.26E-03 8.62E-04

1.69E-04 1.18E-04 5.04E-05 6.21E-04 4.99E-04 9.23E-04 1.29E-03 2.26E-04 5.95E-05 7.73E-04 1.67E-09 3.69E-07 1.08E-08 3.82E-07 0.38 1.69E-03 2.87E-03 3.26E-03 2.19E-03 8.32E-04

1.65E-04 1.15E-04 4.93E-05 6.07E-04 4.83E-04 8.93E-04 1.25E-03 2.19E-04 5.76E-05 7.48E-04 1.64E-09 3.59E-07 1.04E-08 3.71E-07 0.37 1.65E-03 2.80E-03 3.18E-03 2.12E-03 8.06E-04

1.62E-04 1.13E-04 4.81E-05 5.92E-04 4.68E-04 8.65E-04 1.21E-03 2.12E-04 5.58E-05 7.25E-04 1.61E-09 3.50E-07 1.01E-08 3.61E-07 0.36 1.62E-03 2.74E-03 3.09E-03 2.06E-03 7.81E-04

1.58E-04 1.10E-04 4.71E-05 5.79E-04 4.54E-04 8.38E-04 1.17E-03 2.06E-04 5.41E-05 7.03E-04 1.58E-09 3.40E-07 9.80E-09 3.52E-07 0.35 1.59E-03 2.68E-03 3.01E-03 2.00E-03 7.57E-04

1.55E-04 1.08E-04 4.60E-05 5.66E-04 4.40E-04 8.13E-04 1.13E-03 2.00E-04 5.25E-05 6.82E-04 1.55E-09 3.32E-07 9.52E-09 3.43E-07 0.34 1.56E-03 2.62E-03 2.94E-03 1.95E-03 7.35E-04

3.44E-04 2.40E-04 1.02E-04 1.29E-03 1.35E-03 2.57E-03 3.58E-03 6.08E-04 1.60E-04 2.10E-03 3.05E-09 8.85E-07 2.91E-08 9.17E-07 0.92 3.29E-03 6.01E-03 7.72E-03 5.58E-03 2.26E-03

3.32E-04 2.32E-04 9.89E-05 1.25E-03 1.29E-03 2.45E-03 3.41E-03 5.82E-04 1.53E-04 2.01E-03 2.96E-09 8.48E-07 2.79E-08 8.79E-07 0.88 3.17E-03 5.79E-03 7.41E-03 5.34E-03 2.16E-03

3.20E-04 2.23E-04 9.53E-05 1.20E-03 1.23E-03 2.32E-03 3.24E-03 5.53E-04 1.45E-04 1.91E-03 2.86E-09 8.10E-07 2.65E-08 8.39E-07 0.84 3.06E-03 5.56E-03 7.07E-03 5.08E-03 2.05E-03

3.09E-04 2.15E-04 9.20E-05 1.15E-03 1.17E-03 2.19E-03 3.06E-03 5.24E-04 1.38E-04 1.81E-03 2.78E-09 7.73E-07 2.51E-08 8.00E-07 0.80 2.96E-03 5.35E-03 6.76E-03 4.83E-03 1.94E-03

2.99E-04 2.08E-04 8.90E-05 1.12E-03 1.11E-03 2.09E-03 2.92E-03 5.01E-04 1.32E-04 1.72E-03 2.70E-09 7.41E-07 2.40E-08 7.68E-07 0.77 2.87E-03 5.17E-03 6.48E-03 4.62E-03 1.86E-03

2.90E-04 2.02E-04 8.63E-05 1.08E-03 1.06E-03 2.00E-03 2.78E-03 4.79E-04 1.26E-04 1.65E-03 2.63E-09 7.12E-07 2.29E-08 7.38E-07 0.74 2.78E-03 5.00E-03 6.23E-03 4.43E-03 1.77E-03

2.80E-04 1.95E-04 8.35E-05 1.04E-03 1.01E-03 1.89E-03 2.64E-03 4.55E-04 1.20E-04 1.57E-03 2.55E-09 6.81E-07 2.18E-08 7.05E-07 0.71 2.69E-03 4.82E-03 5.97E-03 4.22E-03 1.68E-03

2.71E-04 1.89E-04 8.08E-05 1.01E-03 9.62E-04 1.80E-03 2.51E-03 4.34E-04 1.14E-04 1.49E-03 2.30E-09 6.50E-07 2.07E-08 6.73E-07 0.67 2.45E-03 4.59E-03 5.67E-03 4.04E-03 1.61E-03

2.64E-04 1.84E-04 7.86E-05 9.80E-04 9.23E-04 1.72E-03 2.41E-03 4.17E-04 1.10E-04 1.43E-03 2.24E-09 6.27E-07 1.99E-08 6.49E-07 0.65 2.37E-03 4.45E-03 5.47E-03 3.88E-03 1.54E-03

2.58E-04 1.80E-04 7.67E-05 9.55E-04 8.93E-04 1.67E-03 2.33E-03 4.03E-04 1.06E-04 1.38E-03 2.36E-09 6.11E-07 1.93E-08 6.33E-07 0.63 2.47E-03 4.40E-03 5.36E-03 3.76E-03 1.49E-03

2.51E-04 1.75E-04 7.48E-05 9.30E-04 8.62E-04 1.61E-03 2.24E-03 3.90E-04 1.02E-04 1.34E-03 2.31E-09 5.93E-07 1.86E-08 6.14E-07 0.61 2.41E-03 4.28E-03 5.20E-03 3.64E-03 1.44E-03

2.44E-04 1.70E-04 7.28E-05 9.04E-04 8.28E-04 1.54E-03 2.15E-03 3.75E-04 9.85E-05 1.28E-03 2.26E-09 5.72E-07 1.79E-08 5.93E-07 0.59 2.34E-03 4.16E-03 5.03E-03 3.51E-03 1.38E-03

2.38E-04 1.66E-04 7.08E-05 8.79E-04 7.94E-04 1.48E-03 2.06E-03 3.59E-04 9.45E-05 1.23E-03 2.20E-09 5.52E-07 1.71E-08 5.72E-07 0.57 2.28E-03 4.04E-03 4.85E-03 3.37E-03 1.33E-03

2.31E-04 1.61E-04 6.89E-05 8.54E-04 7.60E-04 1.41E-03 1.97E-03 3.44E-04 9.04E-05 1.18E-03 2.15E-09 5.32E-07 1.64E-08 5.51E-07 0.55 2.22E-03 3.93E-03 4.68E-03 3.24E-03 1.27E-03

2.25E-04 1.57E-04 6.71E-05 8.31E-04 7.30E-04 1.36E-03 1.89E-03 3.31E-04 8.69E-05 1.13E-03 2.10E-09 5.15E-07 1.58E-08 5.33E-07 0.53 2.17E-03 3.82E-03 4.53E-03 3.12E-03 1.22E-03

2.19E-04 1.53E-04 6.54E-05 8.09E-04 7.02E-04 1.30E-03 1.82E-03 3.18E-04 8.36E-05 1.09E-03 1.87E-09 4.95E-07 1.52E-08 5.12E-07 0.51 1.95E-03 3.65E-03 4.33E-03 3.01E-03 1.17E-03

2.14E-04 1.49E-04 6.38E-05 7.89E-04 6.78E-04 1.26E-03 1.76E-03 3.07E-04 8.08E-05 1.05E-03 2.02E-09 4.83E-07 1.46E-08 5.00E-07 0.50 2.07E-03 3.63E-03 4.25E-03 2.92E-03 1.13E-03

2.09E-04 1.46E-04 6.23E-05 7.70E-04 6.57E-04 1.22E-03 1.70E-03 2.98E-04 7.84E-05 1.02E-03 1.98E-09 4.70E-07 1.42E-08 4.87E-07 0.49 2.02E-03 3.54E-03 4.14E-03 2.83E-03 1.10E-03

2.04E-04 1.42E-04 6.08E-05 7.51E-04 6.35E-04 1.18E-03 1.64E-03 2.88E-04 7.57E-05 9.84E-04 1.94E-09 4.57E-07 1.37E-08 4.72E-07 0.47 1.98E-03 3.45E-03 4.02E-03 2.74E-03 1.06E-03

1.99E-04 1.39E-04 5.93E-05 7.32E-04 6.12E-04 1.13E-03 1.58E-03 2.78E-04 7.31E-05 9.49E-04 1.90E-09 4.43E-07 1.32E-08 4.58E-07 0.46 1.94E-03 3.37E-03 3.90E-03 2.65E-03 1.02E-03

1.94E-04 1.36E-04 5.79E-05 7.14E-04 5.92E-04 1.10E-03 1.53E-03 2.69E-04 7.06E-05 9.17E-04 1.86E-09 4.30E-07 1.28E-08 4.45E-07 0.44 1.89E-03 3.28E-03 3.79E-03 2.57E-03 9.88E-04

1.90E-04 1.32E-04 5.65E-05 6.96E-04 5.71E-04 1.06E-03 1.48E-03 2.59E-04 6.82E-05 8.86E-04 1.83E-09 4.17E-07 1.24E-08 4.32E-07 0.43 1.85E-03 3.20E-03 3.68E-03 2.49E-03 9.54E-04

1.85E-04 1.29E-04 5.52E-05 6.80E-04 5.54E-04 1.02E-03 1.43E-03 2.52E-04 6.62E-05 8.59E-04 1.79E-09 4.06E-07 1.20E-08 4.20E-07 0.42 1.82E-03 3.13E-03 3.59E-03 2.42E-03 9.25E-04

1.81E-04 1.26E-04 5.40E-05 6.64E-04 5.37E-04 9.93E-04 1.39E-03 2.44E-04 6.41E-05 8.32E-04 1.76E-09 3.95E-07 1.16E-08 4.09E-07 0.41 1.78E-03 3.06E-03 3.49E-03 2.35E-03 8.97E-04

1.77E-04 1.23E-04 5.26E-05 6.47E-04 5.18E-04 9.57E-04 1.34E-03 2.35E-04 6.19E-05 8.03E-04 1.73E-09 3.84E-07 1.12E-08 3.96E-07 0.40 1.74E-03 2.98E-03 3.39E-03 2.27E-03 8.65E-04

1.73E-04 1.20E-04 5.14E-05 6.31E-04 5.01E-04 9.26E-04 1.29E-03 2.28E-04 5.99E-05 7.77E-04 1.70E-09 3.73E-07 1.08E-08 3.86E-07 0.39 1.71E-03 2.91E-03 3.30E-03 2.20E-03 8.37E-04

1.68E-04 1.17E-04 5.02E-05 6.16E-04 4.86E-04 8.96E-04 1.25E-03 2.21E-04 5.80E-05 7.53E-04 1.66E-09 3.63E-07 1.05E-08 3.75E-07 0.38 1.67E-03 2.84E-03 3.21E-03 2.14E-03 8.11E-04

1.64E-04 1.15E-04 4.90E-05 6.01E-04 4.70E-04 8.67E-04 1.21E-03 2.14E-04 5.62E-05 7.28E-04 1.63E-09 3.53E-07 1.02E-08 3.65E-07 0.36 1.64E-03 2.78E-03 3.12E-03 2.07E-03 7.84E-04

1.61E-04 1.12E-04 4.79E-05 5.87E-04 4.55E-04 8.40E-04 1.17E-03 2.07E-04 5.44E-05 7.06E-04 1.60E-09 3.43E-07 9.85E-09 3.55E-07 0.35 1.61E-03 2.71E-03 3.04E-03 2.01E-03 7.60E-04

3.79E-04 2.64E-04 1.13E-04 1.42E-03 1.56E-03 2.95E-03 4.11E-03 7.01E-04 1.84E-04 2.41E-03 3.29E-09 9.96E-07 3.36E-08 1.03E-06 1.03 3.55E-03 6.60E-03 8.68E-03 6.35E-03 2.60E-03

3.66E-04 2.55E-04 1.09E-04 1.37E-03 1.48E-03 2.80E-03 3.91E-03 6.68E-04 1.76E-04 2.30E-03 3.19E-09 9.52E-07 3.20E-08 9.87E-07 0.99 3.42E-03 6.35E-03 8.30E-03 6.06E-03 2.48E-03

3.52E-04 2.45E-04 1.05E-04 1.32E-03 1.39E-03 2.62E-03 3.66E-03 6.28E-04 1.65E-04 2.16E-03 3.08E-09 9.02E-07 3.00E-08 9.35E-07 0.93 3.30E-03 6.08E-03 7.87E-03 5.71E-03 2.33E-03

3.39E-04 2.37E-04 1.01E-04 1.27E-03 1.32E-03 2.48E-03 3.47E-03 5.96E-04 1.57E-04 2.05E-03 2.99E-09 8.60E-07 2.85E-08 8.92E-07 0.89 3.18E-03 5.85E-03 7.51E-03 5.43E-03 2.21E-03

3.27E-04 2.28E-04 9.75E-05 1.22E-03 1.25E-03 2.35E-03 3.27E-03 5.64E-04 1.48E-04 1.94E-03 2.89E-09 8.20E-07 2.70E-08 8.50E-07 0.85 3.07E-03 5.63E-03 7.17E-03 5.16E-03 2.09E-03

3.17E-04 2.21E-04 9.43E-05 1.18E-03 1.19E-03 2.23E-03 3.11E-03 5.37E-04 1.41E-04 1.84E-03 2.81E-09 7.85E-07 2.56E-08 8.13E-07 0.81 2.97E-03 5.43E-03 6.86E-03 4.92E-03 1.98E-03

3.07E-04 2.14E-04 9.13E-05 1.14E-03 1.13E-03 2.12E-03 2.96E-03 5.12E-04 1.35E-04 1.76E-03 2.73E-09 7.53E-07 2.45E-08 7.80E-07 0.78 2.88E-03 5.25E-03 6.59E-03 4.70E-03 1.89E-03

2.97E-04 2.07E-04 8.84E-05 1.10E-03 1.08E-03 2.01E-03 2.81E-03 4.87E-04 1.28E-04 1.67E-03 2.47E-09 7.17E-07 2.32E-08 7.43E-07 0.74 2.62E-03 4.99E-03 6.25E-03 4.48E-03 1.80E-03

2.52E-04 1.76E-04 7.50E-05 9.43E-04 1.03E-03 1.91E-03 2.67E-03 4.64E-04 1.22E-04 1.59E-03 2.38E-09 6.54E-07 2.21E-08 6.78E-07 0.68 2.53E-03 4.40E-03 5.74E-03 4.15E-03 1.71E-03

2.79E-04 1.95E-04 8.32E-05 1.04E-03 9.82E-04 1.83E-03 2.55E-03 4.44E-04 1.17E-04 1.52E-03 2.32E-09 6.62E-07 2.12E-08 6.85E-07 0.69 2.45E-03 4.67E-03 5.77E-03 4.12E-03 1.64E-03

2.72E-04 1.90E-04 8.11E-05 1.01E-03 9.46E-04 1.76E-03 2.46E-03 4.28E-04 1.13E-04 1.47E-03 2.46E-09 6.44E-07 2.04E-08 6.67E-07 0.67 2.56E-03 4.62E-03 5.65E-03 3.97E-03 1.58E-03

2.65E-04 1.85E-04 7.90E-05 9.81E-04 9.12E-04 1.70E-03 2.37E-03 4.14E-04 1.09E-04 1.41E-03 2.41E-09 6.24E-07 1.97E-08 6.46E-07 0.65 2.50E-03 4.49E-03 5.47E-03 3.84E-03 1.52E-03

2.51E-04 1.75E-04 7.49E-05 9.27E-04 8.41E-04 1.56E-03 2.18E-03 3.81E-04 1.00E-04 1.30E-03 2.30E-09 5.82E-07 1.82E-08 6.03E-07 0.60 2.37E-03 4.24E-03 5.11E-03 3.56E-03 1.40E-03

2.44E-04 1.70E-04 7.27E-05 8.99E-04 8.01E-04 1.49E-03 2.08E-03 3.63E-04 9.55E-05 1.24E-03 2.24E-09 5.60E-07 1.73E-08 5.79E-07 0.58 2.31E-03 4.12E-03 4.92E-03 3.41E-03 1.34E-03

2.37E-04 1.66E-04 7.07E-05 8.74E-04 7.69E-04 1.43E-03 1.99E-03 3.49E-04 9.18E-05 1.19E-03 2.19E-09 5.41E-07 1.66E-08 5.60E-07 0.56 2.25E-03 4.00E-03 4.75E-03 3.29E-03 1.28E-03

2.31E-04 1.61E-04 6.88E-05 8.50E-04 7.38E-04 1.37E-03 1.91E-03 3.35E-04 8.81E-05 1.14E-03 1.94E-09 5.19E-07 1.60E-08 5.37E-07 0.54 2.01E-03 3.81E-03 4.53E-03 3.16E-03 1.23E-03

2.25E-04 1.57E-04 6.70E-05 8.27E-04 7.10E-04 1.32E-03 1.84E-03 3.23E-04 8.48E-05 1.10E-03 1.89E-09 5.02E-07 1.54E-08 5.19E-07 0.52 1.96E-03 3.71E-03 4.38E-03 3.05E-03 1.19E-03

2.20E-04 1.53E-04 6.55E-05 8.07E-04 6.88E-04 1.27E-03 1.78E-03 3.13E-04 8.21E-05 1.07E-03 2.06E-09 4.92E-07 1.49E-08 5.09E-07 0.51 2.10E-03 3.70E-03 4.33E-03 2.96E-03 1.15E-03

2.09E-04 1.45E-04 6.21E-05 7.65E-04 6.37E-04 1.18E-03 1.64E-03 2.90E-04 7.61E-05 9.87E-04 1.76E-09 4.57E-07 1.38E-08 4.72E-07 0.47 1.82E-03 3.42E-03 3.99E-03 2.76E-03 1.06E-03

2.03E-04 1.42E-04 6.06E-05 7.45E-04 6.15E-04 1.14E-03 1.59E-03 2.80E-04 7.35E-05 9.53E-04 1.93E-09 4.47E-07 1.33E-08 4.62E-07 0.46 1.96E-03 3.42E-03 3.94E-03 2.67E-03 1.03E-03

1.98E-04 1.38E-04 5.91E-05 7.26E-04 5.94E-04 1.10E-03 1.53E-03 2.70E-04 7.10E-05 9.21E-04 1.90E-09 4.34E-07 1.28E-08 4.49E-07 0.45 1.92E-03 3.33E-03 3.83E-03 2.59E-03 9.92E-04

1.94E-04 1.35E-04 5.77E-05 7.09E-04 5.76E-04 1.06E-03 1.49E-03 2.62E-04 6.89E-05 8.93E-04 1.86E-09 4.23E-07 1.25E-08 4.37E-07 0.44 1.88E-03 3.26E-03 3.73E-03 2.51E-03 9.62E-04

1.85E-04 1.29E-04 5.50E-05 6.74E-04 5.39E-04 9.95E-04 1.39E-03 2.45E-04 6.45E-05 8.36E-04 1.79E-09 3.99E-07 1.17E-08 4.13E-07 0.41 1.80E-03 3.10E-03 3.53E-03 2.36E-03 9.00E-04

1.80E-04 1.25E-04 5.36E-05 6.57E-04 5.20E-04 9.60E-04 1.34E-03 2.37E-04 6.23E-05 8.07E-04 1.76E-09 3.87E-07 1.13E-08 4.00E-07 0.40 1.76E-03 3.02E-03 3.42E-03 2.29E-03 8.69E-04

1.76E-04 1.22E-04 5.23E-05 6.41E-04 5.03E-04 9.28E-04 1.30E-03 2.29E-04 6.03E-05 7.80E-04 1.73E-09 3.76E-07 1.09E-08 3.89E-07 0.39 1.73E-03 2.95E-03 3.33E-03 2.22E-03 8.41E-04

1.71E-04 1.19E-04 5.10E-05 6.25E-04 4.87E-04 8.97E-04 1.25E-03 2.22E-04 5.83E-05 7.54E-04 1.48E-09 3.62E-07 1.05E-08 3.74E-07 0.37 1.50E-03 2.80E-03 3.17E-03 2.15E-03 8.13E-04

1.67E-04 1.17E-04 4.98E-05 6.10E-04 4.71E-04 8.69E-04 1.21E-03 2.15E-04 5.65E-05 7.31E-04 1.45E-09 3.52E-07 1.02E-08 3.63E-07 0.36 1.47E-03 2.73E-03 3.08E-03 2.09E-03 7.87E-04

1.63E-04 1.14E-04 4.86E-05 5.95E-04 4.57E-04 8.43E-04 1.18E-03 2.08E-04 5.48E-05 7.09E-04 1.42E-09 3.42E-07 9.90E-09 3.54E-07 0.35 1.44E-03 2.66E-03 3.00E-03 2.03E-03 7.64E-04

4.54E-04 3.17E-04 1.35E-04 1.71E-03 2.02E-03 3.83E-03 5.35E-03 9.08E-04 2.39E-04 3.13E-03 3.79E-09 1.25E-06 4.35E-08 1.30E-06 1.30 4.14E-03 7.92E-03 1.08E-02 8.10E-03 3.37E-03

4.38E-04 3.05E-04 1.30E-04 1.65E-03 1.92E-03 3.63E-03 5.06E-03 8.63E-04 2.27E-04 2.97E-03 3.68E-09 1.19E-06 4.13E-08 1.23E-06 1.23 3.99E-03 7.61E-03 1.03E-02 7.70E-03 3.20E-03

4.22E-04 2.94E-04 1.26E-04 1.58E-03 1.82E-03 3.43E-03 4.79E-03 8.20E-04 2.16E-04 2.82E-03 3.57E-09 1.13E-06 3.92E-08 1.18E-06 1.18 3.85E-03 7.30E-03 9.86E-03 7.32E-03 3.03E-03

4.06E-04 2.83E-04 1.21E-04 1.52E-03 1.72E-03 3.24E-03 4.53E-03 7.78E-04 2.04E-04 2.67E-03 3.44E-09 1.08E-06 3.71E-08 1.12E-06 1.12 3.70E-03 7.01E-03 9.39E-03 6.95E-03 2.87E-03

3.90E-04 2.72E-04 1.16E-04 1.46E-03 1.61E-03 3.03E-03 4.22E-03 7.27E-04 1.91E-04 2.50E-03 3.33E-09 1.02E-06 3.47E-08 1.06E-06 1.06 3.56E-03 6.70E-03 8.87E-03 6.52E-03 2.69E-03

3.74E-04 2.61E-04 1.11E-04 1.40E-03 1.50E-03 2.81E-03 3.92E-03 6.77E-04 1.78E-04 2.32E-03 3.21E-09 9.59E-07 3.23E-08 9.95E-07 0.99 3.43E-03 6.41E-03 8.36E-03 6.11E-03 2.50E-03

3.61E-04 2.51E-04 1.07E-04 1.34E-03 1.42E-03 2.66E-03 3.71E-03 6.41E-04 1.69E-04 2.20E-03 3.11E-09 9.14E-07 3.06E-08 9.48E-07 0.95 3.31E-03 6.16E-03 7.98E-03 5.80E-03 2.37E-03

3.48E-04 2.43E-04 1.04E-04 1.30E-03 1.34E-03 2.51E-03 3.50E-03 6.07E-04 1.60E-04 2.08E-03 2.83E-09 8.68E-07 2.90E-08 9.00E-07 0.90 3.02E-03 5.86E-03 7.55E-03 5.51E-03 2.24E-03

3.36E-04 2.35E-04 1.00E-04 1.25E-03 1.27E-03 2.38E-03 3.32E-03 5.76E-04 1.51E-04 1.97E-03 2.73E-09 8.30E-07 2.75E-08 8.60E-07 0.86 2.91E-03 5.64E-03 7.22E-03 5.25E-03 2.12E-03

3.26E-04 2.27E-04 9.70E-05 1.21E-03 1.21E-03 2.26E-03 3.15E-03 5.48E-04 1.44E-04 1.88E-03 2.65E-09 7.94E-07 2.61E-08 8.23E-07 0.82 2.81E-03 5.44E-03 6.91E-03 5.01E-03 2.02E-03

3.16E-04 2.20E-04 9.40E-05 1.17E-03 1.15E-03 2.15E-03 3.00E-03 5.22E-04 1.37E-04 1.79E-03 2.56E-09 7.61E-07 2.49E-08 7.89E-07 0.79 2.71E-03 5.26E-03 6.63E-03 4.78E-03 1.92E-03

3.06E-04 2.13E-04 9.10E-05 1.13E-03 1.09E-03 2.04E-03 2.84E-03 4.96E-04 1.30E-04 1.70E-03 2.47E-09 7.29E-07 2.36E-08 7.55E-07 0.75 2.61E-03 5.07E-03 6.34E-03 4.56E-03 1.83E-03

2.97E-04 2.07E-04 8.83E-05 1.10E-03 1.05E-03 1.94E-03 2.71E-03 4.74E-04 1.25E-04 1.62E-03 2.40E-09 7.01E-07 2.26E-08 7.26E-07 0.73 2.53E-03 4.91E-03 6.10E-03 4.37E-03 1.75E-03

2.89E-04 2.01E-04 8.60E-05 1.07E-03 1.01E-03 1.87E-03 2.61E-03 4.56E-04 1.20E-04 1.56E-03 2.57E-09 6.81E-07 2.17E-08 7.06E-07 0.71 2.66E-03 4.86E-03 5.97E-03 4.22E-03 1.68E-03

2.81E-04 1.96E-04 8.38E-05 1.04E-03 9.68E-04 1.80E-03 2.51E-03 4.40E-04 1.16E-04 1.50E-03 2.51E-09 6.59E-07 2.09E-08 6.83E-07 0.68 2.60E-03 4.73E-03 5.78E-03 4.07E-03 1.62E-03

2.74E-04 1.91E-04 8.15E-05 1.01E-03 9.29E-04 1.72E-03 2.41E-03 4.22E-04 1.11E-04 1.44E-03 2.45E-09 6.37E-07 2.01E-08 6.59E-07 0.66 2.53E-03 4.59E-03 5.58E-03 3.92E-03 1.55E-03

2.66E-04 1.85E-04 7.92E-05 9.78E-04 8.89E-04 1.65E-03 2.30E-03 4.04E-04 1.06E-04 1.38E-03 2.40E-09 6.14E-07 1.92E-08 6.35E-07 0.64 2.46E-03 4.46E-03 5.38E-03 3.76E-03 1.48E-03

2.58E-04 1.80E-04 7.69E-05 9.49E-04 8.49E-04 1.57E-03 2.19E-03 3.86E-04 1.01E-04 1.32E-03 2.34E-09 5.90E-07 1.84E-08 6.11E-07 0.61 2.40E-03 4.33E-03 5.18E-03 3.61E-03 1.42E-03

2.51E-04 1.75E-04 7.46E-05 9.21E-04 8.10E-04 1.50E-03 2.09E-03 3.69E-04 9.69E-05 1.26E-03 2.28E-09 5.68E-07 1.75E-08 5.88E-07 0.59 2.34E-03 4.20E-03 4.99E-03 3.46E-03 1.35E-03

2.44E-04 1.70E-04 7.26E-05 8.95E-04 7.78E-04 1.44E-03 2.01E-03 3.54E-04 9.30E-05 1.21E-03 2.23E-09 5.49E-07 1.68E-08 5.68E-07 0.57 2.28E-03 4.08E-03 4.83E-03 3.33E-03 1.30E-03

2.37E-04 1.65E-04 7.06E-05 8.70E-04 7.46E-04 1.38E-03 1.93E-03 3.40E-04 8.92E-05 1.16E-03 1.95E-09 5.26E-07 1.61E-08 5.44E-07 0.54 2.02E-03 3.88E-03 4.59E-03 3.21E-03 1.25E-03

2.31E-04 1.61E-04 6.88E-05 8.47E-04 7.19E-04 1.33E-03 1.86E-03 3.28E-04 8.61E-05 1.12E-03 2.14E-09 5.14E-07 1.56E-08 5.32E-07 0.53 2.18E-03 3.86E-03 4.52E-03 3.10E-03 1.20E-03

2.25E-04 1.57E-04 6.71E-05 8.25E-04 6.96E-04 1.29E-03 1.80E-03 3.17E-04 8.33E-05 1.08E-03 2.10E-09 4.99E-07 1.51E-08 5.16E-07 0.52 2.13E-03 3.77E-03 4.39E-03 3.00E-03 1.16E-03

2.19E-04 1.53E-04 6.53E-05 8.02E-04 6.68E-04 1.23E-03 1.72E-03 3.04E-04 8.00E-05 1.04E-03 2.06E-09 4.82E-07 1.45E-08 4.99E-07 0.50 2.08E-03 3.66E-03 4.25E-03 2.89E-03 1.12E-03

2.13E-04 1.49E-04 6.35E-05 7.80E-04 6.42E-04 1.19E-03 1.65E-03 2.93E-04 7.69E-05 9.95E-04 1.78E-09 4.62E-07 1.39E-08 4.78E-07 0.48 1.82E-03 3.47E-03 4.04E-03 2.79E-03 1.07E-03

2.08E-04 1.45E-04 6.19E-05 7.59E-04 6.20E-04 1.14E-03 1.60E-03 2.82E-04 7.42E-05 9.60E-04 1.97E-09 4.53E-07 1.34E-08 4.68E-07 0.47 1.99E-03 3.47E-03 3.99E-03 2.70E-03 1.03E-03

2.02E-04 1.41E-04 6.03E-05 7.39E-04 5.98E-04 1.10E-03 1.54E-03 2.72E-04 7.16E-05 9.26E-04 1.70E-09 4.34E-07 1.29E-08 4.49E-07 0.45 1.74E-03 3.29E-03 3.80E-03 2.61E-03 9.98E-04

1.98E-04 1.38E-04 5.88E-05 7.21E-04 5.79E-04 1.07E-03 1.49E-03 2.64E-04 6.95E-05 8.98E-04 1.90E-09 4.27E-07 1.25E-08 4.41E-07 0.44 1.91E-03 3.31E-03 3.77E-03 2.54E-03 9.68E-04

1.93E-04 1.34E-04 5.74E-05 7.03E-04 5.60E-04 1.03E-03 1.44E-03 2.56E-04 6.72E-05 8.69E-04 1.86E-09 4.15E-07 1.21E-08 4.29E-07 0.43 1.87E-03 3.22E-03 3.66E-03 2.46E-03 9.36E-04

1.87E-04 1.31E-04 5.58E-05 6.84E-04 5.40E-04 9.94E-04 1.39E-03 2.46E-04 6.47E-05 8.36E-04 1.82E-09 4.02E-07 1.17E-08 4.15E-07 0.42 1.83E-03 3.14E-03 3.55E-03 2.37E-03 9.01E-04

1.83E-04 1.27E-04 5.45E-05 6.66E-04 5.22E-04 9.61E-04 1.34E-03 2.38E-04 6.26E-05 8.09E-04 1.79E-09 3.90E-07 1.13E-08 4.03E-07 0.40 1.79E-03 3.06E-03 3.45E-03 2.30E-03 8.72E-04

1.78E-04 1.24E-04 5.31E-05 6.49E-04 5.05E-04 9.30E-04 1.30E-03 2.30E-04 6.06E-05 7.83E-04 1.52E-09 3.75E-07 1.09E-08 3.87E-07 0.39 1.54E-03 2.90E-03 3.28E-03 2.23E-03 8.43E-04

1.74E-04 1.21E-04 5.17E-05 6.33E-04 4.88E-04 8.98E-04 1.25E-03 2.23E-04 5.85E-05 7.56E-04 1.48E-09 3.64E-07 1.06E-08 3.76E-07 0.38 1.50E-03 2.82E-03 3.18E-03 2.16E-03 8.15E-04

1.69E-04 1.18E-04 5.05E-05 6.17E-04 4.73E-04 8.70E-04 1.21E-03 2.16E-04 5.67E-05 7.33E-04 1.45E-09 3.53E-07 1.02E-08 3.65E-07 0.37 1.46E-03 2.75E-03 3.10E-03 2.10E-03 7.89E-04

4.87E-04 3.39E-04 1.45E-04 1.83E-03 2.25E-03 4.26E-03 5.94E-03 1.02E-03 2.68E-04 3.49E-03 3.98E-09 1.36E-06 4.86E-08 1.41E-06 1.41 4.33E-03 8.41E-03 1.18E-02 8.93E-03 3.76E-03

4.72E-04 3.29E-04 1.41E-04 1.77E-03 2.15E-03 4.05E-03 5.66E-03 9.73E-04 2.56E-04 3.33E-03 3.87E-09 1.30E-06 4.64E-08 1.35E-06 1.35 4.19E-03 8.13E-03 1.13E-02 8.54E-03 3.59E-03

4.53E-04 3.16E-04 1.35E-04 1.70E-03 2.02E-03 3.81E-03 5.31E-03 9.17E-04 2.41E-04 3.14E-03 3.73E-09 1.23E-06 4.37E-08 1.28E-06 1.28 4.02E-03 7.77E-03 1.07E-02 8.06E-03 3.38E-03

4.34E-04 3.02E-04 1.29E-04 1.62E-03 1.87E-03 3.51E-03 4.90E-03 8.47E-04 2.23E-04 2.90E-03 3.60E-09 1.16E-06 4.04E-08 1.20E-06 1.20 3.86E-03 7.41E-03 1.01E-02 7.49E-03 3.12E-03

4.16E-04 2.90E-04 1.24E-04 1.55E-03 1.74E-03 3.26E-03 4.55E-03 7.88E-04 2.07E-04 2.70E-03 3.48E-09 1.09E-06 3.76E-08 1.13E-06 1.13 3.71E-03 7.08E-03 9.48E-03 7.01E-03 2.90E-03

3.99E-04 2.78E-04 1.19E-04 1.49E-03 1.62E-03 3.03E-03 4.23E-03 7.35E-04 1.93E-04 2.51E-03 3.16E-09 1.02E-06 3.50E-08 1.06E-06 1.06 3.38E-03 6.70E-03 8.88E-03 6.57E-03 2.71E-03

3.85E-04 2.68E-04 1.15E-04 1.43E-03 1.53E-03 2.86E-03 3.99E-03 6.95E-04 1.83E-04 2.37E-03 3.04E-09 9.73E-07 3.31E-08 1.01E-06 1.01 3.25E-03 6.43E-03 8.45E-03 6.23E-03 2.56E-03

3.72E-04 2.59E-04 1.11E-04 1.38E-03 1.45E-03 2.70E-03 3.77E-03 6.57E-04 1.73E-04 2.24E-03 2.94E-09 9.27E-07 3.13E-08 9.62E-07 0.96 3.13E-03 6.19E-03 8.06E-03 5.92E-03 2.42E-03

3.59E-04 2.50E-04 1.07E-04 1.33E-03 1.37E-03 2.55E-03 3.57E-03 6.23E-04 1.64E-04 2.13E-03 2.84E-09 8.85E-07 2.96E-08 9.18E-07 0.92 3.02E-03 5.96E-03 7.69E-03 5.63E-03 2.29E-03

3.47E-04 2.42E-04 1.03E-04 1.29E-03 1.30E-03 2.42E-03 3.38E-03 5.91E-04 1.55E-04 2.02E-03 2.75E-09 8.46E-07 2.81E-08 8.77E-07 0.88 2.91E-03 5.75E-03 7.36E-03 5.36E-03 2.17E-03

3.36E-04 2.35E-04 1.00E-04 1.24E-03 1.23E-03 2.29E-03 3.20E-03 5.61E-04 1.47E-04 1.91E-03 2.66E-09 8.10E-07 2.67E-08 8.39E-07 0.84 2.81E-03 5.55E-03 7.04E-03 5.11E-03 2.06E-03

2.79E-04 1.94E-04 8.30E-05 1.04E-03 1.17E-03 2.17E-03 3.03E-03 5.32E-04 1.40E-04 1.81E-03 2.56E-09 7.30E-07 2.53E-08 7.58E-07 0.76 2.70E-03 4.80E-03 6.40E-03 4.68E-03 1.95E-03

3.16E-04 2.20E-04 9.41E-05 1.16E-03 1.12E-03 2.08E-03 2.90E-03 5.09E-04 1.34E-04 1.73E-03 2.50E-09 7.45E-07 2.42E-08 7.71E-07 0.77 2.63E-03 5.19E-03 6.48E-03 4.66E-03 1.87E-03

3.07E-04 2.14E-04 9.15E-05 1.13E-03 1.07E-03 1.99E-03 2.78E-03 4.89E-04 1.29E-04 1.67E-03 2.69E-09 7.24E-07 2.33E-08 7.50E-07 0.75 2.78E-03 5.13E-03 6.34E-03 4.49E-03 1.79E-03

2.99E-04 2.08E-04 8.89E-05 1.10E-03 1.03E-03 1.91E-03 2.66E-03 4.69E-04 1.23E-04 1.60E-03 2.62E-09 6.98E-07 2.23E-08 7.23E-07 0.72 2.70E-03 4.98E-03 6.11E-03 4.32E-03 1.72E-03

2.90E-04 2.02E-04 8.64E-05 1.07E-03 9.85E-04 1.82E-03 2.55E-03 4.49E-04 1.18E-04 1.53E-03 2.56E-09 6.72E-07 2.13E-08 6.96E-07 0.70 2.63E-03 4.83E-03 5.89E-03 4.15E-03 1.64E-03 Demolition Excavation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes Finishes
Paving/Site
Work
Paving/Site
Work Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Subterranean
Work/Concre
te Structure
Unique Identifier X (UTM) Y (UTM) 2027 2027 2027 2028 2028 2029 2028 2029 2028 2028 2028 2029 3723493761316 372349 3761316 4.37E-04 8.50E-04 1.21E-03 1.80E-04 7.30E-05 1.22E-04 7.60E-04 6.98E-04 6.27E-04 1.20E-03 1.71E-03 1.62E-03 3723593761316 372359 3761316 4.26E-04 8.27E-04 1.18E-03 1.76E-04 7.13E-05 1.19E-04 7.41E-04 6.80E-04 6.07E-04 1.16E-03 1.66E-03 1.57E-03 3723693761316 372369 3761316 4.16E-04 8.06E-04 1.15E-03 1.72E-04 6.97E-05 1.17E-04 7.24E-04 6.64E-04 5.90E-04 1.12E-03 1.61E-03 1.52E-03 3723793761316 372379 3761316 3.64E-04 7.08E-04 1.01E-03 1.49E-04 6.03E-05 1.01E-04 6.32E-04 5.80E-04 5.72E-04 1.08E-03 1.56E-03 1.47E-03 3723893761316 372389 3761316 3.54E-04 6.88E-04 9.81E-04 1.45E-04 5.87E-05 9.82E-05 6.15E-04 5.65E-04 5.56E-04 1.05E-03 1.51E-03 1.43E-03 3723993761316 372399 3761316 3.89E-04 7.50E-04 1.07E-03 1.61E-04 6.53E-05 1.09E-04 6.77E-04 6.21E-04 5.41E-04 1.02E-03 1.47E-03 1.39E-03 3724193761316 372419 3761316 3.28E-04 6.35E-04 9.05E-04 1.35E-04 5.46E-05 9.12E-05 5.70E-04 5.23E-04 5.10E-04 9.63E-04 1.38E-03 1.30E-03 3724293761316 372429 3761316 3.21E-04 6.21E-04 8.85E-04 1.32E-04 5.35E-05 8.94E-05 5.58E-04 5.12E-04 4.96E-04 9.36E-04 1.34E-03 1.27E-03 3724393761316 372439 3761316 3.14E-04 6.06E-04 8.63E-04 1.29E-04 5.23E-05 8.74E-05 5.45E-04 5.01E-04 4.83E-04 9.10E-04 1.30E-03 1.23E-03 3724493761316 372449 3761316 3.50E-04 6.70E-04 9.55E-04 1.46E-04 5.89E-05 9.86E-05 6.08E-04 5.59E-04 4.70E-04 8.86E-04 1.27E-03 1.20E-03 3724693761316 372469 3761316 3.36E-04 6.41E-04 9.14E-04 1.40E-04 5.66E-05 9.47E-05 5.84E-04 5.36E-04 4.46E-04 8.38E-04 1.20E-03 1.14E-03 3724793761316 372479 3761316 2.86E-04 5.50E-04 7.84E-04 1.18E-04 4.79E-05 8.01E-05 4.98E-04 4.57E-04 4.34E-04 8.14E-04 1.17E-03 1.10E-03 3724893761316 372489 3761316 2.78E-04 5.34E-04 7.61E-04 1.15E-04 4.65E-05 7.78E-05 4.83E-04 4.44E-04 4.22E-04 7.92E-04 1.14E-03 1.07E-03 3724993761316 372499 3761316 2.71E-04 5.19E-04 7.40E-04 1.12E-04 4.53E-05 7.58E-05 4.71E-04 4.32E-04 3.48E-04 6.55E-04 9.40E-04 8.88E-04 3725093761316 372509 3761316 2.65E-04 5.07E-04 7.22E-04 1.09E-04 4.43E-05 7.41E-05 4.60E-04 4.22E-04 3.38E-04 6.37E-04 9.14E-04 8.64E-04 3721793761326 372179 3761326 7.65E-04 1.57E-03 2.23E-03 3.10E-04 1.26E-04 2.10E-04 1.33E-03 1.22E-03 1.23E-03 2.47E-03 3.55E-03 3.35E-03 3721893761326 372189 3761326 7.41E-04 1.51E-03 2.15E-03 3.01E-04 1.22E-04 2.04E-04 1.29E-03 1.18E-03 1.19E-03 2.38E-03 3.41E-03 3.22E-03 3721993761326 372199 3761326 7.12E-04 1.44E-03 2.06E-03 2.89E-04 1.17E-04 1.96E-04 1.24E-03 1.14E-03 1.14E-03 2.26E-03 3.24E-03 3.06E-03 3722093761326 372209 3761326 6.86E-04 1.38E-03 1.97E-03 2.79E-04 1.13E-04 1.89E-04 1.19E-03 1.09E-03 1.09E-03 2.14E-03 3.07E-03 2.90E-03 3722193761326 372219 3761326 6.61E-04 1.33E-03 1.89E-03 2.69E-04 1.09E-04 1.82E-04 1.15E-03 1.05E-03 1.04E-03 2.04E-03 2.92E-03 2.76E-03 3722293761326 372229 3761326 5.98E-04 1.20E-03 1.71E-03 2.42E-04 9.82E-05 1.64E-04 1.04E-03 9.54E-04 9.95E-04 1.95E-03 2.79E-03 2.64E-03 3722393761326 372239 3761326 5.76E-04 1.15E-03 1.65E-03 2.34E-04 9.47E-05 1.58E-04 1.00E-03 9.19E-04 9.58E-04 1.87E-03 2.68E-03 2.53E-03 3722493761326 372249 3761326 5.56E-04 1.11E-03 1.58E-03 2.26E-04 9.14E-05 1.53E-04 9.65E-04 8.86E-04 9.22E-04 1.79E-03 2.57E-03 2.43E-03 3722593761326 372259 3761326 5.37E-04 1.07E-03 1.52E-03 2.18E-04 8.83E-05 1.48E-04 9.32E-04 8.56E-04 8.89E-04 1.72E-03 2.47E-03 2.33E-03 3722693761326 372269 3761326 5.19E-04 1.03E-03 1.47E-03 2.11E-04 8.54E-05 1.43E-04 9.01E-04 8.27E-04 8.58E-04 1.66E-03 2.38E-03 2.25E-03 3722793761326 372279 3761326 5.01E-04 9.94E-04 1.42E-03 2.04E-04 8.26E-05 1.38E-04 8.71E-04 8.00E-04 8.29E-04 1.60E-03 2.29E-03 2.16E-03 3722893761326 372289 3761326 4.82E-04 9.55E-04 1.36E-03 1.96E-04 7.95E-05 1.33E-04 8.38E-04 7.70E-04 6.85E-04 1.33E-03 1.91E-03 1.80E-03 3722993761326 372299 3761326 4.70E-04 9.28E-04 1.32E-03 1.91E-04 7.75E-05 1.30E-04 8.16E-04 7.50E-04 7.74E-04 1.48E-03 2.13E-03 2.01E-03 3723093761326 372309 3761326 5.04E-04 9.86E-04 1.41E-03 2.07E-04 8.40E-05 1.41E-04 8.76E-04 8.04E-04 7.51E-04 1.44E-03 2.06E-03 1.95E-03 3723193761326 372319 3761326 4.92E-04 9.59E-04 1.37E-03 2.02E-04 8.20E-05 1.37E-04 8.54E-04 7.84E-04 7.28E-04 1.39E-03 1.99E-03 1.88E-03 3723293761326 372329 3761326 4.79E-04 9.34E-04 1.33E-03 1.98E-04 8.01E-05 1.34E-04 8.33E-04 7.65E-04 7.05E-04 1.34E-03 1.93E-03 1.82E-03 3723393761326 372339 3761326 4.68E-04 9.09E-04 1.30E-03 1.93E-04 7.82E-05 1.31E-04 8.13E-04 7.46E-04 6.84E-04 1.30E-03 1.87E-03 1.76E-03 3723493761326 372349 3761326 4.56E-04 8.85E-04 1.26E-03 1.89E-04 7.64E-05 1.28E-04 7.93E-04 7.28E-04 6.63E-04 1.26E-03 1.81E-03 1.71E-03 3723593761326 372359 3761326 4.45E-04 8.62E-04 1.23E-03 1.84E-04 7.46E-05 1.25E-04 7.73E-04 7.10E-04 6.41E-04 1.22E-03 1.75E-03 1.65E-03 3723693761326 372369 3761326 3.87E-04 7.54E-04 1.07E-03 1.59E-04 6.43E-05 1.08E-04 6.73E-04 6.18E-04 6.21E-04 1.18E-03 1.69E-03 1.59E-03 3723793761326 372379 3761326 3.75E-04 7.29E-04 1.04E-03 1.54E-04 6.23E-05 1.04E-04 6.52E-04 5.98E-04 6.01E-04 1.14E-03 1.63E-03 1.54E-03 3723893761326 372389 3761326 3.63E-04 7.05E-04 1.00E-03 1.49E-04 6.03E-05 1.01E-04 6.31E-04 5.79E-04 4.93E-04 9.37E-04 1.34E-03 1.27E-03 3723993761326 372399 3761326 3.56E-04 6.89E-04 9.82E-04 1.46E-04 5.92E-05 9.90E-05 6.18E-04 5.68E-04 5.66E-04 1.07E-03 1.53E-03 1.45E-03 3724093761326 372409 3761326 3.97E-04 7.62E-04 1.09E-03 1.65E-04 6.67E-05 1.12E-04 6.89E-04 6.33E-04 5.51E-04 1.04E-03 1.49E-03 1.41E-03 3724193761326 372419 3761326 3.40E-04 6.57E-04 9.36E-04 1.40E-04 5.67E-05 9.48E-05 5.91E-04 5.43E-04 5.34E-04 1.01E-03 1.44E-03 1.36E-03 3724293761326 372429 3761326 3.30E-04 6.37E-04 9.08E-04 1.36E-04 5.51E-05 9.21E-05 5.74E-04 5.27E-04 5.19E-04 9.76E-04 1.40E-03 1.32E-03 3724393761326 372439 3761326 3.23E-04 6.22E-04 8.86E-04 1.33E-04 5.39E-05 9.01E-05 5.61E-04 5.15E-04 5.04E-04 9.48E-04 1.36E-03 1.28E-03 3724493761326 372449 3761326 3.14E-04 6.04E-04 8.61E-04 1.29E-04 5.24E-05 8.77E-05 5.46E-04 5.01E-04 4.90E-04 9.20E-04 1.32E-03 1.25E-03 3724593761326 372459 3761326 3.10E-04 5.95E-04 8.48E-04 1.28E-04 5.18E-05 8.66E-05 5.38E-04 4.94E-04 4.77E-04 8.96E-04 1.28E-03 1.21E-03 3724693761326 372469 3761326 3.03E-04 5.80E-04 8.27E-04 1.25E-04 5.06E-05 8.47E-05 5.26E-04 4.83E-04 4.64E-04 8.70E-04 1.25E-03 1.18E-03 3724793761326 372479 3761326 2.93E-04 5.62E-04 8.01E-04 1.21E-04 4.91E-05 8.21E-05 5.09E-04 4.68E-04 4.51E-04 8.45E-04 1.21E-03 1.14E-03 3724893761326 372489 3761326 2.85E-04 5.47E-04 7.79E-04 1.18E-04 4.78E-05 7.99E-05 4.96E-04 4.55E-04 4.38E-04 8.21E-04 1.18E-03 1.11E-03 3724993761326 372499 3761326 2.79E-04 5.33E-04 7.60E-04 1.15E-04 4.67E-05 7.81E-05 4.84E-04 4.45E-04 4.27E-04 7.99E-04 1.15E-03 1.08E-03 3725093761326 372509 3761326 2.71E-04 5.18E-04 7.39E-04 1.12E-04 4.55E-05 7.60E-05 4.71E-04 4.33E-04 3.49E-04 6.57E-04 9.42E-04 8.90E-04 3725193761326 372519 3761326 2.64E-04 5.05E-04 7.20E-04 1.10E-04 4.44E-05 7.42E-05 4.60E-04 4.22E-04 3.39E-04 6.37E-04 9.14E-04 8.63E-04 3721793761336 372179 3761336 8.07E-04 1.65E-03 2.35E-03 3.28E-04 1.33E-04 2.22E-04 1.40E-03 1.29E-03 1.33E-03 2.66E-03 3.82E-03 3.61E-03 3721893761336 372189 3761336 7.82E-04 1.59E-03 2.26E-03 3.17E-04 1.29E-04 2.15E-04 1.36E-03 1.25E-03 1.29E-03 2.56E-03 3.66E-03 3.46E-03 3721993761336 372199 3761336 7.50E-04 1.52E-03 2.16E-03 3.05E-04 1.24E-04 2.07E-04 1.30E-03 1.20E-03 1.23E-03 2.43E-03 3.48E-03 3.29E-03 3722093761336 372209 3761336 7.22E-04 1.45E-03 2.07E-03 2.94E-04 1.19E-04 1.99E-04 1.25E-03 1.15E-03 1.17E-03 2.30E-03 3.30E-03 3.12E-03 3722193761336 372219 3761336 6.95E-04 1.39E-03 1.98E-03 2.83E-04 1.15E-04 1.92E-04 1.21E-03 1.11E-03 1.12E-03 2.18E-03 3.13E-03 2.96E-03 3722293761336 372229 3761336 6.24E-04 1.25E-03 1.78E-03 2.53E-04 1.03E-04 1.71E-04 1.08E-03 9.95E-04 1.07E-03 2.08E-03 2.99E-03 2.82E-03 3722393761336 372239 3761336 6.00E-04 1.20E-03 1.71E-03 2.44E-04 9.88E-05 1.65E-04 1.04E-03 9.58E-04 1.03E-03 2.00E-03 2.86E-03 2.70E-03 3722493761336 372249 3761336 5.79E-04 1.15E-03 1.65E-03 2.35E-04 9.53E-05 1.59E-04 1.01E-03 9.23E-04 9.89E-04 1.91E-03 2.74E-03 2.59E-03 3722593761336 372259 3761336 5.58E-04 1.11E-03 1.58E-03 2.27E-04 9.20E-05 1.54E-04 9.70E-04 8.91E-04 9.52E-04 1.84E-03 2.64E-03 2.49E-03 3722693761336 372269 3761336 5.37E-04 1.07E-03 1.52E-03 2.19E-04 8.86E-05 1.48E-04 9.34E-04 8.57E-04 9.17E-04 1.76E-03 2.53E-03 2.39E-03 3722793761336 372279 3761336 5.17E-04 1.02E-03 1.46E-03 2.11E-04 8.53E-05 1.43E-04 8.99E-04 8.25E-04 7.52E-04 1.46E-03 2.09E-03 1.97E-03 3722893761336 372289 3761336 4.99E-04 9.85E-04 1.40E-03 2.03E-04 8.23E-05 1.38E-04 8.67E-04 7.96E-04 7.18E-04 1.39E-03 1.99E-03 1.88E-03 3722993761336 372299 3761336 4.85E-04 9.55E-04 1.36E-03 1.98E-04 8.01E-05 1.34E-04 8.42E-04 7.73E-04 6.96E-04 1.34E-03 1.93E-03 1.82E-03 3723093761336 372309 3761336 4.74E-04 9.32E-04 1.33E-03 1.94E-04 7.84E-05 1.31E-04 8.23E-04 7.56E-04 7.97E-04 1.52E-03 2.18E-03 2.06E-03 3723193761336 372319 3761336 4.62E-04 9.07E-04 1.29E-03 1.89E-04 7.66E-05 1.28E-04 8.03E-04 7.37E-04 7.71E-04 1.47E-03 2.11E-03 1.99E-03 3723293761336 372329 3761336 5.01E-04 9.73E-04 1.39E-03 2.07E-04 8.38E-05 1.40E-04 8.71E-04 8.00E-04 7.47E-04 1.42E-03 2.04E-03 1.92E-03 3723393761336 372339 3761336 4.89E-04 9.48E-04 1.35E-03 2.02E-04 8.19E-05 1.37E-04 8.50E-04 7.80E-04 7.23E-04 1.37E-03 1.97E-03 1.86E-03 3723593761336 372359 3761336 4.65E-04 8.98E-04 1.28E-03 1.93E-04 7.81E-05 1.31E-04 8.08E-04 7.42E-04 6.77E-04 1.28E-03 1.84E-03 1.74E-03 3723693761336 372369 3761336 4.01E-04 7.78E-04 1.11E-03 1.64E-04 6.66E-05 1.11E-04 6.96E-04 6.39E-04 6.54E-04 1.24E-03 1.77E-03 1.67E-03 3723793761336 372379 3761336 3.86E-04 7.49E-04 1.07E-03 1.58E-04 6.42E-05 1.07E-04 6.71E-04 6.16E-04 6.32E-04 1.19E-03 1.71E-03 1.62E-03 3723893761336 372389 3761336 3.73E-04 7.22E-04 1.03E-03 1.53E-04 6.19E-05 1.04E-04 6.47E-04 5.94E-04 5.09E-04 9.67E-04 1.39E-03 1.31E-03 3723993761336 372399 3761336 3.64E-04 7.04E-04 1.00E-03 1.50E-04 6.06E-05 1.01E-04 6.33E-04 5.81E-04 4.97E-04 9.42E-04 1.35E-03 1.28E-03 3724093761336 372409 3761336 3.60E-04 6.95E-04 9.90E-04 1.48E-04 6.00E-05 1.00E-04 6.25E-04 5.74E-04 5.77E-04 1.09E-03 1.56E-03 1.47E-03 3724293761336 372429 3761336 3.40E-04 6.54E-04 9.32E-04 1.40E-04 5.67E-05 9.48E-05 5.90E-04 5.42E-04 5.42E-04 1.02E-03 1.46E-03 1.38E-03 3724393761336 372439 3761336 3.30E-04 6.35E-04 9.05E-04 1.36E-04 5.52E-05 9.23E-05 5.74E-04 5.27E-04 4.44E-04 8.37E-04 1.20E-03 1.13E-03 3724493761336 372449 3761336 3.23E-04 6.20E-04 8.83E-04 1.33E-04 5.40E-05 9.03E-05 5.61E-04 5.15E-04 4.32E-04 8.15E-04 1.17E-03 1.10E-03 3724593761336 372459 3761336 3.17E-04 6.07E-04 8.65E-04 1.31E-04 5.30E-05 8.86E-05 5.50E-04 5.05E-04 4.96E-04 9.30E-04 1.33E-03 1.26E-03 3724793761336 372479 3761336 3.02E-04 5.77E-04 8.23E-04 1.25E-04 5.06E-05 8.46E-05 5.24E-04 4.81E-04 4.69E-04 8.77E-04 1.26E-03 1.19E-03 3724893761336 372489 3761336 2.93E-04 5.59E-04 7.97E-04 1.21E-04 4.91E-05 8.21E-05 5.08E-04 4.67E-04 3.84E-04 7.22E-04 1.04E-03 9.79E-04 3724993761336 372499 3761336 2.84E-04 5.43E-04 7.73E-04 1.18E-04 4.77E-05 7.97E-05 4.94E-04 4.53E-04 3.71E-04 6.96E-04 9.98E-04 9.43E-04 3725093761336 372509 3761336 2.76E-04 5.27E-04 7.52E-04 1.15E-04 4.64E-05 7.76E-05 4.80E-04 4.41E-04 3.58E-04 6.72E-04 9.64E-04 9.11E-04 3725193761336 372519 3761336 2.69E-04 5.13E-04 7.31E-04 1.12E-04 4.52E-05 7.56E-05 4.67E-04 4.29E-04 3.47E-04 6.51E-04 9.33E-04 8.82E-04 3721803761346 372180 3761346 8.51E-04 1.73E-03 2.47E-03 3.46E-04 1.40E-04 2.34E-04 1.48E-03 1.36E-03 1.45E-03 2.87E-03 4.12E-03 3.89E-03 3721893761346 372189 3761346 8.26E-04 1.67E-03 2.38E-03 3.36E-04 1.36E-04 2.28E-04 1.43E-03 1.32E-03 1.40E-03 2.76E-03 3.96E-03 3.74E-03 3721993761346 372199 3761346 7.92E-04 1.60E-03 2.28E-03 3.22E-04 1.31E-04 2.18E-04 1.38E-03 1.26E-03 1.33E-03 2.62E-03 3.76E-03 3.55E-03 3722093761346 372209 3761346 7.61E-04 1.53E-03 2.18E-03 3.10E-04 1.26E-04 2.10E-04 1.32E-03 1.21E-03 1.27E-03 2.48E-03 3.56E-03 3.36E-03 3722193761346 372219 3761346 7.32E-04 1.46E-03 2.08E-03 2.99E-04 1.21E-04 2.02E-04 1.27E-03 1.17E-03 1.21E-03 2.35E-03 3.37E-03 3.18E-03 3722293761346 372229 3761346 6.52E-04 1.30E-03 1.86E-03 2.65E-04 1.07E-04 1.79E-04 1.13E-03 1.04E-03 1.15E-03 2.24E-03 3.21E-03 3.03E-03 3722393761346 372239 3761346 6.27E-04 1.25E-03 1.78E-03 2.55E-04 1.03E-04 1.73E-04 1.09E-03 1.00E-03 1.11E-03 2.14E-03 3.07E-03 2.90E-03 3722493761346 372249 3761346 6.03E-04 1.20E-03 1.71E-03 2.45E-04 9.94E-05 1.66E-04 1.05E-03 9.62E-04 1.06E-03 2.05E-03 2.94E-03 2.78E-03 3722593761346 372259 3761346 5.79E-04 1.15E-03 1.64E-03 2.36E-04 9.55E-05 1.60E-04 1.01E-03 9.24E-04 1.02E-03 1.96E-03 2.81E-03 2.66E-03 3722693761346 372269 3761346 5.56E-04 1.10E-03 1.57E-03 2.26E-04 9.17E-05 1.53E-04 9.66E-04 8.87E-04 8.27E-04 1.60E-03 2.30E-03 2.17E-03 3722793761346 372279 3761346 5.32E-04 1.05E-03 1.50E-03 2.17E-04 8.78E-05 1.47E-04 9.24E-04 8.49E-04 7.82E-04 1.51E-03 2.17E-03 2.05E-03 3722893761346 372289 3761346 5.12E-04 1.01E-03 1.44E-03 2.08E-04 8.45E-05 1.41E-04 8.89E-04 8.16E-04 7.44E-04 1.43E-03 2.06E-03 1.94E-03 3722993761346 372299 3761346 4.99E-04 9.81E-04 1.40E-03 2.04E-04 8.25E-05 1.38E-04 8.67E-04 7.96E-04 7.25E-04 1.39E-03 2.00E-03 1.89E-03 3723093761346 372309 3761346 4.91E-04 9.63E-04 1.37E-03 2.01E-04 8.13E-05 1.36E-04 8.53E-04 7.83E-04 8.47E-04 1.61E-03 2.31E-03 2.18E-03 3723193761346 372319 3761346 4.78E-04 9.36E-04 1.33E-03 1.96E-04 7.93E-05 1.33E-04 8.31E-04 7.63E-04 8.18E-04 1.55E-03 2.23E-03 2.11E-03 3723293761346 372329 3761346 4.66E-04 9.09E-04 1.30E-03 1.91E-04 7.73E-05 1.29E-04 8.09E-04 7.43E-04 7.91E-04 1.50E-03 2.15E-03 2.03E-03 3723393761346 372339 3761346 5.12E-04 9.89E-04 1.41E-03 2.12E-04 8.59E-05 1.44E-04 8.89E-04 8.17E-04 7.65E-04 1.45E-03 2.08E-03 1.96E-03 3723493761346 372349 3761346 4.99E-04 9.63E-04 1.37E-03 2.07E-04 8.39E-05 1.40E-04 8.67E-04 7.97E-04 7.40E-04 1.40E-03 2.01E-03 1.89E-03 3723593761346 372359 3761346 4.87E-04 9.38E-04 1.34E-03 2.02E-04 8.18E-05 1.37E-04 8.46E-04 7.77E-04 7.14E-04 1.35E-03 1.93E-03 1.83E-03 3723693761346 372369 3761346 4.15E-04 8.04E-04 1.15E-03 1.71E-04 6.91E-05 1.16E-04 7.21E-04 6.62E-04 6.89E-04 1.30E-03 1.86E-03 1.76E-03 3723793761346 372379 3761346 3.98E-04 7.71E-04 1.10E-03 1.64E-04 6.63E-05 1.11E-04 6.92E-04 6.35E-04 5.58E-04 1.06E-03 1.52E-03 1.43E-03 3723893761346 372389 3761346 3.84E-04 7.42E-04 1.06E-03 1.58E-04 6.39E-05 1.07E-04 6.66E-04 6.12E-04 5.31E-04 1.00E-03 1.44E-03 1.36E-03 3723993761346 372399 3761346 3.74E-04 7.23E-04 1.03E-03 1.54E-04 6.24E-05 1.04E-04 6.51E-04 5.98E-04 5.17E-04 9.77E-04 1.40E-03 1.32E-03 3724093761346 372409 3761346 3.69E-04 7.12E-04 1.01E-03 1.52E-04 6.17E-05 1.03E-04 6.42E-04 5.89E-04 6.03E-04 1.13E-03 1.63E-03 1.54E-03 3724193761346 372419 3761346 3.64E-04 7.01E-04 9.99E-04 1.50E-04 6.10E-05 1.02E-04 6.33E-04 5.81E-04 5.86E-04 1.10E-03 1.58E-03 1.49E-03 3724293761346 372429 3761346 3.52E-04 6.77E-04 9.65E-04 1.46E-04 5.90E-05 9.86E-05 6.12E-04 5.62E-04 5.67E-04 1.06E-03 1.53E-03 1.44E-03 3724393761346 372439 3761346 3.40E-04 6.52E-04 9.29E-04 1.40E-04 5.68E-05 9.51E-05 5.90E-04 5.42E-04 4.61E-04 8.68E-04 1.25E-03 1.18E-03 3724493761346 372449 3761346 3.31E-04 6.34E-04 9.04E-04 1.37E-04 5.54E-05 9.27E-05 5.75E-04 5.28E-04 4.47E-04 8.41E-04 1.21E-03 1.14E-03 3724593761346 372459 3761346 3.23E-04 6.19E-04 8.83E-04 1.34E-04 5.42E-05 9.07E-05 5.62E-04 5.16E-04 4.35E-04 8.18E-04 1.17E-03 1.11E-03 3724693761346 372469 3761346 3.19E-04 6.09E-04 8.68E-04 1.32E-04 5.35E-05 8.95E-05 5.54E-04 5.09E-04 5.02E-04 9.39E-04 1.35E-03 1.27E-03 3724793761346 372479 3761346 3.10E-04 5.92E-04 8.44E-04 1.29E-04 5.21E-05 8.71E-05 5.39E-04 4.95E-04 4.15E-04 7.78E-04 1.12E-03 1.05E-03 3724893761346 372489 3761346 3.00E-04 5.72E-04 8.16E-04 1.24E-04 5.04E-05 8.43E-05 5.21E-04 4.78E-04 3.98E-04 7.46E-04 1.07E-03 1.01E-03 3724993761346 372499 3761346 2.91E-04 5.54E-04 7.90E-04 1.21E-04 4.89E-05 8.17E-05 5.05E-04 4.64E-04 3.83E-04 7.17E-04 1.03E-03 9.72E-04 Framing/Buil
ding
Enclosure Finishes Finishes Paving Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes
Paving/Site
Work
2029 2029 2030 2030 2029 2029 2030 2030 2031 2031 3rd Trimester 0<2 2<16 Total per million 2027 2028 2029 2030 2031 Child Risk
Overlapping Phases - Maximum GLC

2.73E-04 1.91E-04 8.14E-05 1.00E-03 9.00E-04 1.66E-03 2.32E-03 4.10E-04 1.08E-04 1.39E-03 2.44E-09 6.23E-07 1.95E-08 6.45E-07 0.65 2.50E-03 4.55E-03 5.47E-03 3.82E-03 1.50E-03

2.65E-04 1.85E-04 7.89E-05 9.71E-04 8.55E-04 1.58E-03 2.21E-03 3.90E-04 1.02E-04 1.33E-03 2.39E-09 5.98E-07 1.85E-08 6.19E-07 0.62 2.43E-03 4.41E-03 5.25E-03 3.65E-03 1.43E-03

2.57E-04 1.79E-04 7.66E-05 9.42E-04 8.19E-04 1.51E-03 2.11E-03 3.74E-04 9.82E-05 1.27E-03 2.33E-09 5.77E-07 1.77E-08 5.97E-07 0.60 2.37E-03 4.28E-03 5.07E-03 3.51E-03 1.37E-03

2.50E-04 1.74E-04 7.44E-05 9.14E-04 7.84E-04 1.45E-03 2.02E-03 3.58E-04 9.40E-05 1.22E-03 2.02E-09 5.51E-07 1.70E-08 5.70E-07 0.57 2.08E-03 4.05E-03 4.81E-03 3.37E-03 1.31E-03

2.43E-04 1.69E-04 7.23E-05 8.88E-04 7.53E-04 1.39E-03 1.94E-03 3.43E-04 9.02E-05 1.17E-03 1.97E-09 5.32E-07 1.63E-08 5.51E-07 0.55 2.02E-03 3.94E-03 4.64E-03 3.24E-03 1.26E-03

2.37E-04 1.65E-04 7.04E-05 8.64E-04 7.27E-04 1.34E-03 1.87E-03 3.32E-04 8.72E-05 1.13E-03 2.19E-09 5.21E-07 1.57E-08 5.39E-07 0.54 2.21E-03 3.93E-03 4.59E-03 3.14E-03 1.21E-03

2.23E-04 1.56E-04 6.65E-05 8.15E-04 6.70E-04 1.23E-03 1.72E-03 3.06E-04 8.03E-05 1.04E-03 1.83E-09 4.81E-07 1.45E-08 4.98E-07 0.50 1.87E-03 3.61E-03 4.20E-03 2.91E-03 1.12E-03

2.17E-04 1.52E-04 6.48E-05 7.93E-04 6.46E-04 1.19E-03 1.66E-03 2.95E-04 7.75E-05 1.00E-03 1.79E-09 4.67E-07 1.40E-08 4.82E-07 0.48 1.83E-03 3.52E-03 4.08E-03 2.81E-03 1.08E-03

2.12E-04 1.48E-04 6.31E-05 7.72E-04 6.23E-04 1.15E-03 1.60E-03 2.85E-04 7.48E-05 9.66E-04 1.75E-09 4.52E-07 1.35E-08 4.67E-07 0.47 1.78E-03 3.42E-03 3.95E-03 2.72E-03 1.04E-03

2.06E-04 1.44E-04 6.15E-05 7.52E-04 6.03E-04 1.11E-03 1.55E-03 2.75E-04 7.24E-05 9.34E-04 1.97E-09 4.44E-07 1.31E-08 4.59E-07 0.46 1.97E-03 3.44E-03 3.92E-03 2.64E-03 1.01E-03

1.96E-04 1.36E-04 5.83E-05 7.12E-04 5.62E-04 1.03E-03 1.44E-03 2.57E-04 6.75E-05 8.71E-04 1.90E-09 4.18E-07 1.22E-08 4.32E-07 0.43 1.89E-03 3.26E-03 3.69E-03 2.47E-03 9.39E-04

1.90E-04 1.33E-04 5.67E-05 6.93E-04 5.42E-04 9.97E-04 1.39E-03 2.48E-04 6.51E-05 8.40E-04 1.60E-09 4.00E-07 1.17E-08 4.14E-07 0.41 1.62E-03 3.08E-03 3.50E-03 2.39E-03 9.05E-04

1.85E-04 1.29E-04 5.52E-05 6.74E-04 5.23E-04 9.62E-04 1.34E-03 2.39E-04 6.28E-05 8.11E-04 1.56E-09 3.88E-07 1.13E-08 4.01E-07 0.40 1.57E-03 2.99E-03 3.39E-03 2.31E-03 8.74E-04

1.52E-04 1.06E-04 4.52E-05 5.56E-04 5.06E-04 9.30E-04 1.30E-03 2.31E-04 6.07E-05 7.84E-04 1.52E-09 3.49E-07 1.10E-08 3.61E-07 0.36 1.53E-03 2.57E-03 3.09E-03 2.13E-03 8.44E-04

1.48E-04 1.03E-04 4.40E-05 5.41E-04 4.89E-04 9.00E-04 1.26E-03 2.24E-04 5.88E-05 7.59E-04 1.48E-09 3.39E-07 1.06E-08 3.51E-07 0.35 1.49E-03 2.50E-03 3.00E-03 2.06E-03 8.18E-04

5.26E-04 3.67E-04 1.57E-04 1.97E-03 2.55E-03 4.80E-03 6.70E-03 1.16E-03 3.04E-04 3.96E-03 4.21E-09 1.50E-06 5.52E-08 1.56E-06 1.56 4.56E-03 9.02E-03 1.30E-02 9.99E-03 4.26E-03

5.09E-04 3.55E-04 1.52E-04 1.91E-03 2.41E-03 4.53E-03 6.32E-03 1.10E-03 2.88E-04 3.74E-03 4.08E-09 1.43E-06 5.22E-08 1.49E-06 1.49 4.40E-03 8.69E-03 1.24E-02 9.47E-03 4.03E-03

4.87E-04 3.40E-04 1.45E-04 1.82E-03 2.23E-03 4.18E-03 5.84E-03 1.01E-03 2.67E-04 3.46E-03 3.92E-09 1.34E-06 4.83E-08 1.39E-06 1.39 4.21E-03 8.28E-03 1.16E-02 8.82E-03 3.73E-03

4.66E-04 3.25E-04 1.39E-04 1.74E-03 2.05E-03 3.84E-03 5.36E-03 9.34E-04 2.45E-04 3.19E-03 3.78E-09 1.25E-06 4.44E-08 1.30E-06 1.30 4.04E-03 7.89E-03 1.09E-02 8.17E-03 3.43E-03

4.46E-04 3.11E-04 1.33E-04 1.66E-03 1.90E-03 3.54E-03 4.95E-03 8.63E-04 2.27E-04 2.94E-03 3.65E-09 1.17E-06 4.11E-08 1.22E-06 1.22 3.88E-03 7.53E-03 1.02E-02 7.60E-03 3.17E-03

4.28E-04 2.99E-04 1.28E-04 1.59E-03 1.77E-03 3.30E-03 4.61E-03 8.05E-04 2.12E-04 2.74E-03 3.29E-09 1.10E-06 3.83E-08 1.14E-06 1.14 3.51E-03 7.11E-03 9.55E-03 7.13E-03 2.96E-03

4.13E-04 2.88E-04 1.23E-04 1.53E-03 1.67E-03 3.10E-03 4.33E-03 7.58E-04 1.99E-04 2.58E-03 3.17E-09 1.05E-06 3.60E-08 1.08E-06 1.08 3.38E-03 6.83E-03 9.07E-03 6.74E-03 2.78E-03

3.98E-04 2.78E-04 1.19E-04 1.47E-03 1.57E-03 2.92E-03 4.07E-03 7.15E-04 1.88E-04 2.43E-03 3.06E-09 9.95E-07 3.40E-08 1.03E-06 1.03 3.25E-03 6.57E-03 8.63E-03 6.38E-03 2.62E-03

3.85E-04 2.68E-04 1.15E-04 1.42E-03 1.48E-03 2.75E-03 3.84E-03 6.75E-04 1.77E-04 2.30E-03 2.96E-09 9.48E-07 3.21E-08 9.83E-07 0.98 3.13E-03 6.32E-03 8.23E-03 6.06E-03 2.48E-03

3.72E-04 2.59E-04 1.11E-04 1.37E-03 1.40E-03 2.60E-03 3.63E-03 6.39E-04 1.68E-04 2.17E-03 2.86E-09 9.04E-07 3.03E-08 9.37E-07 0.94 3.02E-03 6.09E-03 7.85E-03 5.75E-03 2.34E-03

3.59E-04 2.51E-04 1.07E-04 1.32E-03 1.33E-03 2.46E-03 3.43E-03 6.04E-04 1.59E-04 2.06E-03 2.77E-09 8.63E-07 2.87E-08 8.95E-07 0.89 2.91E-03 5.87E-03 7.50E-03 5.47E-03 2.21E-03

2.94E-04 2.05E-04 8.77E-05 1.10E-03 1.25E-03 2.32E-03 3.24E-03 5.71E-04 1.50E-04 1.94E-03 2.66E-09 7.73E-07 2.71E-08 8.03E-07 0.80 2.80E-03 5.03E-03 6.77E-03 4.99E-03 2.09E-03

3.36E-04 2.35E-04 1.00E-04 1.24E-03 1.19E-03 2.21E-03 3.08E-03 5.44E-04 1.43E-04 1.85E-03 2.60E-09 7.90E-07 2.58E-08 8.19E-07 0.82 2.72E-03 5.47E-03 6.86E-03 4.97E-03 1.99E-03

3.27E-04 2.28E-04 9.73E-05 1.20E-03 1.14E-03 2.11E-03 2.95E-03 5.21E-04 1.37E-04 1.77E-03 2.81E-09 7.67E-07 2.47E-08 7.94E-07 0.79 2.90E-03 5.42E-03 6.70E-03 4.77E-03 1.91E-03

3.17E-04 2.21E-04 9.44E-05 1.16E-03 1.09E-03 2.02E-03 2.82E-03 4.98E-04 1.31E-04 1.69E-03 2.75E-09 7.37E-07 2.36E-08 7.64E-07 0.76 2.82E-03 5.25E-03 6.45E-03 4.57E-03 1.82E-03

3.08E-04 2.14E-04 9.16E-05 1.13E-03 1.04E-03 1.93E-03 2.69E-03 4.76E-04 1.25E-04 1.62E-03 2.68E-09 7.10E-07 2.26E-08 7.35E-07 0.73 2.74E-03 5.09E-03 6.21E-03 4.39E-03 1.74E-03

2.98E-04 2.08E-04 8.89E-05 1.09E-03 9.97E-04 1.84E-03 2.57E-03 4.56E-04 1.20E-04 1.55E-03 2.62E-09 6.83E-07 2.16E-08 7.08E-07 0.71 2.67E-03 4.94E-03 5.99E-03 4.21E-03 1.67E-03

2.89E-04 2.02E-04 8.62E-05 1.06E-03 9.52E-04 1.76E-03 2.45E-03 4.35E-04 1.14E-04 1.48E-03 2.56E-09 6.57E-07 2.06E-08 6.81E-07 0.68 2.60E-03 4.79E-03 5.76E-03 4.03E-03 1.59E-03

2.80E-04 1.95E-04 8.35E-05 1.03E-03 9.06E-04 1.67E-03 2.33E-03 4.14E-04 1.09E-04 1.40E-03 2.50E-09 6.31E-07 1.96E-08 6.53E-07 0.65 2.54E-03 4.64E-03 5.54E-03 3.86E-03 1.51E-03

2.72E-04 1.89E-04 8.09E-05 9.92E-04 8.63E-04 1.59E-03 2.22E-03 3.95E-04 1.04E-04 1.34E-03 2.15E-09 6.01E-07 1.87E-08 6.22E-07 0.62 2.22E-03 4.38E-03 5.24E-03 3.69E-03 1.44E-03

2.63E-04 1.84E-04 7.84E-05 9.61E-04 8.24E-04 1.52E-03 2.12E-03 3.77E-04 9.90E-05 1.28E-03 2.08E-09 5.78E-07 1.79E-08 5.98E-07 0.60 2.14E-03 4.24E-03 5.04E-03 3.54E-03 1.38E-03

2.14E-04 1.49E-04 6.37E-05 7.87E-04 7.88E-04 1.45E-03 2.03E-03 3.60E-04 9.47E-05 1.22E-03 2.02E-09 5.17E-07 1.71E-08 5.36E-07 0.54 2.07E-03 3.61E-03 4.55E-03 3.24E-03 1.32E-03

2.48E-04 1.73E-04 7.39E-05 9.05E-04 7.59E-04 1.40E-03 1.95E-03 3.47E-04 9.12E-05 1.18E-03 1.98E-09 5.38E-07 1.64E-08 5.57E-07 0.56 2.03E-03 3.99E-03 4.69E-03 3.28E-03 1.27E-03

2.42E-04 1.68E-04 7.20E-05 8.81E-04 7.33E-04 1.35E-03 1.88E-03 3.35E-04 8.81E-05 1.14E-03 2.23E-09 5.28E-07 1.59E-08 5.46E-07 0.55 2.24E-03 4.00E-03 4.64E-03 3.17E-03 1.22E-03

2.35E-04 1.64E-04 6.98E-05 8.54E-04 7.03E-04 1.29E-03 1.81E-03 3.21E-04 8.45E-05 1.09E-03 1.90E-09 5.04E-07 1.52E-08 5.21E-07 0.52 1.93E-03 3.77E-03 4.40E-03 3.05E-03 1.17E-03

2.28E-04 1.59E-04 6.78E-05 8.29E-04 6.75E-04 1.24E-03 1.73E-03 3.09E-04 8.11E-05 1.05E-03 1.84E-09 4.86E-07 1.46E-08 5.03E-07 0.50 1.88E-03 3.66E-03 4.24E-03 2.94E-03 1.13E-03

2.21E-04 1.54E-04 6.60E-05 8.06E-04 6.50E-04 1.20E-03 1.67E-03 2.97E-04 7.82E-05 1.01E-03 1.80E-09 4.71E-07 1.41E-08 4.87E-07 0.49 1.83E-03 3.56E-03 4.11E-03 2.84E-03 1.09E-03

2.15E-04 1.50E-04 6.41E-05 7.83E-04 6.26E-04 1.15E-03 1.61E-03 2.86E-04 7.52E-05 9.70E-04 1.76E-09 4.56E-07 1.36E-08 4.71E-07 0.47 1.78E-03 3.46E-03 3.98E-03 2.74E-03 1.05E-03

2.10E-04 1.46E-04 6.25E-05 7.62E-04 6.06E-04 1.11E-03 1.55E-03 2.77E-04 7.29E-05 9.39E-04 1.73E-09 4.43E-07 1.31E-08 4.58E-07 0.46 1.75E-03 3.38E-03 3.87E-03 2.66E-03 1.01E-03

2.04E-04 1.42E-04 6.08E-05 7.41E-04 5.84E-04 1.07E-03 1.50E-03 2.68E-04 7.03E-05 9.06E-04 1.69E-09 4.29E-07 1.27E-08 4.44E-07 0.44 1.71E-03 3.28E-03 3.75E-03 2.57E-03 9.76E-04

1.98E-04 1.38E-04 5.91E-05 7.20E-04 5.63E-04 1.03E-03 1.44E-03 2.58E-04 6.77E-05 8.72E-04 1.64E-09 4.15E-07 1.22E-08 4.29E-07 0.43 1.66E-03 3.19E-03 3.63E-03 2.48E-03 9.40E-04

1.93E-04 1.35E-04 5.75E-05 7.01E-04 5.43E-04 9.98E-04 1.39E-03 2.49E-04 6.54E-05 8.42E-04 1.60E-09 4.02E-07 1.18E-08 4.16E-07 0.42 1.61E-03 3.10E-03 3.52E-03 2.40E-03 9.07E-04

1.88E-04 1.31E-04 5.60E-05 6.82E-04 5.25E-04 9.64E-04 1.35E-03 2.40E-04 6.32E-05 8.14E-04 1.56E-09 3.90E-07 1.14E-08 4.03E-07 0.40 1.57E-03 3.02E-03 3.41E-03 2.32E-03 8.77E-04

1.53E-04 1.07E-04 4.56E-05 5.59E-04 4.61E-04 8.45E-04 1.18E-03 2.10E-04 5.53E-05 7.14E-04 1.52E-09 3.35E-07 9.98E-09 3.46E-07 0.35 1.53E-03 2.58E-03 2.96E-03 1.99E-03 7.69E-04

1.49E-04 1.04E-04 4.42E-05 5.42E-04 4.44E-04 8.16E-04 1.14E-03 2.03E-04 5.34E-05 6.89E-04 1.49E-09 3.24E-07 9.63E-09 3.35E-07 0.34 1.49E-03 2.50E-03 2.87E-03 1.93E-03 7.42E-04

5.70E-04 3.98E-04 1.70E-04 2.13E-03 2.90E-03 5.42E-03 7.57E-03 1.32E-03 3.47E-04 4.49E-03 4.44E-09 1.66E-06 6.27E-08 1.73E-06 1.73 4.80E-03 9.68E-03 1.44E-02 1.12E-02 4.84E-03

5.52E-04 3.85E-04 1.64E-04 2.06E-03 2.72E-03 5.08E-03 7.09E-03 1.24E-03 3.26E-04 4.22E-03 4.31E-09 1.58E-06 5.89E-08 1.64E-06 1.64 4.63E-03 9.31E-03 1.37E-02 1.06E-02 4.54E-03

5.28E-04 3.68E-04 1.57E-04 1.96E-03 2.50E-03 4.67E-03 6.52E-03 1.14E-03 3.00E-04 3.88E-03 4.14E-09 1.47E-06 5.42E-08 1.53E-06 1.53 4.43E-03 8.87E-03 1.28E-02 9.79E-03 4.18E-03

5.04E-04 3.51E-04 1.50E-04 1.87E-03 2.29E-03 4.26E-03 5.95E-03 1.04E-03 2.74E-04 3.55E-03 3.99E-09 1.37E-06 4.96E-08 1.42E-06 1.42 4.25E-03 8.44E-03 1.19E-02 9.02E-03 3.82E-03

4.81E-04 3.36E-04 1.43E-04 1.79E-03 2.10E-03 3.90E-03 5.44E-03 9.56E-04 2.51E-04 3.25E-03 3.84E-09 1.27E-06 4.54E-08 1.32E-06 1.32 4.07E-03 8.04E-03 1.11E-02 8.33E-03 3.50E-03

4.62E-04 3.22E-04 1.38E-04 1.71E-03 1.94E-03 3.61E-03 5.04E-03 8.87E-04 2.33E-04 3.01E-03 3.43E-09 1.19E-06 4.21E-08 1.24E-06 1.24 3.66E-03 7.58E-03 1.03E-02 7.78E-03 3.25E-03

4.44E-04 3.10E-04 1.32E-04 1.64E-03 1.82E-03 3.38E-03 4.72E-03 8.31E-04 2.18E-04 2.82E-03 3.31E-09 1.13E-06 3.94E-08 1.17E-06 1.17 3.51E-03 7.27E-03 9.78E-03 7.33E-03 3.04E-03

4.28E-04 2.99E-04 1.28E-04 1.58E-03 1.71E-03 3.17E-03 4.43E-03 7.80E-04 2.05E-04 2.65E-03 3.19E-09 1.07E-06 3.70E-08 1.11E-06 1.11 3.38E-03 6.98E-03 9.28E-03 6.91E-03 2.85E-03

4.13E-04 2.88E-04 1.23E-04 1.52E-03 1.61E-03 2.98E-03 4.16E-03 7.34E-04 1.93E-04 2.49E-03 3.08E-09 1.02E-06 3.48E-08 1.06E-06 1.06 3.25E-03 6.71E-03 8.82E-03 6.54E-03 2.68E-03

3.98E-04 2.78E-04 1.19E-04 1.47E-03 1.51E-03 2.80E-03 3.90E-03 6.90E-04 1.81E-04 2.34E-03 2.97E-09 9.66E-07 3.27E-08 1.00E-06 1.00 3.12E-03 6.45E-03 8.38E-03 6.18E-03 2.52E-03

3.23E-04 2.26E-04 9.63E-05 1.20E-03 1.27E-03 2.36E-03 3.30E-03 5.81E-04 1.53E-04 1.98E-03 2.86E-09 8.14E-07 2.76E-08 8.45E-07 0.84 3.00E-03 5.49E-03 7.13E-03 5.17E-03 2.13E-03

3.09E-04 2.16E-04 9.22E-05 1.15E-03 1.20E-03 2.21E-03 3.09E-03 5.45E-04 1.43E-04 1.85E-03 2.75E-09 7.71E-07 2.59E-08 7.99E-07 0.80 2.89E-03 5.25E-03 6.75E-03 4.88E-03 2.00E-03

3.00E-04 2.09E-04 8.95E-05 1.11E-03 1.14E-03 2.12E-03 2.96E-03 5.22E-04 1.37E-04 1.77E-03 2.68E-09 7.42E-07 2.48E-08 7.69E-07 0.77 2.80E-03 5.08E-03 6.50E-03 4.68E-03 1.91E-03

3.48E-04 2.42E-04 1.04E-04 1.27E-03 1.21E-03 2.24E-03 3.13E-03 5.56E-04 1.46E-04 1.88E-03 2.62E-09 8.06E-07 2.63E-08 8.35E-07 0.83 2.73E-03 5.59E-03 7.00E-03 5.07E-03 2.03E-03

3.37E-04 2.35E-04 1.00E-04 1.23E-03 1.16E-03 2.14E-03 2.99E-03 5.30E-04 1.39E-04 1.80E-03 2.56E-09 7.74E-07 2.51E-08 8.02E-07 0.80 2.66E-03 5.42E-03 6.72E-03 4.85E-03 1.94E-03

3.26E-04 2.27E-04 9.72E-05 1.19E-03 1.10E-03 2.04E-03 2.85E-03 5.06E-04 1.33E-04 1.71E-03 2.81E-09 7.50E-07 2.40E-08 7.76E-07 0.78 2.86E-03 5.36E-03 6.56E-03 4.64E-03 1.85E-03

3.16E-04 2.21E-04 9.42E-05 1.16E-03 1.06E-03 1.95E-03 2.72E-03 4.83E-04 1.27E-04 1.64E-03 2.74E-09 7.22E-07 2.29E-08 7.47E-07 0.75 2.79E-03 5.20E-03 6.32E-03 4.45E-03 1.76E-03

2.97E-04 2.07E-04 8.83E-05 1.08E-03 9.60E-04 1.77E-03 2.47E-03 4.40E-04 1.16E-04 1.49E-03 2.61E-09 6.66E-07 2.08E-08 6.90E-07 0.69 2.64E-03 4.88E-03 5.84E-03 4.08E-03 1.60E-03

2.87E-04 2.00E-04 8.54E-05 1.05E-03 9.11E-04 1.68E-03 2.34E-03 4.17E-04 1.10E-04 1.41E-03 2.23E-09 6.32E-07 1.98E-08 6.54E-07 0.65 2.29E-03 4.59E-03 5.50E-03 3.89E-03 1.52E-03

2.77E-04 1.93E-04 8.26E-05 1.01E-03 8.67E-04 1.60E-03 2.23E-03 3.97E-04 1.04E-04 1.34E-03 2.15E-09 6.06E-07 1.88E-08 6.27E-07 0.63 2.20E-03 4.43E-03 5.27E-03 3.72E-03 1.45E-03

2.21E-04 1.54E-04 6.60E-05 8.14E-04 7.47E-04 1.38E-03 1.92E-03 3.41E-04 8.98E-05 1.16E-03 2.07E-09 5.12E-07 1.62E-08 5.30E-07 0.53 2.12E-03 3.72E-03 4.51E-03 3.14E-03 1.25E-03

2.16E-04 1.51E-04 6.44E-05 7.94E-04 7.22E-04 1.33E-03 1.85E-03 3.30E-04 8.68E-05 1.12E-03 2.03E-09 4.97E-07 1.57E-08 5.15E-07 0.51 2.07E-03 3.63E-03 4.38E-03 3.04E-03 1.21E-03

2.53E-04 1.77E-04 7.55E-05 9.22E-04 7.67E-04 1.41E-03 1.97E-03 3.51E-04 9.23E-05 1.19E-03 2.01E-09 5.45E-07 1.66E-08 5.64E-07 0.56 2.04E-03 4.05E-03 4.75E-03 3.32E-03 1.28E-03

2.38E-04 1.66E-04 7.10E-05 8.66E-04 7.05E-04 1.30E-03 1.81E-03 3.23E-04 8.49E-05 1.09E-03 1.90E-09 5.07E-07 1.53E-08 5.24E-07 0.52 1.93E-03 3.81E-03 4.42E-03 3.07E-03 1.18E-03

1.94E-04 1.35E-04 5.77E-05 7.09E-04 6.21E-04 1.14E-03 1.59E-03 2.84E-04 7.47E-05 9.63E-04 1.85E-09 4.36E-07 1.35E-08 4.51E-07 0.45 1.87E-03 3.25E-03 3.84E-03 2.64E-03 1.04E-03

1.89E-04 1.32E-04 5.63E-05 6.91E-04 6.53E-04 1.20E-03 1.67E-03 2.99E-04 7.86E-05 1.01E-03 1.81E-09 4.40E-07 1.42E-08 4.56E-07 0.46 1.83E-03 3.16E-03 3.88E-03 2.72E-03 1.09E-03

2.19E-04 1.52E-04 6.51E-05 7.93E-04 6.30E-04 1.16E-03 1.62E-03 2.89E-04 7.59E-05 9.77E-04 1.77E-09 4.60E-07 1.37E-08 4.75E-07 0.48 1.79E-03 3.50E-03 4.01E-03 2.76E-03 1.05E-03

2.07E-04 1.44E-04 6.16E-05 7.49E-04 5.86E-04 1.08E-03 1.50E-03 2.69E-04 7.06E-05 9.08E-04 1.69E-09 4.31E-07 1.27E-08 4.46E-07 0.45 1.70E-03 3.30E-03 3.77E-03 2.58E-03 9.79E-04

1.68E-04 1.17E-04 5.02E-05 6.14E-04 5.18E-04 9.50E-04 1.33E-03 2.37E-04 6.23E-05 8.03E-04 1.64E-09 3.71E-07 1.12E-08 3.84E-07 0.38 1.65E-03 2.82E-03 3.28E-03 2.23E-03 8.65E-04

1.62E-04 1.13E-04 4.84E-05 5.92E-04 4.97E-04 9.10E-04 1.27E-03 2.27E-04 5.97E-05 7.70E-04 1.60E-09 3.57E-07 1.08E-08 3.69E-07 0.37 1.60E-03 2.72E-03 3.16E-03 2.14E-03 8.29E-04

1.57E-04 1.10E-04 4.68E-05 5.73E-04 4.77E-04 8.75E-04 1.22E-03 2.18E-04 5.74E-05 7.40E-04 1.55E-09 3.44E-07 1.03E-08 3.56E-07 0.36 1.56E-03 2.64E-03 3.05E-03 2.06E-03 7.97E-04

1.52E-04 1.06E-04 4.53E-05 5.55E-04 4.60E-04 8.42E-04 1.18E-03 2.10E-04 5.53E-05 7.12E-04 1.51E-09 3.33E-07 9.96E-09 3.44E-07 0.34 1.51E-03 2.55E-03 2.95E-03 1.99E-03 7.68E-04

6.20E-04 4.32E-04 1.85E-04 2.31E-03 3.30E-03 6.14E-03 8.57E-03 1.51E-03 3.97E-04 5.11E-03 4.69E-09 1.84E-06 7.15E-08 1.92E-06 1.92 5.05E-03 1.04E-02 1.60E-02 1.26E-02 5.51E-03

6.01E-04 4.19E-04 1.79E-04 2.23E-03 3.09E-03 5.75E-03 8.03E-03 1.42E-03 3.72E-04 4.79E-03 4.55E-09 1.75E-06 6.71E-08 1.82E-06 1.82 4.88E-03 1.00E-02 1.52E-02 1.19E-02 5.17E-03

5.75E-04 4.01E-04 1.71E-04 2.13E-03 2.84E-03 5.28E-03 7.37E-03 1.30E-03 3.42E-04 4.40E-03 4.37E-09 1.63E-06 6.16E-08 1.70E-06 1.70 4.66E-03 9.55E-03 1.41E-02 1.10E-02 4.75E-03

5.47E-04 3.82E-04 1.63E-04 2.03E-03 2.56E-03 4.76E-03 6.64E-03 1.17E-03 3.09E-04 3.97E-03 4.21E-09 1.50E-06 5.56E-08 1.56E-06 1.56 4.47E-03 9.07E-03 1.30E-02 1.00E-02 4.28E-03

5.22E-04 3.64E-04 1.55E-04 1.93E-03 2.33E-03 4.32E-03 6.02E-03 1.06E-03 2.80E-04 3.61E-03 4.05E-09 1.39E-06 5.04E-08 1.45E-06 1.45 4.28E-03 8.62E-03 1.21E-02 9.17E-03 3.89E-03

5.00E-04 3.48E-04 1.49E-04 1.84E-03 2.15E-03 3.98E-03 5.55E-03 9.83E-04 2.58E-04 3.33E-03 3.59E-09 1.30E-06 4.66E-08 1.35E-06 1.35 3.81E-03 8.11E-03 1.12E-02 8.53E-03 3.59E-03

4.80E-04 3.35E-04 1.43E-04 1.77E-03 2.00E-03 3.71E-03 5.18E-03 9.17E-04 2.41E-04 3.10E-03 3.46E-09 1.22E-06 4.34E-08 1.27E-06 1.27 3.66E-03 7.77E-03 1.06E-02 8.01E-03 3.35E-03

4.62E-04 3.22E-04 1.37E-04 1.70E-03 1.87E-03 3.46E-03 4.83E-03 8.56E-04 2.25E-04 2.90E-03 3.33E-09 1.16E-06 4.05E-08 1.20E-06 1.20 3.51E-03 7.44E-03 1.00E-02 7.52E-03 3.12E-03

4.44E-04 3.09E-04 1.32E-04 1.63E-03 1.75E-03 3.23E-03 4.50E-03 7.99E-04 2.10E-04 2.71E-03 3.20E-09 1.09E-06 3.79E-08 1.13E-06 1.13 3.37E-03 7.13E-03 9.47E-03 7.07E-03 2.92E-03

3.57E-04 2.49E-04 1.06E-04 1.32E-03 1.48E-03 2.73E-03 3.81E-03 6.75E-04 1.77E-04 2.29E-03 3.07E-09 9.18E-07 3.20E-08 9.53E-07 0.95 3.23E-03 6.01E-03 8.02E-03 5.91E-03 2.47E-03

3.37E-04 2.35E-04 1.00E-04 1.25E-03 1.36E-03 2.52E-03 3.51E-03 6.23E-04 1.64E-04 2.11E-03 2.94E-09 8.57E-07 2.95E-08 8.89E-07 0.89 3.08E-03 5.69E-03 7.49E-03 5.49E-03 2.28E-03

3.21E-04 2.24E-04 9.56E-05 1.19E-03 1.27E-03 2.35E-03 3.28E-03 5.81E-04 1.53E-04 1.97E-03 2.83E-09 8.07E-07 2.75E-08 8.37E-07 0.84 2.96E-03 5.42E-03 7.06E-03 5.14E-03 2.12E-03

3.13E-04 2.18E-04 9.33E-05 1.16E-03 1.22E-03 2.26E-03 3.15E-03 5.59E-04 1.47E-04 1.89E-03 2.76E-09 7.80E-07 2.65E-08 8.09E-07 0.81 2.88E-03 5.27E-03 6.83E-03 4.96E-03 2.04E-03

3.70E-04 2.58E-04 1.10E-04 1.35E-03 1.30E-03 2.40E-03 3.35E-03 5.96E-04 1.57E-04 2.02E-03 2.72E-09 8.57E-07 2.82E-08 8.88E-07 0.89 2.83E-03 5.90E-03 7.43E-03 5.41E-03 2.17E-03

3.58E-04 2.50E-04 1.07E-04 1.31E-03 1.24E-03 2.28E-03 3.18E-03 5.67E-04 1.49E-04 1.92E-03 2.66E-09 8.21E-07 2.68E-08 8.51E-07 0.85 2.75E-03 5.71E-03 7.12E-03 5.16E-03 2.07E-03

3.46E-04 2.42E-04 1.03E-04 1.26E-03 1.18E-03 2.17E-03 3.02E-03 5.39E-04 1.42E-04 1.82E-03 2.59E-09 7.87E-07 2.55E-08 8.15E-07 0.82 2.67E-03 5.52E-03 6.83E-03 4.93E-03 1.96E-03

3.35E-04 2.34E-04 9.99E-05 1.22E-03 1.12E-03 2.07E-03 2.88E-03 5.15E-04 1.35E-04 1.74E-03 2.88E-09 7.63E-07 2.43E-08 7.90E-07 0.79 2.91E-03 5.48E-03 6.68E-03 4.72E-03 1.87E-03

3.25E-04 2.26E-04 9.67E-05 1.18E-03 1.07E-03 1.97E-03 2.75E-03 4.91E-04 1.29E-04 1.66E-03 2.81E-09 7.33E-07 2.32E-08 7.59E-07 0.76 2.84E-03 5.30E-03 6.42E-03 4.52E-03 1.79E-03

3.14E-04 2.19E-04 9.34E-05 1.14E-03 1.02E-03 1.87E-03 2.61E-03 4.67E-04 1.23E-04 1.58E-03 2.74E-09 7.03E-07 2.21E-08 7.28E-07 0.73 2.76E-03 5.13E-03 6.16E-03 4.31E-03 1.70E-03

3.03E-04 2.11E-04 9.02E-05 1.10E-03 9.65E-04 1.78E-03 2.48E-03 4.43E-04 1.16E-04 1.50E-03 2.31E-09 6.66E-07 2.09E-08 6.90E-07 0.69 2.37E-03 4.81E-03 5.79E-03 4.11E-03 1.61E-03

2.43E-04 1.70E-04 7.24E-05 8.92E-04 8.42E-04 1.55E-03 2.16E-03 3.86E-04 1.01E-04 1.31E-03 2.22E-09 5.67E-07 1.83E-08 5.87E-07 0.59 2.27E-03 4.05E-03 4.98E-03 3.51E-03 1.41E-03

2.31E-04 1.61E-04 6.89E-05 8.48E-04 7.92E-04 1.46E-03 2.03E-03 3.63E-04 9.54E-05 1.23E-03 2.14E-09 5.37E-07 1.72E-08 5.56E-07 0.56 2.18E-03 3.87E-03 4.72E-03 3.31E-03 1.32E-03

2.25E-04 1.57E-04 6.71E-05 8.26E-04 7.63E-04 1.40E-03 1.96E-03 3.49E-04 9.19E-05 1.18E-03 2.09E-09 5.19E-07 1.65E-08 5.38E-07 0.54 2.13E-03 3.76E-03 4.57E-03 3.20E-03 1.27E-03

2.66E-04 1.85E-04 7.91E-05 9.65E-04 8.04E-04 1.48E-03 2.06E-03 3.69E-04 9.70E-05 1.25E-03 2.07E-09 5.70E-07 1.74E-08 5.89E-07 0.59 2.10E-03 4.22E-03 4.96E-03 3.47E-03 1.34E-03

2.58E-04 1.80E-04 7.69E-05 9.37E-04 7.75E-04 1.42E-03 1.99E-03 3.56E-04 9.35E-05 1.20E-03 2.04E-09 5.52E-07 1.68E-08 5.71E-07 0.57 2.06E-03 4.11E-03 4.81E-03 3.36E-03 1.30E-03

2.50E-04 1.74E-04 7.44E-05 9.06E-04 7.41E-04 1.36E-03 1.90E-03 3.40E-04 8.94E-05 1.15E-03 1.97E-09 5.31E-07 1.61E-08 5.49E-07 0.55 1.99E-03 3.97E-03 4.63E-03 3.22E-03 1.24E-03

2.02E-04 1.41E-04 6.01E-05 7.37E-04 6.54E-04 1.20E-03 1.67E-03 3.00E-04 7.88E-05 1.01E-03 1.90E-09 4.55E-07 1.42E-08 4.71E-07 0.47 1.92E-03 3.36E-03 4.01E-03 2.77E-03 1.09E-03

1.96E-04 1.37E-04 5.83E-05 7.14E-04 6.29E-04 1.15E-03 1.61E-03 2.88E-04 7.57E-05 9.74E-04 1.86E-09 4.39E-07 1.36E-08 4.55E-07 0.45 1.87E-03 3.26E-03 3.87E-03 2.67E-03 1.05E-03

1.91E-04 1.33E-04 5.68E-05 6.96E-04 6.07E-04 1.11E-03 1.55E-03 2.78E-04 7.31E-05 9.41E-04 1.82E-09 4.26E-07 1.32E-08 4.41E-07 0.44 1.83E-03 3.18E-03 3.76E-03 2.58E-03 1.01E-03

2.22E-04 1.55E-04 6.60E-05 8.02E-04 6.34E-04 1.16E-03 1.62E-03 2.91E-04 7.65E-05 9.83E-04 1.79E-09 4.63E-07 1.38E-08 4.79E-07 0.48 1.80E-03 3.53E-03 4.04E-03 2.78E-03 1.06E-03

1.82E-04 1.27E-04 5.42E-05 6.63E-04 6.10E-04 1.12E-03 1.56E-03 2.80E-04 7.37E-05 9.46E-04 1.74E-09 4.16E-07 1.33E-08 4.31E-07 0.43 1.75E-03 3.03E-03 3.68E-03 2.56E-03 1.02E-03

1.75E-04 1.22E-04 5.20E-05 6.36E-04 5.42E-04 9.92E-04 1.38E-03 2.48E-04 6.53E-05 8.40E-04 1.69E-09 3.85E-07 1.18E-08 3.99E-07 0.40 1.69E-03 2.91E-03 3.40E-03 2.32E-03 9.05E-04

1.68E-04 1.17E-04 5.01E-05 6.12E-04 5.18E-04 9.49E-04 1.32E-03 2.38E-04 6.25E-05 8.04E-04 1.64E-09 3.70E-07 1.12E-08 3.83E-07 0.38 1.64E-03 2.80E-03 3.27E-03 2.22E-03 8.66E-04 Demolition Excavation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes Finishes
Paving/Site
Work
Paving/Site
Work Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Subterranean
Work/Concre
te Structure
Unique Identifier X (UTM) Y (UTM) 2027 2027 2027 2028 2028 2029 2028 2029 2028 2028 2028 2029 3725093761346 372509 3761346 2.83E-04 5.40E-04 7.70E-04 1.18E-04 4.77E-05 7.98E-05 4.93E-04 4.52E-04 3.71E-04 6.96E-04 9.98E-04 9.43E-04 3725193761346 372519 3761346 2.76E-04 5.25E-04 7.48E-04 1.15E-04 4.64E-05 7.76E-05 4.79E-04 4.40E-04 3.59E-04 6.72E-04 9.64E-04 9.11E-04 3721893761356 372189 3761356 8.74E-04 1.77E-03 2.52E-03 3.56E-04 1.44E-04 2.41E-04 1.52E-03 1.39E-03 1.53E-03 3.00E-03 4.30E-03 4.06E-03 3721993761356 372199 3761356 8.38E-04 1.68E-03 2.40E-03 3.42E-04 1.38E-04 2.32E-04 1.46E-03 1.34E-03 1.46E-03 2.85E-03 4.09E-03 3.86E-03 3722093761356 372209 3761356 8.04E-04 1.61E-03 2.29E-03 3.28E-04 1.33E-04 2.22E-04 1.40E-03 1.28E-03 1.38E-03 2.68E-03 3.85E-03 3.64E-03 3722193761356 372219 3761356 7.73E-04 1.54E-03 2.20E-03 3.16E-04 1.28E-04 2.14E-04 1.34E-03 1.23E-03 1.31E-03 2.54E-03 3.65E-03 3.45E-03 3722293761356 372229 3761356 6.81E-04 1.36E-03 1.94E-03 2.77E-04 1.12E-04 1.88E-04 1.18E-03 1.09E-03 1.25E-03 2.41E-03 3.46E-03 3.27E-03 3722393761356 372239 3761356 6.54E-04 1.30E-03 1.86E-03 2.66E-04 1.08E-04 1.80E-04 1.14E-03 1.04E-03 1.20E-03 2.30E-03 3.30E-03 3.12E-03 3722493761356 372249 3761356 6.28E-04 1.25E-03 1.78E-03 2.56E-04 1.04E-04 1.73E-04 1.09E-03 1.00E-03 1.14E-03 2.20E-03 3.15E-03 2.98E-03 3722593761356 372259 3761356 6.02E-04 1.19E-03 1.70E-03 2.45E-04 9.94E-05 1.66E-04 1.05E-03 9.60E-04 9.24E-04 1.79E-03 2.56E-03 2.42E-03 3722693761356 372269 3761356 5.76E-04 1.14E-03 1.62E-03 2.35E-04 9.51E-05 1.59E-04 1.00E-03 9.19E-04 8.72E-04 1.68E-03 2.41E-03 2.28E-03 3722793761356 372279 3761356 5.47E-04 1.08E-03 1.54E-03 2.23E-04 9.03E-05 1.51E-04 9.50E-04 8.72E-04 8.13E-04 1.57E-03 2.25E-03 2.12E-03 3722893761356 372289 3761356 5.26E-04 1.04E-03 1.48E-03 2.15E-04 8.69E-05 1.45E-04 9.14E-04 8.39E-04 7.74E-04 1.49E-03 2.13E-03 2.02E-03 3722993761356 372299 3761356 5.13E-04 1.01E-03 1.44E-03 2.09E-04 8.49E-05 1.42E-04 8.91E-04 8.19E-04 7.54E-04 1.45E-03 2.07E-03 1.96E-03 3723093761356 372309 3761356 5.05E-04 9.89E-04 1.41E-03 2.07E-04 8.38E-05 1.40E-04 8.78E-04 8.06E-04 7.49E-04 1.43E-03 2.05E-03 1.94E-03 3723193761356 372319 3761356 4.95E-04 9.66E-04 1.38E-03 2.03E-04 8.22E-05 1.37E-04 8.60E-04 7.89E-04 8.69E-04 1.64E-03 2.36E-03 2.23E-03 3723293761356 372329 3761356 4.82E-04 9.38E-04 1.34E-03 1.98E-04 8.01E-05 1.34E-04 8.37E-04 7.69E-04 8.38E-04 1.58E-03 2.27E-03 2.15E-03 3723393761356 372339 3761356 4.69E-04 9.12E-04 1.30E-03 1.93E-04 7.81E-05 1.31E-04 8.15E-04 7.49E-04 8.09E-04 1.53E-03 2.19E-03 2.07E-03 3723493761356 372349 3761356 4.58E-04 8.88E-04 1.27E-03 1.88E-04 7.63E-05 1.28E-04 7.95E-04 7.30E-04 7.81E-04 1.47E-03 2.11E-03 2.00E-03 3723693761356 372369 3761356 4.31E-04 8.33E-04 1.19E-03 1.78E-04 7.19E-05 1.20E-04 7.49E-04 6.87E-04 7.27E-04 1.37E-03 1.96E-03 1.85E-03 3723793761356 372379 3761356 4.13E-04 7.98E-04 1.14E-03 1.70E-04 6.90E-05 1.15E-04 7.18E-04 6.60E-04 5.90E-04 1.12E-03 1.60E-03 1.51E-03 3723893761356 372389 3761356 3.98E-04 7.67E-04 1.09E-03 1.64E-04 6.64E-05 1.11E-04 6.91E-04 6.35E-04 5.60E-04 1.06E-03 1.52E-03 1.43E-03 3723993761356 372399 3761356 3.86E-04 7.44E-04 1.06E-03 1.59E-04 6.45E-05 1.08E-04 6.71E-04 6.16E-04 5.40E-04 1.02E-03 1.46E-03 1.38E-03 3724093761356 372409 3761356 3.78E-04 7.27E-04 1.04E-03 1.56E-04 6.32E-05 1.06E-04 6.57E-04 6.03E-04 5.27E-04 9.94E-04 1.43E-03 1.35E-03 3724193761356 372419 3761356 3.73E-04 7.16E-04 1.02E-03 1.54E-04 6.25E-05 1.05E-04 6.48E-04 5.95E-04 6.12E-04 1.15E-03 1.64E-03 1.55E-03 3724393761356 372439 3761356 3.49E-04 6.68E-04 9.52E-04 1.44E-04 5.85E-05 9.78E-05 6.06E-04 5.56E-04 4.79E-04 8.99E-04 1.29E-03 1.22E-03 3724493761356 372449 3761356 3.38E-04 6.47E-04 9.23E-04 1.40E-04 5.67E-05 9.49E-05 5.88E-04 5.40E-04 4.61E-04 8.65E-04 1.24E-03 1.17E-03 3724593761356 372459 3761356 3.31E-04 6.32E-04 9.01E-04 1.37E-04 5.55E-05 9.29E-05 5.74E-04 5.28E-04 4.49E-04 8.42E-04 1.21E-03 1.14E-03 3724693761356 372469 3761356 3.24E-04 6.19E-04 8.82E-04 1.35E-04 5.45E-05 9.11E-05 5.63E-04 5.17E-04 4.39E-04 8.23E-04 1.18E-03 1.12E-03 3724893761356 372489 3761356 3.09E-04 5.89E-04 8.40E-04 1.29E-04 5.21E-05 8.71E-05 5.38E-04 4.94E-04 4.15E-04 7.78E-04 1.12E-03 1.05E-03 3724993761356 372499 3761356 2.99E-04 5.70E-04 8.12E-04 1.24E-04 5.04E-05 8.43E-05 5.20E-04 4.77E-04 3.98E-04 7.45E-04 1.07E-03 1.01E-03 3725093761356 372509 3761356 2.91E-04 5.54E-04 7.89E-04 1.21E-04 4.91E-05 8.21E-05 5.06E-04 4.65E-04 3.86E-04 7.21E-04 1.03E-03 9.77E-04 3725193761356 372519 3761356 2.84E-04 5.39E-04 7.68E-04 1.18E-04 4.78E-05 8.00E-05 4.93E-04 4.52E-04 3.74E-04 6.98E-04 1.00E-03 9.46E-04 3725293761356 372529 3761356 2.77E-04 5.26E-04 7.49E-04 1.15E-04 4.67E-05 7.82E-05 4.81E-04 4.42E-04 3.63E-04 6.79E-04 9.73E-04 9.19E-04 3721893761366 372189 3761366 9.27E-04 1.87E-03 2.66E-03 3.78E-04 1.53E-04 2.56E-04 1.61E-03 1.48E-03 1.67E-03 3.27E-03 4.69E-03 4.43E-03 3721993761366 372199 3761366 8.90E-04 1.78E-03 2.54E-03 3.64E-04 1.47E-04 2.46E-04 1.55E-03 1.42E-03 1.60E-03 3.11E-03 4.47E-03 4.22E-03 3722093761366 372209 3761366 8.52E-04 1.70E-03 2.42E-03 3.49E-04 1.41E-04 2.36E-04 1.48E-03 1.36E-03 1.51E-03 2.92E-03 4.19E-03 3.96E-03 3722193761366 372219 3761366 8.19E-04 1.63E-03 2.32E-03 3.35E-04 1.36E-04 2.27E-04 1.42E-03 1.31E-03 1.43E-03 2.76E-03 3.95E-03 3.74E-03 3722293761366 372229 3761366 7.10E-04 1.42E-03 2.02E-03 2.89E-04 1.17E-04 1.96E-04 1.23E-03 1.13E-03 1.35E-03 2.60E-03 3.73E-03 3.53E-03 3722393761366 372239 3761366 6.80E-04 1.35E-03 1.93E-03 2.77E-04 1.12E-04 1.88E-04 1.18E-03 1.08E-03 1.09E-03 2.11E-03 3.02E-03 2.85E-03 3722493761366 372249 3761366 6.53E-04 1.29E-03 1.84E-03 2.66E-04 1.08E-04 1.80E-04 1.13E-03 1.04E-03 1.04E-03 2.00E-03 2.87E-03 2.71E-03 3722593761366 372259 3761366 6.27E-04 1.24E-03 1.77E-03 2.56E-04 1.04E-04 1.74E-04 1.09E-03 1.00E-03 9.87E-04 1.90E-03 2.72E-03 2.57E-03 3722693761366 372269 3761366 6.03E-04 1.19E-03 1.69E-03 2.46E-04 9.97E-05 1.67E-04 1.05E-03 9.61E-04 9.38E-04 1.80E-03 2.59E-03 2.44E-03 3722793761366 372279 3761366 5.68E-04 1.12E-03 1.59E-03 2.32E-04 9.39E-05 1.57E-04 9.87E-04 9.06E-04 8.62E-04 1.65E-03 2.37E-03 2.24E-03 3722893761366 372289 3761366 5.47E-04 1.07E-03 1.53E-03 2.23E-04 9.05E-05 1.51E-04 9.50E-04 8.72E-04 8.22E-04 1.57E-03 2.26E-03 2.13E-03 3722993761366 372299 3761366 5.30E-04 1.04E-03 1.48E-03 2.17E-04 8.78E-05 1.47E-04 9.21E-04 8.45E-04 7.92E-04 1.51E-03 2.17E-03 2.05E-03 3723093761366 372309 3761366 5.20E-04 1.01E-03 1.45E-03 2.13E-04 8.62E-05 1.44E-04 9.03E-04 8.29E-04 7.79E-04 1.49E-03 2.13E-03 2.01E-03 3723193761366 372319 3761366 5.09E-04 9.91E-04 1.41E-03 2.09E-04 8.46E-05 1.41E-04 8.84E-04 8.12E-04 7.64E-04 1.45E-03 2.08E-03 1.97E-03 3723293761366 372329 3761366 4.97E-04 9.66E-04 1.38E-03 2.04E-04 8.28E-05 1.38E-04 8.64E-04 7.93E-04 7.47E-04 1.42E-03 2.03E-03 1.92E-03 3723393761366 372339 3761366 4.85E-04 9.41E-04 1.34E-03 2.00E-04 8.09E-05 1.35E-04 8.43E-04 7.74E-04 8.55E-04 1.61E-03 2.31E-03 2.18E-03 3723493761366 372349 3761366 4.74E-04 9.18E-04 1.31E-03 1.96E-04 7.92E-05 1.32E-04 8.24E-04 7.57E-04 8.25E-04 1.55E-03 2.23E-03 2.10E-03 3723593761366 372359 3761366 4.62E-04 8.93E-04 1.27E-03 1.91E-04 7.73E-05 1.29E-04 8.03E-04 7.38E-04 7.96E-04 1.50E-03 2.15E-03 2.03E-03 3723693761366 372369 3761366 4.47E-04 8.63E-04 1.23E-03 1.85E-04 7.48E-05 1.25E-04 7.77E-04 7.14E-04 7.66E-04 1.44E-03 2.06E-03 1.95E-03 3723793761366 372379 3761366 4.31E-04 8.30E-04 1.18E-03 1.78E-04 7.21E-05 1.20E-04 7.48E-04 6.87E-04 7.37E-04 1.38E-03 1.98E-03 1.87E-03 3723893761366 372389 3761366 4.14E-04 7.97E-04 1.14E-03 1.71E-04 6.93E-05 1.16E-04 7.19E-04 6.61E-04 5.95E-04 1.12E-03 1.61E-03 1.52E-03 3723993761366 372399 3761366 3.98E-04 7.65E-04 1.09E-03 1.64E-04 6.66E-05 1.11E-04 6.91E-04 6.35E-04 5.65E-04 1.06E-03 1.52E-03 1.44E-03 3724093761366 372409 3761366 3.84E-04 7.38E-04 1.05E-03 1.59E-04 6.44E-05 1.08E-04 6.68E-04 6.13E-04 5.40E-04 1.02E-03 1.46E-03 1.38E-03 3724193761366 372419 3761366 3.77E-04 7.23E-04 1.03E-03 1.56E-04 6.32E-05 1.06E-04 6.55E-04 6.02E-04 5.29E-04 9.94E-04 1.43E-03 1.35E-03 3724293761366 372429 3761366 3.71E-04 7.10E-04 1.01E-03 1.54E-04 6.23E-05 1.04E-04 6.44E-04 5.92E-04 5.20E-04 9.76E-04 1.40E-03 1.32E-03 3724393761366 372439 3761366 3.58E-04 6.84E-04 9.75E-04 1.48E-04 6.01E-05 1.01E-04 6.22E-04 5.71E-04 4.97E-04 9.31E-04 1.34E-03 1.26E-03 3724493761366 372449 3761366 3.46E-04 6.61E-04 9.43E-04 1.44E-04 5.82E-05 9.73E-05 6.02E-04 5.52E-04 4.77E-04 8.93E-04 1.28E-03 1.21E-03 3724593761366 372459 3761366 3.38E-04 6.46E-04 9.20E-04 1.41E-04 5.69E-05 9.52E-05 5.88E-04 5.40E-04 4.64E-04 8.69E-04 1.25E-03 1.18E-03 3724693761366 372469 3761366 3.30E-04 6.29E-04 8.96E-04 1.37E-04 5.56E-05 9.29E-05 5.73E-04 5.27E-04 4.50E-04 8.43E-04 1.21E-03 1.14E-03 3724793761366 372479 3761366 3.27E-04 6.22E-04 8.86E-04 1.36E-04 5.51E-05 9.21E-05 5.68E-04 5.21E-04 4.46E-04 8.34E-04 1.20E-03 1.13E-03 3724893761366 372489 3761366 3.18E-04 6.04E-04 8.61E-04 1.32E-04 5.36E-05 8.97E-05 5.52E-04 5.07E-04 4.32E-04 8.06E-04 1.16E-03 1.09E-03 3724993761366 372499 3761366 3.08E-04 5.85E-04 8.34E-04 1.28E-04 5.20E-05 8.70E-05 5.35E-04 4.91E-04 4.15E-04 7.75E-04 1.11E-03 1.05E-03 3725093761366 372509 3761366 2.99E-04 5.68E-04 8.10E-04 1.25E-04 5.06E-05 8.46E-05 5.20E-04 4.78E-04 4.01E-04 7.49E-04 1.07E-03 1.01E-03 3725193761366 372519 3761366 2.92E-04 5.54E-04 7.90E-04 1.22E-04 4.94E-05 8.26E-05 5.08E-04 4.66E-04 3.90E-04 7.27E-04 1.04E-03 9.85E-04 3725293761366 372529 3761366 2.83E-04 5.37E-04 7.65E-04 1.18E-04 4.79E-05 8.01E-05 4.92E-04 4.52E-04 3.75E-04 6.99E-04 1.00E-03 9.47E-04 3721893761376 372189 3761376 9.86E-04 1.98E-03 2.82E-03 4.03E-04 1.63E-04 2.73E-04 1.71E-03 1.57E-03 1.84E-03 3.59E-03 5.15E-03 4.86E-03 3721993761376 372199 3761376 9.46E-04 1.89E-03 2.69E-03 3.87E-04 1.57E-04 2.62E-04 1.64E-03 1.51E-03 1.76E-03 3.41E-03 4.90E-03 4.63E-03 3722093761376 372209 3761376 9.05E-04 1.80E-03 2.56E-03 3.71E-04 1.50E-04 2.51E-04 1.57E-03 1.44E-03 1.65E-03 3.19E-03 4.57E-03 4.32E-03 3722193761376 372219 3761376 7.85E-04 1.57E-03 2.23E-03 3.20E-04 1.30E-04 2.17E-04 1.36E-03 1.25E-03 1.55E-03 2.98E-03 4.28E-03 4.04E-03 3722293761376 372229 3761376 7.44E-04 1.48E-03 2.11E-03 3.03E-04 1.23E-04 2.05E-04 1.29E-03 1.19E-03 1.47E-03 2.82E-03 4.04E-03 3.82E-03 3722393761376 372239 3761376 7.09E-04 1.41E-03 2.00E-03 2.89E-04 1.17E-04 1.96E-04 1.23E-03 1.13E-03 1.17E-03 2.25E-03 3.22E-03 3.05E-03 3722493761376 372249 3761376 6.81E-04 1.35E-03 1.92E-03 2.78E-04 1.13E-04 1.89E-04 1.18E-03 1.09E-03 1.11E-03 2.14E-03 3.06E-03 2.89E-03 3722593761376 372259 3761376 6.56E-04 1.29E-03 1.84E-03 2.68E-04 1.09E-04 1.82E-04 1.14E-03 1.05E-03 1.06E-03 2.04E-03 2.92E-03 2.76E-03 3722693761376 372269 3761376 6.32E-04 1.24E-03 1.77E-03 2.59E-04 1.05E-04 1.75E-04 1.10E-03 1.01E-03 1.01E-03 1.94E-03 2.78E-03 2.63E-03 3722793761376 372279 3761376 6.03E-04 1.18E-03 1.69E-03 2.47E-04 1.00E-04 1.67E-04 1.05E-03 9.63E-04 9.53E-04 1.82E-03 2.61E-03 2.47E-03 3722893761376 372289 3761376 5.78E-04 1.13E-03 1.61E-03 2.37E-04 9.59E-05 1.60E-04 1.00E-03 9.22E-04 9.01E-04 1.72E-03 2.46E-03 2.33E-03 3722993761376 372299 3761376 5.55E-04 1.08E-03 1.55E-03 2.28E-04 9.22E-05 1.54E-04 9.65E-04 8.86E-04 8.56E-04 1.63E-03 2.34E-03 2.21E-03 3723093761376 372309 3761376 5.40E-04 1.05E-03 1.50E-03 2.22E-04 8.98E-05 1.50E-04 9.38E-04 8.62E-04 8.29E-04 1.57E-03 2.26E-03 2.13E-03 3723193761376 372319 3761376 5.27E-04 1.02E-03 1.46E-03 2.17E-04 8.77E-05 1.47E-04 9.16E-04 8.41E-04 8.07E-04 1.53E-03 2.20E-03 2.07E-03 3723293761376 372329 3761376 5.15E-04 9.99E-04 1.42E-03 2.12E-04 8.59E-05 1.44E-04 8.95E-04 8.22E-04 7.88E-04 1.49E-03 2.14E-03 2.02E-03 3723393761376 372339 3761376 5.03E-04 9.74E-04 1.39E-03 2.07E-04 8.40E-05 1.41E-04 8.74E-04 8.03E-04 7.68E-04 1.45E-03 2.08E-03 1.97E-03 3723493761376 372349 3761376 4.92E-04 9.50E-04 1.35E-03 2.03E-04 8.23E-05 1.38E-04 8.55E-04 7.85E-04 8.72E-04 1.64E-03 2.35E-03 2.22E-03 3723593761376 372359 3761376 4.79E-04 9.23E-04 1.32E-03 1.98E-04 8.02E-05 1.34E-04 8.32E-04 7.64E-04 8.39E-04 1.57E-03 2.26E-03 2.13E-03 3723793761376 372379 3761376 4.48E-04 8.61E-04 1.23E-03 1.85E-04 7.51E-05 1.26E-04 7.78E-04 7.15E-04 7.76E-04 1.45E-03 2.08E-03 1.97E-03 3723893761376 372389 3761376 4.29E-04 8.23E-04 1.17E-03 1.77E-04 7.19E-05 1.20E-04 7.45E-04 6.84E-04 6.27E-04 1.18E-03 1.69E-03 1.59E-03 3723993761376 372399 3761376 4.09E-04 7.85E-04 1.12E-03 1.69E-04 6.86E-05 1.15E-04 7.11E-04 6.53E-04 5.88E-04 1.10E-03 1.58E-03 1.50E-03 3724093761376 372409 3761376 3.96E-04 7.58E-04 1.08E-03 1.64E-04 6.64E-05 1.11E-04 6.88E-04 6.31E-04 5.64E-04 1.06E-03 1.52E-03 1.43E-03 3724193761376 372419 3761376 3.86E-04 7.38E-04 1.05E-03 1.60E-04 6.48E-05 1.08E-04 6.70E-04 6.16E-04 5.47E-04 1.03E-03 1.47E-03 1.39E-03 3724293761376 372429 3761376 3.79E-04 7.24E-04 1.03E-03 1.57E-04 6.37E-05 1.07E-04 6.58E-04 6.05E-04 5.37E-04 1.01E-03 1.44E-03 1.36E-03 3724493761376 372449 3761376 3.56E-04 6.78E-04 9.67E-04 1.48E-04 5.99E-05 1.00E-04 6.18E-04 5.68E-04 4.96E-04 9.28E-04 1.33E-03 1.26E-03 3724593761376 372459 3761376 3.46E-04 6.60E-04 9.40E-04 1.44E-04 5.84E-05 9.77E-05 6.02E-04 5.53E-04 4.80E-04 8.98E-04 1.29E-03 1.22E-03 3724693761376 372469 3761376 3.39E-04 6.44E-04 9.18E-04 1.41E-04 5.71E-05 9.56E-05 5.89E-04 5.40E-04 4.68E-04 8.74E-04 1.25E-03 1.18E-03 3724793761376 372479 3761376 3.33E-04 6.32E-04 9.01E-04 1.39E-04 5.62E-05 9.39E-05 5.78E-04 5.31E-04 4.58E-04 8.55E-04 1.23E-03 1.16E-03 3724993761376 372499 3761376 3.17E-04 6.02E-04 8.58E-04 1.33E-04 5.37E-05 8.98E-05 5.52E-04 5.07E-04 4.34E-04 8.08E-04 1.16E-03 1.09E-03 3725093761376 372509 3761376 3.06E-04 5.81E-04 8.28E-04 1.28E-04 5.19E-05 8.67E-05 5.32E-04 4.89E-04 4.15E-04 7.73E-04 1.11E-03 1.05E-03 3725193761376 372519 3761376 2.98E-04 5.65E-04 8.05E-04 1.25E-04 5.05E-05 8.45E-05 5.18E-04 4.76E-04 4.02E-04 7.48E-04 1.07E-03 1.01E-03 3725293761376 372529 3761376 2.89E-04 5.47E-04 7.80E-04 1.21E-04 4.90E-05 8.19E-05 5.02E-04 4.61E-04 3.86E-04 7.19E-04 1.03E-03 9.74E-04 3721903761386 372190 3761386 1.05E-03 2.10E-03 2.99E-03 4.30E-04 1.74E-04 2.91E-04 1.82E-03 1.67E-03 2.04E-03 3.94E-03 5.66E-03 5.34E-03 3721993761386 372199 3761386 1.01E-03 2.01E-03 2.86E-03 4.14E-04 1.68E-04 2.80E-04 1.75E-03 1.61E-03 1.95E-03 3.76E-03 5.40E-03 5.10E-03 3722093761386 372209 3761386 9.62E-04 1.90E-03 2.72E-03 3.95E-04 1.60E-04 2.68E-04 1.67E-03 1.53E-03 1.81E-03 3.47E-03 4.98E-03 4.71E-03 3722193761386 372219 3761386 8.21E-04 1.63E-03 2.33E-03 3.35E-04 1.36E-04 2.27E-04 1.43E-03 1.31E-03 1.69E-03 3.24E-03 4.65E-03 4.39E-03 3722293761386 372229 3761386 7.83E-04 1.55E-03 2.21E-03 3.20E-04 1.30E-04 2.17E-04 1.36E-03 1.25E-03 1.60E-03 3.06E-03 4.39E-03 4.15E-03 3722393761386 372239 3761386 7.48E-04 1.48E-03 2.11E-03 3.06E-04 1.24E-04 2.07E-04 1.30E-03 1.19E-03 1.28E-03 2.45E-03 3.52E-03 3.33E-03 3722493761386 372249 3761386 7.15E-04 1.41E-03 2.01E-03 2.93E-04 1.19E-04 1.98E-04 1.24E-03 1.14E-03 1.21E-03 2.31E-03 3.31E-03 3.13E-03 3722593761386 372259 3761386 6.88E-04 1.35E-03 1.93E-03 2.82E-04 1.14E-04 1.91E-04 1.20E-03 1.10E-03 1.15E-03 2.20E-03 3.15E-03 2.98E-03 3722693761386 372269 3761386 6.62E-04 1.30E-03 1.85E-03 2.72E-04 1.10E-04 1.84E-04 1.15E-03 1.06E-03 1.10E-03 2.09E-03 3.00E-03 2.83E-03 3722793761386 372279 3761386 6.38E-04 1.25E-03 1.78E-03 2.62E-04 1.06E-04 1.78E-04 1.11E-03 1.02E-03 1.05E-03 1.99E-03 2.86E-03 2.70E-03 3722893761386 372289 3761386 6.11E-04 1.19E-03 1.70E-03 2.51E-04 1.02E-04 1.70E-04 1.06E-03 9.76E-04 9.90E-04 1.88E-03 2.69E-03 2.55E-03 3722993761386 372299 3761386 5.87E-04 1.14E-03 1.63E-03 2.41E-04 9.77E-05 1.63E-04 1.02E-03 9.36E-04 9.37E-04 1.78E-03 2.55E-03 2.41E-03 3723093761386 372309 3761386 5.68E-04 1.10E-03 1.57E-03 2.34E-04 9.46E-05 1.58E-04 9.86E-04 9.06E-04 8.99E-04 1.70E-03 2.44E-03 2.31E-03 3723193761386 372319 3761386 5.51E-04 1.07E-03 1.52E-03 2.27E-04 9.19E-05 1.54E-04 9.57E-04 8.79E-04 8.67E-04 1.64E-03 2.35E-03 2.22E-03 Framing/Buil
ding
Enclosure Finishes Finishes Paving Demolition
Grading/Exca
vation
Subterranean
Work/Concre
te Structure
Framing/Buil
ding
Enclosure Finishes
Paving/Site
Work
2029 2029 2030 2030 2029 2029 2030 2030 2031 2031 3rd Trimester 0<2 2<16 Total per million 2027 2028 2029 2030 2031 Child Risk
Overlapping Phases - Maximum GLC

1.63E-04 1.14E-04 4.86E-05 5.94E-04 5.00E-04 9.15E-04 1.28E-03 2.29E-04 6.02E-05 7.75E-04 1.60E-09 3.58E-07 1.08E-08 3.70E-07 0.37 1.59E-03 2.72E-03 3.17E-03 2.15E-03 8.35E-04

1.58E-04 1.10E-04 4.70E-05 5.74E-04 4.81E-04 8.80E-04 1.23E-03 2.20E-04 5.79E-05 7.45E-04 1.55E-09 3.45E-07 1.04E-08 3.57E-07 0.36 1.55E-03 2.64E-03 3.06E-03 2.07E-03 8.03E-04

6.58E-04 4.59E-04 1.96E-04 2.44E-03 3.54E-03 6.56E-03 9.16E-03 1.63E-03 4.28E-04 5.49E-03 4.83E-09 1.95E-06 7.70E-08 2.04E-06 2.04 5.16E-03 1.08E-02 1.69E-02 1.34E-02 5.92E-03

6.30E-04 4.39E-04 1.88E-04 2.33E-03 3.25E-03 6.01E-03 8.39E-03 1.49E-03 3.93E-04 5.04E-03 4.63E-09 1.82E-06 7.06E-08 1.89E-06 1.89 4.92E-03 1.03E-02 1.58E-02 1.24E-02 5.43E-03

5.97E-04 4.16E-04 1.78E-04 2.20E-03 2.89E-03 5.35E-03 7.47E-03 1.33E-03 3.49E-04 4.48E-03 4.45E-09 1.66E-06 6.28E-08 1.73E-06 1.73 4.71E-03 9.77E-03 1.44E-02 1.12E-02 4.83E-03

5.69E-04 3.97E-04 1.69E-04 2.10E-03 2.62E-03 4.85E-03 6.77E-03 1.21E-03 3.17E-04 4.07E-03 4.29E-09 1.54E-06 5.70E-08 1.60E-06 1.60 4.51E-03 9.29E-03 1.33E-02 1.02E-02 4.38E-03

5.42E-04 3.78E-04 1.61E-04 1.99E-03 2.39E-03 4.41E-03 6.15E-03 1.10E-03 2.88E-04 3.70E-03 3.75E-09 1.42E-06 5.18E-08 1.47E-06 1.47 3.98E-03 8.69E-03 1.23E-02 9.41E-03 3.99E-03

5.20E-04 3.62E-04 1.55E-04 1.91E-03 2.21E-03 4.09E-03 5.70E-03 1.02E-03 2.67E-04 3.43E-03 3.61E-09 1.33E-06 4.80E-08 1.38E-06 1.38 3.81E-03 8.31E-03 1.15E-02 8.79E-03 3.70E-03

4.98E-04 3.48E-04 1.48E-04 1.83E-03 2.05E-03 3.79E-03 5.29E-03 9.43E-04 2.48E-04 3.18E-03 3.47E-09 1.25E-06 4.46E-08 1.30E-06 1.30 3.65E-03 7.94E-03 1.08E-02 8.21E-03 3.43E-03

3.99E-04 2.78E-04 1.19E-04 1.48E-03 1.75E-03 3.23E-03 4.51E-03 8.04E-04 2.11E-04 2.72E-03 3.33E-09 1.06E-06 3.80E-08 1.10E-06 1.10 3.49E-03 6.66E-03 9.21E-03 6.91E-03 2.93E-03

3.77E-04 2.63E-04 1.12E-04 1.39E-03 1.61E-03 2.97E-03 4.15E-03 7.40E-04 1.94E-04 2.50E-03 3.18E-09 9.83E-07 3.50E-08 1.02E-06 1.02 3.34E-03 6.30E-03 8.58E-03 6.40E-03 2.69E-03

3.51E-04 2.45E-04 1.05E-04 1.30E-03 1.46E-03 2.70E-03 3.77E-03 6.71E-04 1.76E-04 2.27E-03 3.02E-09 9.04E-07 3.18E-08 9.39E-07 0.94 3.16E-03 5.89E-03 7.90E-03 5.84E-03 2.45E-03

3.35E-04 2.33E-04 9.97E-05 1.24E-03 1.37E-03 2.52E-03 3.51E-03 6.26E-04 1.65E-04 2.12E-03 2.91E-09 8.51E-07 2.96E-08 8.84E-07 0.88 3.04E-03 5.61E-03 7.45E-03 5.47E-03 2.28E-03

3.27E-04 2.28E-04 9.73E-05 1.21E-03 1.31E-03 2.41E-03 3.36E-03 6.01E-04 1.58E-04 2.03E-03 2.84E-09 8.22E-07 2.84E-08 8.53E-07 0.85 2.96E-03 5.46E-03 7.20E-03 5.27E-03 2.19E-03

3.25E-04 2.27E-04 9.68E-05 1.20E-03 1.28E-03 2.35E-03 3.29E-03 5.87E-04 1.54E-04 1.98E-03 2.80E-09 8.08E-07 2.78E-08 8.39E-07 0.84 2.90E-03 5.40E-03 7.07E-03 5.17E-03 2.14E-03

3.81E-04 2.66E-04 1.14E-04 1.39E-03 1.32E-03 2.43E-03 3.40E-03 6.08E-04 1.60E-04 2.05E-03 2.75E-09 8.73E-07 2.87E-08 9.04E-07 0.90 2.84E-03 6.02E-03 7.56E-03 5.51E-03 2.21E-03

3.68E-04 2.57E-04 1.10E-04 1.34E-03 1.26E-03 2.31E-03 3.22E-03 5.77E-04 1.52E-04 1.95E-03 2.68E-09 8.35E-07 2.73E-08 8.65E-07 0.86 2.76E-03 5.81E-03 7.24E-03 5.25E-03 2.10E-03

3.55E-04 2.48E-04 1.06E-04 1.29E-03 1.19E-03 2.19E-03 3.06E-03 5.48E-04 1.44E-04 1.85E-03 2.61E-09 8.00E-07 2.59E-08 8.28E-07 0.83 2.68E-03 5.61E-03 6.94E-03 5.01E-03 1.99E-03

3.43E-04 2.39E-04 1.02E-04 1.25E-03 1.14E-03 2.09E-03 2.91E-03 5.22E-04 1.37E-04 1.76E-03 2.55E-09 7.67E-07 2.47E-08 7.94E-07 0.79 2.61E-03 5.43E-03 6.66E-03 4.79E-03 1.90E-03

3.20E-04 2.23E-04 9.53E-05 1.16E-03 1.03E-03 1.88E-03 2.63E-03 4.71E-04 1.24E-04 1.59E-03 2.41E-09 7.04E-07 2.23E-08 7.28E-07 0.73 2.45E-03 5.05E-03 6.11E-03 4.36E-03 1.71E-03

2.58E-04 1.80E-04 7.68E-05 9.43E-04 9.05E-04 1.66E-03 2.32E-03 4.16E-04 1.09E-04 1.40E-03 2.31E-09 6.02E-07 1.97E-08 6.24E-07 0.62 2.35E-03 4.26E-03 5.29E-03 3.75E-03 1.51E-03

2.45E-04 1.71E-04 7.29E-05 8.95E-04 8.51E-04 1.56E-03 2.18E-03 3.91E-04 1.03E-04 1.32E-03 2.22E-09 5.69E-07 1.85E-08 5.90E-07 0.59 2.26E-03 4.06E-03 5.01E-03 3.54E-03 1.42E-03

2.36E-04 1.65E-04 7.04E-05 8.63E-04 8.11E-04 1.49E-03 2.08E-03 3.72E-04 9.79E-05 1.26E-03 2.16E-09 5.46E-07 1.76E-08 5.66E-07 0.57 2.19E-03 3.92E-03 4.80E-03 3.38E-03 1.35E-03

2.31E-04 1.61E-04 6.88E-05 8.43E-04 7.82E-04 1.43E-03 2.00E-03 3.59E-04 9.44E-05 1.21E-03 2.12E-09 5.30E-07 1.70E-08 5.49E-07 0.55 2.14E-03 3.82E-03 4.66E-03 3.27E-03 1.31E-03

2.70E-04 1.88E-04 8.05E-05 9.78E-04 8.13E-04 1.49E-03 2.08E-03 3.74E-04 9.82E-05 1.26E-03 2.09E-09 5.76E-07 1.77E-08 5.96E-07 0.60 2.11E-03 4.27E-03 5.02E-03 3.51E-03 1.36E-03

2.10E-04 1.46E-04 6.26E-05 7.65E-04 6.88E-04 1.26E-03 1.76E-03 3.16E-04 8.31E-05 1.07E-03 1.96E-09 4.74E-07 1.49E-08 4.91E-07 0.49 1.97E-03 3.48E-03 4.18E-03 2.90E-03 1.15E-03

2.02E-04 1.41E-04 6.02E-05 7.36E-04 6.57E-04 1.20E-03 1.68E-03 3.02E-04 7.94E-05 1.02E-03 1.90E-09 4.55E-07 1.43E-08 4.71E-07 0.47 1.91E-03 3.35E-03 4.01E-03 2.78E-03 1.10E-03

1.97E-04 1.38E-04 5.87E-05 7.17E-04 6.34E-04 1.16E-03 1.62E-03 2.91E-04 7.66E-05 9.83E-04 1.86E-09 4.41E-07 1.38E-08 4.57E-07 0.46 1.86E-03 3.27E-03 3.89E-03 2.69E-03 1.06E-03

1.93E-04 1.35E-04 5.75E-05 7.02E-04 6.14E-04 1.12E-03 1.57E-03 2.82E-04 7.42E-05 9.52E-04 1.82E-09 4.30E-07 1.33E-08 4.45E-07 0.44 1.83E-03 3.19E-03 3.79E-03 2.61E-03 1.03E-03

1.83E-04 1.28E-04 5.45E-05 6.64E-04 5.71E-04 1.05E-03 1.46E-03 2.62E-04 6.90E-05 8.86E-04 1.74E-09 4.03E-07 1.24E-08 4.17E-07 0.42 1.74E-03 3.03E-03 3.56E-03 2.44E-03 9.55E-04

1.75E-04 1.22E-04 5.23E-05 6.37E-04 5.45E-04 9.97E-04 1.39E-03 2.50E-04 6.58E-05 8.46E-04 1.69E-09 3.86E-07 1.18E-08 4.00E-07 0.40 1.68E-03 2.91E-03 3.41E-03 2.33E-03 9.11E-04

1.70E-04 1.18E-04 5.06E-05 6.16E-04 5.24E-04 9.59E-04 1.34E-03 2.41E-04 6.33E-05 8.13E-04 1.64E-09 3.73E-07 1.14E-08 3.86E-07 0.39 1.63E-03 2.82E-03 3.29E-03 2.25E-03 8.76E-04

1.65E-04 1.15E-04 4.90E-05 5.97E-04 5.05E-04 9.23E-04 1.29E-03 2.32E-04 6.09E-05 7.83E-04 1.60E-09 3.60E-07 1.10E-08 3.73E-07 0.37 1.59E-03 2.73E-03 3.19E-03 2.17E-03 8.44E-04

1.60E-04 1.12E-04 4.77E-05 5.81E-04 4.88E-04 8.92E-04 1.24E-03 2.24E-04 5.89E-05 7.56E-04 1.56E-09 3.49E-07 1.06E-08 3.61E-07 0.36 1.55E-03 2.66E-03 3.09E-03 2.10E-03 8.15E-04

7.23E-04 5.04E-04 2.15E-04 2.67E-03 4.09E-03 7.55E-03 1.05E-02 1.89E-03 4.96E-04 6.34E-03 5.13E-09 2.20E-06 8.90E-08 2.29E-06 2.29 5.46E-03 1.18E-02 1.90E-02 1.53E-02 6.84E-03

6.93E-04 4.84E-04 2.07E-04 2.56E-03 3.73E-03 6.88E-03 9.60E-03 1.72E-03 4.52E-04 5.78E-03 4.93E-09 2.04E-06 8.11E-08 2.13E-06 2.13 5.22E-03 1.12E-02 1.77E-02 1.41E-02 6.23E-03

6.55E-04 4.57E-04 1.95E-04 2.41E-03 3.31E-03 6.10E-03 8.52E-03 1.53E-03 4.01E-04 5.13E-03 4.73E-09 1.86E-06 7.20E-08 1.93E-06 1.93 4.98E-03 1.06E-02 1.61E-02 1.26E-02 5.53E-03

6.21E-04 4.33E-04 1.85E-04 2.28E-03 2.97E-03 5.47E-03 7.63E-03 1.37E-03 3.59E-04 4.60E-03 4.55E-09 1.70E-06 6.45E-08 1.77E-06 1.77 4.76E-03 1.00E-02 1.48E-02 1.15E-02 4.96E-03

5.89E-04 4.11E-04 1.76E-04 2.16E-03 2.67E-03 4.92E-03 6.86E-03 1.23E-03 3.23E-04 4.14E-03 3.92E-09 1.56E-06 5.80E-08 1.62E-06 1.62 4.14E-03 9.33E-03 1.34E-02 1.04E-02 4.46E-03

City Council Meeting AgendaFebruary 9, 2026

City Council Meeting Agenda
February 9, 2026