Agenda packet — Lincoln City Council, July 28, 2026 (part 6 of 10)

RESOLUTION 2026-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN ADOPTING THE PROPOSED ADDENDUM TO THE CERTIFIED 2010 VILLAGE 7 SPECIFIC PLAN ENVIRONMENTAL IMPACT REPORT (SCH #2005062001) AND THE 2017 VILLAGE 5 SPECIFIC PLAN ENVIRONMENTAL IMPACT REPORT (SCH #2014052071) CERTIFYING THAT THE VILLAGE 7B PROJECT WILL NOT

RESULT IN ANY NEW SIGNIFICANT INFORMATION OF SUBSTANTIAL IMPORTANCE, NEW

IMPACTS, NEW MITIGATION MEASURES, NEW OR REVISED ALTERNATIVES, OR AN INCREASE IN

THE SEVERITY OF PREVIOUSLY IDENTIFIED IMPACTS THAT WOULD REQUIRE MAJOR REVISIONS TO THE 2010 VILLAGE 7 SPECIFIC PLAN ENVIRONMENTAL IMPACT REPORT OR THE 2017 VILLAGE 5 SPECIFIC PLAN ENVIRONMENTAL IMPACT REPORT, AND THEREFORE, PURSUANT TO CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SECTION 15162, THE PREPARATION OF A SUPPLEMENTAL OR SUBSEQUENT EIR IS NOT REQUIRED (APPLICANT: LEWIS PLANNED COMMUNITES / PROPERTY OWNER: SCHEIBER RANCH PROPERTIES, LP) WHEREAS, the City of Lincoln (“City”) received an application from Lewis Planned Communities (“applicant”) seeking City approval of the Village 7B Amendments Project (“Project”); and
WHEREAS, on June 8, 2010, the Lincoln City Council adopted Resolution No. 2010-095, making findings concerning mitigation measures and alternatives, making a statement of overriding considerations, adopting a Mitigation Monitoring Plan, and certifying the Village 7 Specific Plan Project Final Environmental Impact Report (“Village 7 Final EIR”) (State Clearinghouse [SCH] No. 2005062001) pursuant to the California Environmental Quality Act (“CEQA”); and
WHEREAS, on December 5, 2017, the Lincoln City Council adopted Resolution No. 2017- 258, making findings concerning mitigation measures and alternatives, making a statement of overriding considerations, adopting a Mitigation Monitoring Plan, and certifying the Village 5 Specific Plan Project Final Environmental Impact Report (“Village 5 Final EIR”) (SCH No. 2014052071) pursuant to CEQA; and
WHEREAS, the City, as Lead Agency, has determined the Project includes minor technical changes; therefore, an Addendum to the certified EIRs has been prepared (provided as Exhibit A); and
WHEREAS, the City, as Lead Agency, has determined the Project includes minor technical changes to mitigation measures; therefore, an updated Mitigation Monitoring Plan (provided as Exhibit B and Exhibit C) for the certified Village 7 Final EIR and for the certified Village 5 Final EIR respectively, have been imposed on and incorporated into the Project and will mitigate or avoid significant environmental effects; and
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Resolution No. 2026-

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WHEREAS, the City consulted with the United Auburn Indian Community of the Auburn Rancheria (UAIC) and reached agreement on treatment of Tribal Cultural Resources that could be affected by the Project, with consultation closing on June 24, 2026; and WHEREAS, on June 17, 2026, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and, following discussion and public testimony, voted to recommend the City Council determine the Project would not result in any new significant environmental effects or substantial increases in the severity of significant effects previously identified in the EIR and adopt the proposed Village 7B Addendum and the updated Mitigation Monitoring Plans for the certified Village 7 Final EIR (SCH No. 2005062001) and the Village 5 Final EIR (SCH No. 2014052071); and
WHEREAS, notices describing the Village 7B Amendments Project and the time and place of the City Council hearing, including a general explanation of the matter to be considered was published in the Lincoln News Messenger and sent to neighboring property owners pursuant to Chapter 18.92 of the Lincoln Municipal Code; and
WHEREAS, on July 28, 2026, the City Council of the City of Lincoln, did hold a duly noticed public hearing and, following discussion and public testimony, voted to determine the Project would not result in any new significant environmental effects or substantial increases in the severity of significant effects previously identified in the EIR and adopt the proposed Village 7B Addendum and the updated Mitigation Monitoring Plans for the certified Village 7 Final EIR (SCH No. 2005062001) and the Village 5 Final EIR (SCH No. 2014052071).

NOW THEREFORE BE IT RESOLVED:

Section 1. The foregoing recitals are true and correct, and are hereby incorporated by reference.

Section 2. All mitigation measures contained within the updated Mitigation Monitoring Plans for the Village 7 Final EIR and Village 5 Final EIR shall remain in force and effect and shall, to the extent still relevant, apply to the Project.

Section 3. Based upon the provisions of CEQA Guidelines Sections 15182 and 15162 and the documentation provided in Exhibit A, Addendum to the Village 7 Specific Plan EIR and Village 5 Specific Plan EIR, the preparation of an additional supplemental or subsequent EIR is not required prior to approval of the proposed entitlements.

PASSED AND ADOPTED this 28th day of July, 2026 by the following vote:
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AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
___________________________
Richard Pearl, Mayor
ATTEST:

Hope Ithurburn, City Clerk
Exhibits:

A. Addendum to the Village 7 Specific Plan EIR and Village 5 Specific Plan EIR for the Village 7B Amendments Project
B. Updated Village 7 Mitigation Monitoring Plan
C. Updated Village 5 Mitigation Monitoring Plan
917
1 ADDENDUM TO TWO ADOPTED ENVIRONMENTAL IMPACT REPORTS
The City of Lincoln California, a municipal corporation, does hereby prepare, make declare, and publish the Addendum to two adopted environmental impact reports (EIRs) for the following described project:

Project Name: Lincoln Village 7B Amendment Project (PLN25-00013) Original Project: Village 7 Specific Plan Project; Village 5 Specific Plan Project The City of Lincoln has reviewed the proposed project and on the basis of the whole record before it, has determined that substantial evidence does not exist that the modified project, as identified in this Addendum, would have a significant effect on the environment beyond that which was previously evaluated in the EIR prepared for the Village 7 Specific Plan Project (SCH # 2005062001) in 2010 (Village 7 EIR) and the EIR prepared for the Village 5 Specific Plan Project (SCH # 2014052071) in 2017 (Village 5 EIR). An additional EIR is not required pursuant to the California Environmental Quality Act of 1970 (Sections 21000, et. Seq., Public Resources Code of the State of California).

This Addendum to the adopted EIRs has been prepared pursuant to Title 14, Section 15164 of the California Code of Regulations.

Mikaela Noble, Associate Planner, City of Lincoln,
Community Development Department
By: _________________________________________
Date: 6/9/2026
Attachment 7 Exhibit A
918
Village 7B Amendment Project
Addendum
2 Village 7B Amendment Project
Addendum to the Village 7 and Village 5 Specific Plan EIRs _____________________________________________________________________________ Project Location
The project site is located within an unincorporated portion of the adopted Village 7 Specific Plan area and an unincorporated portion of the Village 5 Specific Plan area in the western area of Placer County, immediately northwest of the City of Lincoln. The approximately 231.2-acre project site (Assessor’s Parcel Numbers [APNs] 021-263-006, 021-350-006, -023, -027, -038, -039, -040, and -046) is located northwest of the Moore Road and Sorrento Parkway intersection (see Figure 1). The proposed project includes land use plan modifications to approximately 147.7 acres of the Village 7 Specific Plan area and 34 acres of the Village 5 Specific Plan area, located northwest of the Moore Road and Sorrento Parkway intersection (see Figure 1). In addition, the proposed project includes minor modifications within an approximately 49.5-acre portion in the Village 7 Specific Plan area, located south of Moore Road (APNs 021-263-014, -022, and -023). These minor modifications are discussed in more detail below.

The project site is predominantly undeveloped and consists of agricultural fields, with two rural residences located in the northeast corner of the site. The project site is surrounded by the Auburn Ravine to the north; existing residences to the east; undeveloped land within the Village 7 Specific Plan area to the south; and rural residences, the City of Lincoln Wastewater Treatment and Reclamation Facility (WWTRF) and undeveloped land within the Village 5 Specific Plan area to the west.

Existing Land Use and Zoning Designations
The portion of the site within the Village 7 Specific Plan, including the area south of Moore Road, is designated as Village Low Density Residential (VLDR), Village Medium Density Residential (VMDR), Village High Density Residential (VHDR), Village Open Space (VOS), Village Parks and Recreation (VPR), and Linear Park (LP). The portion of the site within the Village 5 Specific Plan is designated as Village Rural Residential (VRR), Village Natural Open Space (VOSN), Village Open Space Preserve (VOSP), and Major Right of Way (ROW) (see Figure 2). The project site is zoned Planned Unit Development (PD) pursuant to the Village 7 and Village 5 General Development Plans.

Project Background
Village 7 Specific Plan
In June 2010, the City of Lincoln adopted the Village 7 Specific Plan and certified the Village 7 Specific Plan EIR, which analyzed the project specific and cumulative physical impacts of development of 3,285 residential units and 125,000 square feet of commercial development in the approximately 703-acre Village 7 Specific Plan area.

In August 2013, a Development Agreement was executed between the City of Lincoln and Lincoln Land Holdings, LLC for development of the 516 acres (Lewis Property) within the Village 7 Specific Plan area (see Figure 3). The City Council determined that the Village 7 Specific Plan EIR was adequate and complete, and that further environmental documentation related to the Development Agreement was not necessary given that the conditions of the agreement were consistent with the scope of the EIR.

In 2016, Lewis Planned Communities requested amendments to the Village 7 Specific Plan and approval of a Small Lot Vesting Tentative Subdivision Map (SLVTSM) for Phase 1 of the Specific Plan. In general, the requested amendments reconfigured land uses such as consolidation of residential and park uses within Phase 1 of the project, while maintaining a consistent number of dwelling units in the Specific Plan.

Attachment 7 Exhibit A
919
Village 7B Amendment Project
Addendum
3 Figure 1
Project Location Map
Note: Project site boundaries are approximate.

Village 7
Specific
Plan Area
Single-Family
Residences
Auburn Ravine
Rural Residences
Undeveloped Land
Undeveloped Land
Undeveloped Land
City of Lincoln
WWTRF
Village 5
Specific
Plan
Attachment 7 Exhibit A
920
Village 7B Amendment Project
Addendum
4 Figure 2
Existing Specific Plan Land Use Designations
Note: Project site boundaries are approximate.

Project
Site
Minor
Modifications
South of Moore
Road
Area not
included in the
project site
Attachment 7 Exhibit A
921
Village 7B Amendment Project
Addendum
5 Figure 3
Village 7 Property Ownership Exhibit
Note: Project site boundaries are approximate.

Project
Site
Minor
Modifications
South of
Moore Road
Area not
included in the
project site
Attachment 7 Exhibit A
922
Village 7B Amendment Project
Addendum
6 As a result, the 2013 Development Agreement was amended to reflect the changes and was approved in January 2017. Subsequent environmental documentation was completed in September 2016, which determined that the amendments would not result in any new significant impacts or substantially increase the severity of any significant impacts identified in the Village 7 Specific Plan EIR.

In 2022, an Addendum to the Village 7 Specific Plan EIR was prepared to evaluate amendments to the previously approved 2016 Phase 1 SLVTSM and other related entitlements to accomplish the following:
incorporate new single-family residential lot sizes; reduce the number of residential lots per unit/village to be developed within the Phase 1 Development Area; and maintain the previously approved land uses and residential density types, and the locations and sizes of the parks and major residential paseos. The total unit count to be developed within the Phase 1 development area increased from 539 to 565. The proposed amendment to the Phase 1 SLVTSM also required an amendment to the previously approved Village 7 General Development Plan and Development Agreement between the City of Lincoln and Lincoln Land Holdings, LLC (Lewis Communities). The City of Lincoln approved the requested entitlements and adopted the associated Addendum in August 2022.

In 2024, a second Addendum to the Village 7 Specific Plan EIR was prepared, which evaluated additional amendments to the Village 7 Specific Plan and General Development Plan. The amendments included revised land use designations for the Village Mixed Use (VMU) parcel at the northwest corner of Ferrari Ranch Road and Central Boulevard, as well as minor adjustments to residential, parks, and open space configurations throughout the plan, and changes to development processing methods involving entitlement modifications. The City of Lincoln approved the requested entitlements and adopted the associated Addendum in April 2024.

In 2025, the City of Lincoln approved two minor amendments to the Village 7 Specific Plan and General Development Plan, which replaced approximately 7.6 acres of VPR with VLDR and changed the location of the proposed elementary school site from the southeast corner to the northeast corner of the Ferrari Ranch Road and Western Boulevard intersection.

The Village 7 Specific Plan EIR is both a Program EIR and Project EIR, pursuant to CEQA Guidelines Sections 15168 and 15161. The portions of the Village 7 Specific Plan area under consideration for the current amendments were addressed at a programmatic level in the Village 7 Specific Plan EIR. As part of the Village 7 Specific Plan EIR approval, the City adopted a Mitigation Monitoring Plan (MMP), which includes all mitigation measures identified in the certified EIR. All subsequent projects within the Village 7 Specific Plan area, including the 147.7-acre portion of proposed project, would be responsible for implementing all applicable mitigation contained in the MMP.

Village 5 Specific Plan
In November 2017, the City of Lincoln adopted the Village 5 Specific Plan and certified the Village 5 Specific Plan EIR, which analyzed the physical impacts of the development of 8,206 residential units and over 4.5 million square feet of non-residential development in the approximately 4,785-acre Village 5 Specific Plan area.

In 2024, approximately 2,721 acres of the Village 5 Specific Plan area were annexed into the City of Lincoln. The remaining areas of the Village 5 Specific Plan area, including the 34-acre portion associated with the proposed project, have not yet been annexed into the City of Lincoln.

The Village 5 Specific Plan EIR is both a Program EIR and Project EIR, pursuant to CEQA Guidelines Sections 15168 and 15161. The portions of the Village 5 Specific Plan area under consideration for the current amendments were addressed at a project level in the Village 5 Specific Plan EIR. As part of the Attachment 7 Exhibit A
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Village 7B Amendment Project
Addendum
7 Village 5 Specific Plan EIR certification, the City adopted an MMP, which includes all mitigation measures identified in the certified EIR. All subsequent projects within the Village 5 Specific Plan area, including the 34-acre portion of proposed project, would be responsible for implementing all applicable mitigation contained in the MMP.

Project Description
The Village 7B Amendment Project (proposed project) includes a request to amend the Village 7 Specific Plan and General Development Plan, as well as the Village 5 Specific Plan and General Development Plan. The proposed land use designation changes, as shown in Figure 4, would increase the number of allocated units within the Village 7 portion of the project site from 570 to 1,205 units (see Table 1). In addition, as shown in Figure 4, the proposed project would include amendments to the Village 5 Specific Plan that would increase the number of allocated units within the Village 5 portion of the project site from seven to 30 units (see Table 1). The proposed land use modifications are shown in further detail in Table

1. Table 1
Proposed Project Land Use Summary
Land Use Existing Proposed Delta
Village 7
Village Country
Estates (VCE)
Acres 0.00 4.0 +4.0
Units 0 11 +11
VLDR Acres 60.4 23.6 -36.8
Units 332 140 -192
VMDR Acres 22.8 33.9 +11.1
Units 238 314 +76
VMHDR Acres 0.00 41.1 +41.1
Units 0 740 +740
VMU Acres 0.00 4.1 +4.1
Square Feet 0 20,000 +20,000
VPR Acres 8.0 5.3 -2.7
VOS Acres 51.7 28.9 -22.8
ROW Acres 4.8 6.8 +2
Total Units 570 1,205 +635
Village 5
VRR Acres 15.8 0.00 -15.8
Units 7 0 -7
VLDR Acres 0.00 5.1 +5.1
Units 0 30 +30
VPR Acres 0.00 9.2 +9.2
VOSP/VOSN Acres 18.2 19.7 +1.5
Total Units 7 30 +23
Attachment 7 Exhibit A
924
Village 7B Amendment Project
Addendum
8 Figure 4
Proposed Village 7 and Village 5 Land Use Designations
Project
Site
Minor
Modifications
South of
Moore Road
Area not
included in
the project
site
Attachment 7 Exhibit A
925
Village 7B Amendment Project
Addendum
9 As discussed above, the project site consists of approximately 147.7 acres of the total Village 7 Specific Plan area and 34 acres of the Village 5 Specific Plan. The existing/approved land uses in the remaining areas of the Village 5 Specific Plan would remain as is. Generally, the proposed project would modify land use designations to allow for higher residential density within the project site. The proposed project would also introduce 41.1 acres of Village Medium-High Density Residential (VMHDR), a new land use designation to Village 7, which would allow for a greater range of residential densities permitted within such areas (between 6.0 and 18.0 dwelling units per acre [du/ac]). As described above, the overall density in the project site would increase, and the number of units in the Village 7 portion of the project site would increase from 570 to 1,205. The proposed project would remain consistent with the City of Lincoln General Plan.

In addition, the proposed project includes minor land use modifications to a 49.5-acre portion of the Village 7 Specific Plan area south of Moore Road. These proposed minor modifications would modify VMDR from 9.6 acres to 9.4 acres, VLDR from 11.1 acres to 11.6 acres, VHDR from 3.0 acres to 2.8 acres, and VPR from 8.6 acres to 6.6 acres (see Figure 4). The proposed land use modifications would result in a small increase in the total number of units within the 49.5-acre area and, therefore, would have a negligible effect on this environmental analysis. As a result, the proposed land use modifications south of Moore Road are not discussed further in this analysis.

Proposed Residential Uses
The proposed project would introduce the new residential land use designation of VMHDR and include the following modifications to the existing land use designations:

Village 5 Specific Plan:
• VRR: The proposed project would remove 15.8 acres of VRR land use designation, which allows for a density of 0.2 to 0.5 du/ac. The VRR designation is intended for large rural residential development including single family dwellings, accessory dwellings, and structures such as barns.

This change would result in a decrease of approximately 7 units. • VLDR: The proposed project would add 5.1 acres of the VLDR land use designation, which is intended for single-family detached homes on standard or alley-loaded lots, with a density range of 3.0 to 5.9 du/ac. This would result in an increase of approximately 30 units. • Non-residential designations: The proposed project would add 9.2 acres of VPR and would increase the VOSP/VOSN designation from 18.2 to 19.7 acres.

Village 7 Specific Plan:
• VCE: The VCE designation allows for single-family detached homes on large lots, with a density range of one to 2.9 du/ac. The proposed project would add 4.0 acres of the VCE designation, which would result in 11 additional VCE units.
• VLDR: The VLDR designation allows for single-family detached homes on standard or alleyloaded lots, with a density range of 3.0 to 5.9 du/ac. The proposed project would decrease the VLDR designation from 60.4 acres to 23.6 acres, which would result in a decrease from 332 to 140 VLDR units.
• VMDR: The VMDR designation allows for single-family detached housing, as well as alternative detached and attached housing types. Such housing types may include, but are not limited to, standard or alley loaded lots, courtyard lots, green court lots, auto courts, alley clusters, petite, or cottage lots, garden lots, patio lots, zero-lot lines, z-shaped lots, duet/half plex homes, brownstones, townhomes, or condominiums. The density range for the VMDR designation is 6.0 to 12.9 du/ac. The proposed project would increase the VMDR designation from 22.8 acres to

33.9 acres, resulting in an increase from 238 to 314 VMDR units.

Attachment 7 Exhibit A
926
Village 7B Amendment Project
Addendum
10 • VMHDR: The proposed project would create the new VMHDR designation, which would allow for single-family detached housing, as well as alternative detached and attached housing types. Such housing types may include, but are not limited to, standard or alley loaded lots, courtyard lots, green court lots, auto courts, alley clusters, petite, or cottage lots, garden lots, patio lots, zero-lot lines, z-shaped lots, duet/half plex homes, brownstones, townhomes, or condominiums. It is possible that newer product types including detached residential units will be included as part of the VMHDR area. The VMHDR designation would allow a density range of 6.0 to 18 du/ac. A mix of for-sale and rental opportunities would occur in the VMHDR area. The proposed project would add 41.1 acres of the VMHDR designation, resulting in the addition of up to 740 VMHDR units. • Non-residential uses: The proposed project would add 4.1 acres of the VMU designation, decrease the VPR designation from 8 acres to 5.3 acres, and decrease the VOS designation from

51.4 acres to 28.9 acres. In addition, the proposed project would increase the ROW designation from 4.8 acres to 6.8 acres.

Site Access and Circulation
The proposed project would not include significant changes to any planned roadways or associated improvements needed to serve buildout of the project site. Similar to what was planned for the project site under the approved Specific Plans, access to the project site would be provided by Moore Road and Central Boulevard. In addition, as part of the proposed project, Central Boulevard would be extended into the project site as a ROW designation.

Utilities
The proposed project would not include any significant changes to the planned backbone utilities required to serve the project site. However, the proposed project would include minor adjustments to the layout for water, sewer, and storm drainage utility systems and related facilities in order to accommodate the proposed land use changes.

Requested Entitlements:

Overall, the proposed project will require the following approvals from the City of Lincoln:
• Adopt Addendum to the 2010 Village 7 Specific Plan EIR and 2017 Village 5 Specific Plan EIR, as amended;
• Village 7 Specific Plan Amendment to incorporate the proposed Land Use Plan into the Village 7 Specific Plan’s development plan, which includes new/modified land uses, a residential unit allocation, and associated refinements to reflect the proposed project (see Figure 4). • Village 7 General Development Plan Amendment to reflect the amended land uses requested by the applicant;
• Village 5 Specific Plan Amendment to incorporate the proposed Land Use Plan into the Village 5 Specific Plan’s development plan, which includes new/modified land uses, a residential unit allocation, and associated refinements to reflect the proposed project (see Figure 4); and • Village 5 General Development Plan Amendment to reflect the amended land uses requested by the applicant.
• Approval of a resolution authorizing the City to submit an application to the Placer County Local Area Formation Commission (LAFCo) for the formal annexation of a portion of the adopted Village 5 Specific Plan area and a portion of the adopted Village 7 Specific Plan area.

Attachment 7 Exhibit A
927
Village 7B Amendment Project
Addendum
11 Rationale for Preparation of the Addendum
An Addendum to a certified EIR may be prepared if only minor technical changes or additions are required, and none of the conditions identified in CEQA Guidelines Section 15162 are present. The following identifies the standards set forth in Section 15162(a) as they relate to the project:

1. Substantial changes are proposed in the project which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects;

2. Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or

3. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the negative declaration was adopted, shows any of the following:
a) The project will have one or more significant effects not discussed in the previous EIR or negative declaration;
b) Significant effects previously examined will be substantially more severe than shown in the previous EIR [or negative declaration];
c) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible, and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or d) Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative.

Section 15162 provides that the lead agency’s role in project approval is completed upon certification of the EIR and approval of the project, unless further discretionary action is required. The approvals requested as part of the proposed project are considered discretionary actions, and CEQA review, is therefore required.

This addendum and attached documents constitute substantial evidence supporting the conclusion that preparation of an additional supplemental or subsequent EIR is not required prior to approval of the proposed entitlements, and provides the required documentation under CEQA.

Use of a Prior Environmental Document
In Friends of College of San Mateo Gardens v. San Mateo County Community College District (2016) 1 Cal.5th 937, 951, the California Supreme Court held that a lead agency, in considering a proposed change to a previously-approved project, has the responsibility for deciding whether the environmental document for the original project retains “some relevance” to the decision-making process for the proposed change. “Whether an initial environmental document remains relevant despite changed plans or circumstances—like the question whether an initial environmental document requires major revisions Attachment 7 Exhibit A
928
Village 7B Amendment Project
Addendum
12 due to changed plans or circumstances—is a predominantly factual question. It is thus a question for the agency to answer in the first instance, drawing on its particular expertise.” (Id. at p. 952.) On this factual issue, lead agencies are entitled to considerable deference from reviewing courts: “‘a court should tread with extraordinary care’ before reversing an agency’s determination, whether implicit or explicit, that its initial environmental document retains some relevance to the decision-making process.” (Id. at p. 953.) Here, considering the quality of the certified 2010 Final EIR (Village 7) and 2017 Final EIR (Village 5), the nature of the underlying projects approved in 2010 and 2017, and the very limited nature of the proposed changes to those approved projects, the City of Lincoln has determined that the Village 7 EIR and the Village 5 EIR remain relevant to the proposal at hand. While the proposed project would change the land uses within the associated areas, the proposed project does not currently propose construction or development of any kind. The proposed land use changes would allow for the project site to eventually be built out with residential, commercial, and park uses, as detailed in Table 1. Further review of specific development and construction plans would occur prior to approval of future map entitlements. The City has also concluded that the proposed project change will not trigger the need for either a subsequent EIR or a supplement to the previously-certified Village 7 EIR and Village 5 EIR. For these reasons, the City has prepared this addendum to the Village 7 EIR and Village 5 EIR in order to evaluate the proposed project. The proposed amendments to the Village 7 Specific Plan and General Development Plan would result in impacts similar to those identified in the Village 7 EIR. In addition, the proposed amendments to the Village 5 Specific Plan and General Development Plan would result in impacts similar to those identified in the Village 5 EIR.

Discussion and Mitigation Sections
The proposed modifications to the approved project may result in a limited potential to impact the physical environment beyond what has been previously analyzed for the project site in both the Village 7 EIR and Village 5 EIR. Therefore, the majority of environmental analysis in this Addendum will focus on the CEQA topics for which impacts may be triggered as a result of the proposed modifications.

It should be noted that the CEQA Guidelines have been updated since the certification of the Village 7 EIR and the Village 5 EIR. As part of the updates, Appendix G, Environmental Checklist Form, of the CEQA Guidelines has been amended. The majority of changes represent consolidated or deleted questions to avoid redundancy, whereas a smaller subset represents additions based on current, often overlooked legal requirements (e.g., Energy), and legislation passed in recent years (e.g., Wildfire – Senate Bill 1241 and Vehicle Miles Traveled – Senate Bill 743). However, CEQA Guidelines section 15007, subdivision (b), provides that “[a]mendments to the Guidelines apply prospectively only. New requirements in amendments will apply to steps in the CEQA process not yet undertaken by the date when agencies must comply with the amendments.” Subdivision (c) adds that “[i]f a document meets the content requirements in effect when the document is sent out for public review, the document shall not need to be revised to conform to any new content requirements in Guideline amendments taking effect before the document is finally approved.” As such, topics which were not discussed in the Village 7 EIR or the Village 5 EIR are not required to be addressed in this Addendum for the sole purpose of conforming with the new content requirements of Appendix G of the CEQA Guidelines.

The discussion presented herein focuses on the following CEQA issue areas: air quality and greenhouse gas (GHG) emissions; biological resources; cultural and tribal cultural resources; transportation; and utilities and service systems. Remaining CEQA topics for which new impacts clearly would not occur as a result of the proposed project (e.g., aesthetics, geology and soils, etc.) are summarily addressed in the section entitled “Remaining CEQA Topics.”
Attachment 7 Exhibit A
929
Village 7B Amendment Project
Addendum
13 Applicable mitigation measures from the previous environmental documents that apply to the changes or new information are referenced under each environmental category. If changes or new information involve new impacts, additional documentation is not needed if a new or modified mitigation would eliminate the new impact or reduce the increase in severity to less than substantial and the applicant agrees to the new or modified mitigation measures. Thus, where new impacts are identified, additional mitigation measures, if available and feasible, are listed under each environmental category. The mitigation measures will be included as project conditions to address those impacts. The project applicant has agreed in advance to accept all such mitigations measures.

Air Quality
Village 7 Background
The Village 7 EIR analyzed the air quality effects caused by stationary, mobile, and area sources related to construction and operation of the project and the project’s location relative to off-site sources of odors such as the City of Lincoln WWTRF and Western Regional Sanitary Landfill (WRSL). The Village 7 EIR concluded that emissions resulting from construction and operation of the Specific Plan area would exceed applicable air quality standards and result in significant and unavoidable impacts, even with implementation of mitigation. Thus, a Statement of Overriding Conditions was adopted by the City.

However, the Village 7 EIR concluded the project would have a less than significant impact related to increasing CO emissions at nearby intersections; exposing residents to odors from the WWTRF and WRSL; and exposing residents to toxic air contaminants (TACs).

Village 5 Background
The Village 5 EIR analyzed the potential for the Specific Plan to conflict with or obstruct implementation of an applicable air quality plan and determined that impacts related to such would be less than significant. However, the Village 5 EIR determined that construction and operation of land uses under the proposed Specific Plan project could generate criteria pollutant emissions that could substantially contribute to a potential violation of applicable air quality standards or to nonattainment conditions, and concluded that impacts would remain significant and unavoidable even with implementation of mitigation measures identified in the Village 5 EIR. In addition, the Village 5 EIR determined that the proposed project could expose residents to odors associated with the Lincoln WWTRF and concluded that the impact would remain significant and unavoidable. Thus, a Statement of Overriding Conditions was adopted by the City. With regard to increasing CO emissions at nearby intersections and exposing residents to TACs, the Village 5 EIR determined that a less-than-significant impact would occur.

Impact Discussion
The project site is located within the Sacramento Valley Air Basin (SVAB) and is under the jurisdiction of the Placer County Air Pollution Control District (PCAPCD). The SVAB is designated nonattainment for the federal particulate matter 2.5 microns in diameter (PM2.5) and the State PM10 standards, as well as for both the federal and State ozone standards. The federal Clean Air Act requires areas designated as federal nonattainment to prepare an air quality control plan referred to as the State Implementation Plan (SIP). The SIP contains the strategies and control measures for states to use to attain the federal ambient air quality standards (AAQS).

The current applicable air quality plan for the project area is the Sacramento Regional 2009 NAAQS 8- Hour Ozone Attainment and Reasonable Further Progress Plan (Ozone Attainment Plan), updated July 24, 2017. The Ozone Attainment Plan demonstrates how existing and new control strategies would provide the necessary future emission reductions to meet the Federal Clean Air Act requirements, including the federal AAQS.

Attachment 7 Exhibit A
930
Village 7B Amendment Project
Addendum
14 In addition to strengthening the 8-hour ozone federal AAQS, the United States Environmental Protection Agency (USEPA) also strengthened the secondary 8-hour ozone federal AAQS, making the secondary standard identical to the primary standard. The SVAB remains classified as a severe nonattainment area for ozone with an attainment deadline of 2027. On October 26, 2015, the USEPA released a final implementation rule for the revised NAAQS for ozone to address the requirements for reasonable further progress, modeling and attainment demonstrations, and reasonably available control measures (RACM) and reasonably available control technology (RACT). On April 30, 2018, the USEPA published designations for areas in attainment/unclassifiable for the 2015 ozone standards. The USEPA identified the portions of Placer County within the SVAB as nonattainment for the 2015 ozone standards.1 Due to the designation of the SVAB as nonattainment for the 2015 standards, the PCAPCD will work with other regional air districts to prepare a new ozone SIP for the revised 2015 standards.

General conformity requirements of the regional air quality plan include whether a project would cause or contribute to new violations of any AAQS, increase the frequency or severity of an existing violation of any AAQS, or delay timely attainment of any AAQS. In order to evaluate ozone and other criteria air pollutant emissions and support attainment goals for those pollutants that the area is designated nonattainment, the PCAPCD has adopted recommended thresholds of significance for emissions of PM10 and the ozone precursors reactive organic gases (ROG) and oxides of nitrogen (NOX). On October 13, 2016, the PCAPCD adopted updated significance thresholds for the aforementioned pollutants. The significance thresholds, expressed in pounds per day (lbs/day), listed in Table 2 are the PCAPCD’s current thresholds of significance for use in the evaluation of air quality impacts associated with proposed development projects.

Table 2
PCAPCD Thresholds of Significance (lbs/day)
Pollutant Construction Threshold Operational Threshold
ROG 82 55
NOX 82 55
PM10 82 82
Source: Placer County Air Pollution Control District. CEQA Handbook. 2017.

Given that air pollution is largely a regional impact by nature, as emissions from each individual development project contribute to regional air quality effects, both Village 5 and Village 7 were modeled together under an Approved Conditions Scenario and a Proposed Project Scenario. The Approved Conditions Scenario was based on the existing land uses allowed within the project site pursuant to both the Village 5 and Village 7 Specific Plans, while the Proposed Project Scenario accounted for the proposed modifications to both the Village 5 and Village 7 Specific Plans (see Table 1 for specific acreage and unit count data).

The emissions associated with the Approved Conditions Scenario and the Proposed Project Scenario were estimated using the California Emissions Estimator Model (CalEEMod) version 2022 web-based software – a statewide model designed to provide a uniform platform for government agencies, land use planners, and environmental professionals to quantify air quality emissions, including greenhouse gas (GHG) emissions, from land use projects. The model applies inherent default values for various land uses, including construction data, trip generation rates, vehicle mix, trip length, average speed, compliance with the California Building Standards Code (CBSC), etc. The modeling for both the Approved Conditions Scenario and the Proposed Project Scenario assumed the inherent default values, with the

1 U.S. Environmental Protection Agency. Nonattainment and Unclassifiable Area Designations for the 2015 Ozone Standards.

April 30, 2018.

Attachment 7 Exhibit A
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15 exception of the assumption that construction would begin in September 2026 and that the project would be fully operational by 2041.

All CalEEMod results are included as Appendix A of this Addendum. The results of the emissions analysis for construction and operational emissions are discussed separately below.

Given that both the Village 7 and Village 5 Specific Plan EIRs concluded that construction and operational emissions from Specific Plan buildout would be significant and unavoidable, the applicable threshold for this analysis, pursuant to CEQA Guidelines Section 15162, is whether the proposed modified project would result in a substantial increase in the severity of a previously identified significant impact. In consideration of this, and the fact that the baseline for this analysis is the approved land uses, the City has elected to use PCAPCD’s significance thresholds for emissions of ROG, NOX, and PM10 to determine if the net increase in emissions associated with the modified project (in comparison to the approved land uses) would be considered substantial. Accordingly, the total emissions associated with the Approved Conditions Scenario and the Proposed Project Scenario are compared, and the net change in emissions associated with the proposed modifications is evaluated against the PCAPCD thresholds of significance.

Table 3 presents the estimated unmitigated construction-related emissions under the Approved Conditions Scenario and the Proposed Project Scenario.

Table 3
Maximum Unmitigated Construction Emissions (lbs/day)
ROG NOX PM10
Approved Conditions Scenario 4.46 29.21 21.08
Proposed Project Scenario 7.66 29.21 21.08
Net Change +3.20 +0.0 +0.0
PCAPCD Significance Threshold 82.0 82.0 82.0
Net Change Exceeds Threshold? NO NO NO
Source: CalEEMod, March 2026 (see Appendix A).

As shown in Table 3, implementation of the Proposed Project Scenario would result in a net increase in construction-related ROG by 3.20 lbs/day as compared to the Approved Conditions Scenario, and construction-related emissions of NOX and PM10 would result in no net change under the Proposed Project Scenario and the Approved Conditions Scenario. The net increase in construction-related emissions associated with the Proposed Project Scenario would be below the applicable PCAPCD thresholds of significance for all criteria pollutants. Therefore, the proposed project would not result in a substantial increase in the severity of the previously identified significant effects associated with construction-related criteria air pollutant emissions.

Table 4 presents the estimated unmitigated operational emissions under the Approved Conditions Scenario and the Proposed Project Scenario.

Table 4
Maximum Unmitigated Operational Emissions (lbs/day)
ROG NOX PM10
Approved Conditions Scenario 286.90 24.88 114.98
Proposed Project Scenario 215.05 33.80 138.97
Net Change -71.85 +8.92 +23.99
PCAPCD Significance Threshold 55.0 55.0 82.0
Net Change Exceeds Threshold? NO NO NO
Source: CalEEMod, March 2026 (see Appendix A).

Attachment 7 Exhibit A
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16 As shown in Table 4, implementation of the Proposed Project Scenario would result in a net decrease in ROG,2 and a net increase in NOX and PM10 emissions as compared to the Approved Conditions Scenario.

However, the net increase in operational emissions associated with the Proposed Project Scenario would be below the applicable PCAPCD thresholds of significance for all criteria pollutants. Accordingly, operations of the proposed project would not result in a substantial increase in the severity of the previously identified significant effects associated with operational criteria air pollutant emissions.

Additionally, as discussed above, impacts related to emissions of localized CO and exposing sensitive receptors to substantial pollutant concentrations were determined to be less than significant within the Village 7 EIR and Village 5 EIR. Given the area of disturbance associated with the proposed project would not extend beyond the Specific Plan boundaries analyzed in the Village 7 EIR and Village 5 EIR, the proposed project would not be anticipated to result in any new significant impacts associated with CO or TACs during construction.

With regard to operational CO emissions, according to the modeling performed for the Proposed Project Scenario, operation of the project would result in maximum mobile source CO emissions of 352.31 lbs/day, an increase in 136.57 lbs/day as compared to the 215.74 lbs/day of mobile source CO emissions generated under the Approved Conditions Scenario. The net increase in CO emissions related to operation of the proposed project would be below the 550 lbs/day screening threshold used by PCAPCD.

In addition, the proposed land uses would not allow the development of uses that would involve longterm or frequent operations of any stationary diesel engines. Thus, project operations would not result in the production of substantial concentrations of TAC emissions.

Given all of the above, the proposed project would not result in any new significant impacts or a substantial increase in the severity of a previously identified significant impact related to air quality.

Nonetheless, applicable mitigation measures from the Village 7 EIR and Village 5 EIR related to air quality emissions would still apply to the proposed project.

Furthermore, the proposed project would be required to comply with Policies under Goal HS-3 of the 2050 General Plan which are designed to reduce the generation of air pollutants to minimize impacts to human health. Policy HS-3.1 ensures compliance with local, regional, and State agencies to achieve Federal Air Quality Standards and requires development projects to incorporate programs developed by the Sacramento Area Council of Governments (SACOG) and the PCAPCD.

Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents
The following mitigation measures from the Village 7 EIR would still apply to the proposed project:
• Mitigation Measure 4.4-1(A), related to PM10 and PM2.5 emissions; • Mitigation Measure 4.4-2(A), related to ROG and NOX emissions; • Mitigation Measure 4.4-3(A), related to criteria air pollutants; • Mitigation Measure 4.4-5(A), related to odors;
• Mitigation Measure 4.4-7(A), related to cumulative emissions of PM10 and PM2.5; • Mitigation Measure 4.4-8(A), related to emissions of ozone precursors; • Mitigation Measure 4.4-9(A), related to cumulative emissions of ozone precursors; and

2 The net decrease in ROG emissions is associated with a decrease in area source emissions under the Proposed Project Scenario, particularly related to the default number of wood fireplaces assumed in CalEEMod.

Attachment 7 Exhibit A
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17 • Mitigation Measure 4.4-11(A), related to cumulative impacts related to odors.

The following mitigation measures from the Village 5 EIR would still apply to the proposed project:
• Mitigation Measure 3.3-2, related to construction emissions of criteria air pollutants; • Mitigation Measure 3.3-3, related to operational emissions of criteria air pollutants; • Mitigation Measure 3.3-5(a), related to TACs;
• Mitigation Measure 3.3-5(b), related to TACs; and
• Mitigation Measure 3.3-7, related to cumulative emissions of criteria air pollutants.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Biological Resources
Village 7 Background
The Village 7 EIR determined that development of the Village 7 Programmatic Portion, which includes the Village 7 portion of the project site, would result in the loss of wetlands and other waters of the U.S., resulting in a significant impact. Therefore, the Village 7 EIR included Mitigation Measure 4.8-1(B), which requires the applicant to conduct a wetland delineation and, based on the delineation verified by the US.

Army Corps of Engineers (USACE), a wetland mitigation plan to ensure no net loss of wetlands. The wetland mitigation plan is required to include the following or equally effective components: compensation for the loss of wetland habitat through a combination of preservation in open space preserves, on-site restoration/enhancement, and the purchase of mitigation credits at an approved mitigation bank; and reduction/avoidance measures such as avoidance buffers and protective fencing. Pursuant to Mitigation Measure 4.8-1(B), the wetland mitigation plan may be implemented through a 404 permit and/or Streambed Alteration Agreement process. The Village 7 EIR determined that implementation of Mitigation Measure 4.8-1(B) would reduce impacts related to the filling or adverse modification of jurisdictional wetland/other waters of the U.S. to a less-than-significant level.

The Village 7 EIR determined that the project site contains potential habitat for vernal pool crustaceans and amphibian species such as the western spadefoot – including vernal pools, seasonal wetlands and seasonal wetland swales – would be degraded and/or lost due to the Village 7 project. The Village 7 EIR requires implementation of Mitigation Measure 4.8-2(B) to reduce impacts to vernal pool crustaceans and western spadefoot to a less-than-significant level by obtaining a biological opinion from the U.S. Fish and Wildlife Service (USFWS) and complying with the conditions and mitigations set forth therein. Such conditions and mitigation may include, but would not be limited to, on-site and off-site preservation, creation of wetlands, purchase of credits at mitigation banks, payment of in lieu fees, and additional protection measures.

The Village 7 EIR determined that special-status plant species, such as dwarf downingia, legenere, Boggs Lake hedge-hyssop, and Sacramento orcutt grass, as well as special-status wildlife species, such as the western pond turtle, could potentially occur within the Programmatic Portion of Village 7, which includes the Village 7 portion of the project site. In addition, the Village 7 EIR, as amended, concluded that the removal of trees and on-site grading activities could result in the disruption of migratory nesting birds or protected raptor nests, resulting in the abandonment of active nests or the loss of active nests Attachment 7 Exhibit A
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18 through structure removal, as well as the loss of foraging habitat for Swainson’s hawk, white tailed kite, and burrowing owl. Similarly, the Village 7 EIR determined that alterations to habitat that would occur during construction could result in impacts to nesting habitat for tri-colored blackbird. As such, mitigation measures that require the project site to be surveyed for special-status species, as well as preconstruction surveys during the breeding season, and the acquisition and preservation of suitable foraging habitat, were prescribed to reduce the associated impacts to a less-than-significant level. In addition, the Village 7 EIR concluded that development of the Village 7 Programmatic Portion would result in less-than-significant impacts related to habitat fragmentation and wildlife population isolation.

Since the Village 7 Specific Plan was originally adopted, Placer County prepared and adopted the Placer County Conservation Program (PCCP), a local Habitat Conservation Program (HCP), which addresses many of the special-status species and habitats that are identified in the Village 7 EIR. The PCCP is a regional, comprehensive program intended to protect, enhance and restore natural resources in western Placer County, while streamlining permitting for urban development. The PCCP includes three program components:
• The Western Placer County Habitat Conservation Plan and Natural Community Conservation Plan, a joint habitat conservation plan and natural community conservation plan (HCP/NCCP) that protects fish, wildlife, plants and their habitats and fulfill the requirements of the federal Endangered Species Act of 973, as amended (ESA), and the California Natural Community Conservation Planning Act (NCCPA);
• The Western Placer County Aquatic Resource Program (CARP) that protects streams, wetlands and other water resources and fulfills the requirements of the Clean Water Act (CWA) and analogous state laws and regulations; and
• The Western Placer County In-Lieu Fee Program (ILF Program) that fulfills compensatory mitigation requirements under Section 404 of the CWA.

In October 2020, the City of Lincoln adopted an ordinance enacting Chapter 18.89 – Placer County Conservation Program of Lincoln Municipal Code Title 18 (Zoning) and made findings that the PCCP EIS/EIR adequately addressed the environmental impacts of the PCCP, including the environmental effects of future development. The City’s adoption of the PCCP requires that development projects participate in the PCCP in order to mitigate the effect on those species addressed by the PCCP and that would be adversely affected by the project development. The purpose of the ordinance is to implement the PCCP in order to provide a regulatory framework for promoting the protection and recovery of natural resources, including covered species and aquatic resources of Placer County, while streamlining the permitting process for both publicly- and privately-funded planned development within the City of Lincoln.

As a permittee under the PCCP, the City of Lincoln can transfer take authorization to private entities conducting activities covered by the plan and under their jurisdiction. Covered Activities are generally any actions undertaken in the PCCP plan area by or under the authority of the Permittees that may affect Covered Species or covered natural communities. The area for permit coverage under the HCP/NCCP has two main parts and associated subcomponents: (1) Plan Area A, comprised of Valley and Foothill areas; and (2) Plan Area B, which consists of subcomponent areas B1 through B5. The project site is within Plan Area A, which is the main focus of the HCP/NCCP and where all future growth and most of the Covered Activities will take place. Plan Area A is covered by a comprehensive permit and is comprised of the City of Lincoln plus all unincorporated lands within western Placer County:
approximately 210,000 acres, or roughly five-sixths of western Placer County.

The PCCP addresses 14 Covered Species and several Covered Natural Communities, and includes conservation measures to protect all 14 Covered Species and their habitats. Plant species are not covered under the PCCP. Avoidance and minimization measures (AMMs) are set forth in Chapter 6 of Attachment 7 Exhibit A
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19 the PCCP, and are intended to ensure that adverse effects on Covered Species and natural communities are avoided and minimized.

Applicants are required to obtain a signed Certificate of PCCP Authorization from the City for potential impacts to terrestrial and aquatic habitats and species. During the local impact authorization process, impact fees are calculated using land cover data. Fees include Land Conversion fees and may also include Aquatic/Wetland Special Habitat fees. To address disturbances to vegetation communities/land covers within the PCCP, including disturbances to oak woodland acreages and impacts to individual trees, development fees are applied for a development project’s vegetation community impacts, in accordance with PCCP guidelines.

Village 7 Impact Discussion
The existing setting of the project site area is comprised primarily of agricultural fields, the Auburn Ravine, and two rural residences located in the northeast corner of the site. The proposed project would include an amendment to the Village 7 Specific Plan and General Development Plan. The amendments would incorporate new land use designations that would increase the total unit count but would not change the overall footprint of the project site. Thus, the area of disturbance associated with the future buildout of the Village 7 project would not differ from the overall Village 7 Specific Plan area analyzed in the Village 7 EIR, as amended. As such, the proposed project would not be expected to result in any new or substantially more severe significant impacts related to biological resources relative to what has been previously analyzed for the project site in the Village 7 EIR.

In order to confirm whether any new information is available or new circumstances have occurred within the project site since the Village 7 EIR was prepared related to biological resources, a Biological Resources Assessment (BRA)3 was prepared by ECORP Consulting (ECORP) (see Appendix B). The BRA includes the results of field surveys for areas of the project site where project-related activities may result in impacts to sensitive biological resources. The area proposed to remain VOS surrounding Auburn Ravine was not included in the BRA’s biological study area (BSA), as development would not occur in such areas.

As discussed above, since the Village 7 EIR was certified, the City has adopted an ordinance implementing the PCCP. The project applicant intends to comply with the PCCP. According to the BRA, the project site consists of the PCCP land covers as presented in Table 5 below. The BRA concluded that designated critical habitat is not present where project-related activities may occur, nor is any Essential Habitat Connectivity area or known nursery site present on the site. Because the PCCP has been adopted, the applicant intends to comply with all provisions of the PCCP, which would include payment of the applicable land conversion fees. The proposed project would still result in impacts related to wetlands and other waters of the U.S. The Lake and Streambed Alteration Agreement program is not fully integrated into the PCCP and must be applied for separate and apart from the PCCP. Thus, both compliance with the PCCP and Mitigation Measure 4.8-1(B) from the Village 7 EIR would be applicable to the proposed project.

Table 5
Project PCCP Land Cover Types
PCCP Land Cover Type Acreage
Natural Communities
Vernal Pool Complex High 7.52
Vernal Pool Complex Intermediate 126.75
Vernal Pool Complex Low 26.58

3 ECORP Consulting, Inc. Biological Resources Assessment for the Scheiber Property-Lincoln Village 7 Project. May 2025.

Attachment 7 Exhibit A
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20 Urban (Nonnatural Communities)
Road 3.64
Rural Residential 15.52
Total1 180.00 1 The acreage value for each land cover type has been rounded to the nearest 1/100 decimal. Summation of these values may not equal the total area reported.

Source: ECORP Consulting, Inc. Biological Resources Assessment for the Scheiber Property-Lincoln Village 7 Project. May 2025.

Regarding special-status plant species, the BRA identified the following additional special-status plant species beyond those analyzed in the Village 7 EIR to have the potential to occur on-site: valley brodiaea, spicate calycadenia, stinkbells, Ahart’s dwarf rush, bristly leptosiphon, and pincushion navarettia. As the PCCP does not cover plant species, the mitigation measures set forth in the Village 7 EIR for specialstatus plant species would be sufficient to ensure new significant impacts would not occur related to the additional plant species identified.

Regarding special-status wildlife species, some of the species identified in the Village 7 EIR as having potential to occur on the site are now covered by the PCCP, including Swainson’s hawk, western burrowing owl, tricolored blackbird, northwestern pond turtle, conservancy fairy shrimp, vernal pool fairy shrimp, and vernal pool tadpole shrimp. Compliance with all applicable provisions of the PCCP would supersede the prior mitigation measures for those special-status species now covered under the PCCP set forth in the Village 7 EIR (i.e., Mitigation Measure 4.8-2[B], Mitigation Measure 4.8-4[B], and Mitigation Measure 4.8-7[B]). Mitigation Measures 4.8-3(B) and 4.8-5(B), related to rare plant species and nesting migratory birds, would not be covered by compliance with the PCCP and would still apply to the proposed project. Compliance with the PCCP would ensure that impacts to the covered species are reduced to a less-than-significant level, similar to the original mitigation measures set forth in the Village 7 EIR.

In addition to the special-status species identified in the Village 7 EIR as having potential to occur on the site, the BRA identified the following additional special-status wildlife species beyond those analyzed in the Village 7 EIR to have the potential to occur on-site: Crotch’s bumble bee, yellow warbler, pallid bat, and Townsend’s big-eared bat. None of the aforementioned special-status species are covered by the PCCP. Other nesting raptors and songbirds, which are protected under the federal Migratory Bird Treaty Act, have the potential to occur on-site. The mitigation measures set forth in the Village 7 EIR for nesting habitat, migratory nesting birds or protected raptor nests, and foraging habitat, as well as compliance with the PCCP, would be sufficient to ensure new significant impacts would not occur related to the additional bird and raptor species identified above.

The PCCP does not cover Crotch’s bumble bee nor special-status bat species; therefore, implementation of new project-specific mitigation related to these species would be required to ensure no new significant impacts would occur. Pursuant to CEQA Guidelines, if changes or new information involve new significant impacts, additional documentation is not needed if a new or modified mitigation would eliminate the new significant impact or reduce the increase in severity to less than substantial and the applicant commits to implementing the mitigation measure(s). The additional project-specific mitigation set forth below related to such would eliminate the potential for new significant impacts to occur. Accordingly, new circumstances that would involve new significant impacts or substantially more severe significant impacts do not exist.

Attachment 7 Exhibit A
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21 Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents
As discussed above, because the PCCP has been adopted, the mitigation measures set forth in the Village 7 EIR related to covered special-status species and aquatic resources would be superseded by compliance with the applicable PCCP requirements. The following mitigation measures from the Village 7 EIR would still apply to the proposed project:
• Mitigation Measure 4.8-1(B), related to jurisdictional wetlands and other waters of the U.S.; • Mitigation Measure 4.8-3(B), related to rare plant populations; and • Mitigation Measure 4.8-5(B), related to nesting migratory birds.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
Implementation of the following mitigation measures would ensure that any potential impacts related to Crotch’s bumble bee and special-status bat species would be reduced to a less-thansignificant level. The mitigation measures will be included as project conditions. The project applicant has agreed in advance to accept all such mitigation measures. • Biological Resources Mitigation Measure 1
The provisions contained herein only apply if Crotch’s bumble bee remains a candidate species or is listed under CESA at the commencement of construction. Following CDFW’s status report on Crotch’s bumble bee, if the California Fish and Game Commission finds that the petitioned action is not warranted, the provisions contained herein shall not be required.

Initial ground-disturbing activities associated with development of any future Tentative Map (e.g., grading, vegetation removal, staging) should take place between September 1 and March 31 (i.e., outside the colony active period) to avoid potential impacts on special-status bumble bees. If initial grounddisturbing activities do not occur between September 1 and March 31, then at a maximum of 14 days prior to the commencement of construction activities, a qualified biologist shall conduct a preconstruction survey for Crotch’s bumble bees in the area(s) proposed for impact.

The survey shall occur during the period from one hour after sunrise to two hours before sunset, with temperatures between 65 degrees Fahrenheit and 90 degrees Fahrenheit, with low wind and zero rain. If the timing of the start of construction makes the survey infeasible due to the temperature requirements, the surveying biologist shall select the most appropriate days based on the National Weather Service seven-day forecast and shall survey at a time of day that is closest to the temperature range stated above. The survey duration shall be commensurate with the physical extent of suitable floral resources (which represent foraging habitat) present within the area proposed for impact, and Attachment 7 Exhibit A
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22 the level of effort shall be based on the metric of a minimum of one personhour of searching per three acres of suitable floral resources/foraging habitat.

A meandering pedestrian survey shall be conducted throughout the area proposed for impact in order to identify patches of suitable floral resources.

Suitable floral resources for Crotch’s bumble bee include species in the following families: Apocynaceae, Asteraceae, Boraginaceae, Fabaceae, and Lamiaceae.

At a minimum, preconstruction survey methods shall include the following:
• Search areas with floral resources for foraging bumble bees. Observed foraging activity may indicate a nest is nearby, and therefore, the survey duration shall be increased when foraging bumble bees are present; • If Crotch’s bumble bees are observed, watch any Crotch’s bumble bees present and observe their flight patterns. Attempt to track their movements between foraging areas and the nest;
• Visually look for nest entrances. Observe burrows, any other underground cavities, logs, or other possible nesting habitat; • If floral resources or other vegetation preclude observance of the nest, small areas of vegetation may be removed via hand removal, line trimming, or mowing to a height of a minimum of four inches to assist with locating the nest;
• Look for concentrated Crotch’s bumble bee activity;
• Listen for the humming of a nest colony; and
• If bumble bees are observed, attempt to photograph the individual and identify it to species.

The biologist conducting the survey shall record when the survey was conducted, a general description of any suitable foraging habitat/floral resources present, a description of observed bumble bee activity, a list of bumble bee species observed, a description of any vegetation removed to facilitate the survey, and their determination of if survey observations suggest a Crotch’s bumble bee nest(s) may be present or if construction activities could result in take of Crotch’s bumble bees. The report shall be submitted to the City of Lincoln Community Development Department prior to the commencement of construction activities.

If bumble bees are not located during the preconstruction survey or the bumble bees located are definitively identified as a common species (i.e., not specialstatus species), then further mitigation or coordination with the California Department of Fish and Wildlife (CDFW) is not required.

If any sign(s) of a bumble bee nest is observed, and if the species present cannot be established as a common bumble bee, then construction shall not commence until either (1) the bumble bees present are positively identified as common (i.e., not a special-status species), or (2) the completion of coordination with CDFW to identify appropriate mitigation measures, which may include, but not be limited to, waiting until the colony active season ends, Attachment 7 Exhibit A
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23 establishment of nest buffers, or obtaining an Incidental Take Permit (ITP) from CDFW.

If Crotch’s bumble bees are located, and, after coordination with CDFW, take of Crotch’s bumble bees cannot be avoided, the Project applicant shall obtain an ITP from CDFW, and the applicant shall implement all conditions identified in the ITP.

Consistent with Fish and Game Code Section 2081, mitigation required by any ITP obtained from CDFW shall minimize and fully mitigate any impacts of the authorized take, be roughly proportional in extent to the impact of the take, be capable of successful implementation, and, where various alternative measures are available, maintain the applicant's objectives to the greatest extent possible. Specific required permit conditions may include, but are not limited to, the Project applicant’s qualified biologist translocating nesting substrate in accordance with the latest scientific research to another suitable location (i.e., a location that supports similar or better floral resources as the impact area), enhancing floral resources on areas of the site that will remain appropriate habitat, worker awareness training, and/or other measures specified by CDFW.
• Biological Resources Mitigation Measure 2
Prior to the commencement of construction activities, a qualified biologist shall conduct a bat habitat assessment of all potential roosting habitat features, including trees and structures within the proposed impact footprint within the project vicinity. The habitat assessment shall identify all potentially suitable roosting habitat and may be conducted up to one year prior to the start of construction. The results of the assessment shall be submitted to the City of Lincoln Community Development Department.
• If potential roosting habitat is identified (cavities in trees or potential roosts within structures) within the areas proposed for impact, the biologist shall survey the potential roosting habitat during the active season (generally April through October or from January through March on days with temperatures in excess of 50 degrees Fahrenheit) to determine the presence of roosting bats. The surveys are recommended to be conducted utilizing methods that are considered acceptable by bat experts after consultation with CDFW.

Attachment 7 Exhibit A
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24 • Additionally, it is recommended that all other tree removal shall be conducted from January through March on days with temperatures in excess of 50 degrees Fahrenheit to avoid potential impacts to foliageroosting bat species. • If roosting bats are identified within any structures planned for removal, a bat exclusion plan shall be prepared by a qualified bat biologist describing the methods to be used to humanely exclude bats prior to disturbance. The plan shall be approved by the City of Lincoln Community Development Department after consultation with CDFW and shall be implemented prior to the start of construction. • The requirements for the bat expert and City to consult with CDFW prior to approving survey methods and a bat exclusion plan shall be satisfied either where CDFW responds to requests for consultation within 30 days of the requests or where the bat expert and City have attempted to consult with CDFW but CDFW has failed to respond to the request within 30 days of the placement of the request.

Village 5 Background
The Village 5 EIR determined that project compliance with General Plan policies and implementation of the identified mitigation measures would reduce all impacts to biological resources, including aquatic resources, special-status plant species, special-status wildlife species, riparian habitat or other sensitive natural communities, heritage oak trees, and cumulative impacts to biological resources, to less-thansignificant levels. The Village 5 EIR determined that no impact would occur related to conflicting with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state HCP, as the PCCP was not yet adopted; however, the Village 5 EIR discussed that the Village 5 Specific Plan was designed to fully comply with the PCCP by preserving a majority of both the Auburn and Markham Ravines in their natural, undeveloped states, in perpetuity via one or more conservation easements. Additionally, the Village 5 EIR determined that the Village 5 Specific Plan would fully comply with the conservation and mitigation strategies and ratios in the PCCP.

Further, the mitigation measures set forth in the Village 5 EIR related to biological resources include the option to comply with all requirements of the PCCP, including compliance with the PCCP conditions on covered activities and avoidance and minimization measures, should the PCCP be adopted and approved. As discussed above, since the Village 5 EIR was certified, the City has adopted an ordinance implementing the PCCP.

Village 5 Impact Discussion
The proposed project would include an amendment to the Village 5 Specific Plan and General Development Plan. The amendments would incorporate new land use designations, including an increase in the total unit count within the Village 5 portion of the project site by 23 units. However, the area of disturbance associated with the future buildout of the Village 5 project would not differ from the overall Village 5 Specific Plan area analyzed in the Village 5 EIR. As such, with implementation of the mitigation measures set forth in the Village 5 EIR, the proposed project would not be expected to result in any new or substantially more severe significant impacts related to biological resources relative to what has been previously analyzed for the project site in the Village 5 EIR.

Similar to the Village 7 discussion above, the mitigation measures set forth in the Village 5 EIR for specialstatus plant species would be sufficient to ensure impacts to any plant species newly identified in the BRA would not occur. Similarly, the mitigation measures set forth in the Village 5 EIR related to specialAttachment 7 Exhibit A 941
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25 status and nesting bird and raptor species would be sufficient to ensure new significant impacts would not occur related to any additional bird and raptor species identified in the BRA.

The Village 5 EIR addressed special-status bat species, but did not include mitigation. Crotch’s bumble bee was not addressed previously and mitigation for the species was not included in the Village 5 EIR.

Thus, implementation of new project-specific mitigation related to such would be required to ensure no new impacts would occur.

Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents
The following mitigation measures from the Village 5 EIR would still apply to the proposed project:
• Mitigation Measure 3.4-1, related to federally protected wetlands; • Mitigation Measure 3.4-2, related to special-status species; • Mitigation Measure 3.4-3, related to vernal pool habitat and vernal pool crustaceans or amphibians;
• Mitigation Measure 3.4-4, related to rare plant populations; • Mitigation Measure 3.4-5, related to western pond turtle; • Mitigation Measure 3.4-6, related to nesting birds;
• Mitigation Measure 3.4-7, related to valley elderberry longhorn beetle; • Mitigation Measure 3.4-8, related to Central Valley Steelhead and Chinook salmon; • Mitigation Measure 3.4-11, related to approved local, regional, or State policies or ordinances protecting biological resources;
• Mitigation Measure 3.4-13, related to cumulative effects on federally protected wetlands; • Mitigation Measure 3.4-14, related to cumulative impacts to vernal pool habitat and vernal pool crustaceans or amphibians;
• Mitigation Measure 3.4-15, related to cumulative impacts to rare plant populations; • Mitigation Measure 3.4-16, related to cumulative impacts to western pond turtle; • Mitigation Measure 3.4-17, related to cumulative impacts to nesting birds; • Mitigation Measure 3.4-18, related to cumulative impacts to valley elderberry longhorn beetle;
• Mitigation Measure 3.4-19, related to cumulative impacts to Central Velley steelhead and Chinook Salmon; and
• Mitigation Measure 3.4-20, related to cumulative impacts to riparian habitat or other sensitive natural communities
Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
Implementation of the following mitigation measures would ensure that any potential impacts related to Crotch’s bumble bee and special-status bat species would be reduced to a less-thanAttachment 7 Exhibit A 942
Village 7B Amendment Project
Addendum
26 significant level. The mitigation measures will be included as project conditions. The project applicant has agreed in advance to accept all such mitigation measures. • Biological Resources Mitigation Measure 1
The provisions contained herein only apply if Crotch’s bumble bee remains a candidate species or is listed under CESA at the commencement of construction. Following CDFW’s status report on Crotch’s bumble bee, if the California Fish and Game Commission finds that the petitioned action is not warranted, the provisions contained herein shall not be required.

Initial ground-disturbing activities associated with development of any future Tentative Map (e.g., grading, vegetation removal, staging) should take place between September 1 and March 31 (i.e., outside the colony active period) to avoid potential impacts on special-status bumble bees. If initial grounddisturbing activities does not occur between September 1 and March 31, then at a maximum of 14 days prior to the commencement of construction activities, a qualified biologist shall conduct a preconstruction survey for Crotch’s bumble bees in the area(s) proposed for impact.

The survey shall occur during the period from one hour after sunrise to two hours before sunset, with temperatures between 65 degrees Fahrenheit and 90 degrees Fahrenheit, with low wind and zero rain. If the timing of the start of construction makes the survey infeasible due to the temperature requirements, the surveying biologist shall select the most appropriate days based on the National Weather Service seven-day forecast and shall survey at a time of day that is closest to the temperature range stated above. The survey duration shall be commensurate with the physical extent of suitable floral resources (which represent foraging habitat) present within the area proposed for impact, and the level of effort shall be based on the metric of a minimum of one personhour of searching per three acres of suitable floral resources/foraging habitat.

A meandering pedestrian survey shall be conducted throughout the area proposed for impact in order to identify patches of suitable floral resources.

Suitable floral resources for Crotch’s bumble bee include species in the following families: Apocynaceae, Asteraceae, Boraginaceae, Fabaceae, and Lamiaceae. Suitable floral resources for western bumble bee include species in the following families: Asteraceae, Fabaceae, Rhamnaceae, and Rosaceae, as well as plants in the genera Eriogonum and Penstemon.

At a minimum, preconstruction survey methods shall include the following:
• Search areas with floral resources for foraging bumble bees. Observed foraging activity may indicate a nest is nearby, and therefore, the survey duration shall be increased when foraging bumble bees are present; • If Crotch’s bumble bees are observed, watch any Crotch’s bumble bees present and observe their flight patterns. Attempt to track their movements between foraging areas and the nest;
• Visually look for nest entrances. Observe burrows, any other underground cavities, logs, or other possible nesting habitat; Attachment 7 Exhibit A
943
Village 7B Amendment Project
Addendum
27 • If floral resources or other vegetation preclude observance of the nest, small areas of vegetation may be removed via hand removal, line trimming, or mowing to a height of a minimum of four inches to assist with locating the nest;
• Look for concentrated Crotch’s bumble bee activity;
• Listen for the humming of a nest colony; and
• If bumble bees are observed, attempt to photograph the individual and identify it to species.

If any sign(s) of a bumble bee nest is observed, and if the species present cannot be established as a common bumble bee, then construction shall not commence until either (1) the bumble bees present are positively identified as common (i.e., not a special-status species), or (2) the completion of coordination with CDFW to identify appropriate mitigation measures, which may include, but not be limited to, waiting until the colony active season ends, establishment of nest buffers, or obtaining an Incidental Take Permit (ITP) from CDFW.

Attachment 7 Exhibit A
944
Village 7B Amendment Project
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28 • Biological Resources Mitigation Measure 2
Prior to the commencement of construction activities, a qualified biologist shall conduct a bat habitat assessment of all potential roosting habitat features, including trees and structures within the proposed impact footprint within the project vicinity. The habitat assessment shall identify all potentially suitable roosting habitat and may be conducted up to one year prior to the start of construction. The results of the assessment shall be submitted to the City of Lincoln Community Development Department.
• If potential roosting habitat is identified (cavities in trees or potential roosts within structures) within the areas proposed for impact, the biologist shall survey the potential roosting habitat during the active season (generally April through October or from January through March on days with temperatures in excess of 50 degrees Fahrenheit) to determine the presence of roosting bats. The surveys are recommended to be conducted utilizing methods that are considered acceptable by bat experts after consultation with CDFW.

Methods may include evening emergence surveys, acoustic surveys, inspecting potential roosting habitat with fiberoptic cameras, or a combination thereof.
• If roosting bats are identified within any of the trees planned for removal, or if presence is assumed, the trees shall be removed outside of pup season, only on days with temperatures in excess of 50 degrees Fahrenheit. Pup season is generally during the months of May through August. Two-step tree removal shall be utilized under the supervision of the qualified biologist. Two-step tree removal involves removal of all branches of the tree that do not provide roosting habitat on the first day, and then the next day cutting down the remaining portion of the tree.
• Additionally, it is recommended that all other tree removal shall be conducted from January through March on days with temperatures in excess of 50 degrees Fahrenheit to avoid potential impacts to foliageroosting bat species. • If roosting bats are identified within any structures planned for removal, a bat exclusion plan shall be prepared by a qualified bat biologist describing the methods to be used to humanely exclude bats prior to disturbance. The plan shall be approved by the City of Lincoln Community Development Department after consultation with CDFW and shall be implemented prior to the start of construction. • The requirements for the bat expert and City to consult with CDFW prior to approving survey methods and a bat exclusion plan shall be satisfied either where CDFW responds to requests for consultation within 30 days of the requests or where the bat expert and City have attempted to consult with CDFW but CDFW has failed to respond to the request within 30 days of the placement of the request.

Attachment 7 Exhibit A
945
Village 7B Amendment Project
Addendum
29 Cultural and Tribal Cultural Resources
Village 7 Background
Potential impacts related to cultural resources (historic, archaeological, and paleontological resources) were analyzed within an Initial Study (IS) included as an appendix to the Village 7 EIR. Potential impacts on historic resources were determined to be reduced to a less-than-significant level through implementation of Mitigation Measure 2 set forth in the IS. Potential impacts on archaeological resources or human remains were determined to be reduced to a less-than-significant level through implementation of Mitigation Measure 3 set forth in the IS. Potential impacts on unique paleontological resources on or near the project site were determined to be reduced to a less-than-significant level through implementation of Mitigation Measure 4 set forth in the IS.

With regard to tribal cultural resources (TCRs), the City of Lincoln 2050 General Plan puts forth Policy OSC-6.7, which requires that, in the event that archaeological/paleontological resources are discovered during ground-disturbing activities, the City shall require all construction work to stop within a 100-foot area surrounding the find until the significance of the features can be determined by a qualified professional. In addition, Policy OSC-6.9 requires that the City discuss concerns regarding potential impacts to cultural resources and identify locations of importance to Native Americans by consulting with American Indian tribes, including appointed representatives from UAIC. Senate Bill (SB) 18 consultation was conducted prior to adoption of the 2010 Specific Plan. SB 18 requires local governments to consult with California Native American tribes regarding projects that involve amendments to general plans or specific plans.

Mitigation Measure 3 set forth in the IS was revised as part of the 2023 Addendum to better reflect current practice, including recognizing the role of the tribes that are traditionally and culturally affiliated with the project site and vicinity in determining the presence and significance of TCRs, and appropriate methods to treat such resources if they are present. The revisions included refinements to the mitigation measures included in the original Village 7 EIR and did not alter the nature or significance of the impacts identified in the original Village 7 EIR, as amended.

As discussed in the Village 7 EIR, the Village 7 project would be required to comply with a Programmatic Agreement among the Army Corps of Engineers, the California State Historic Preservation Officer, and the Advisory Council on Historic Preservation. Accordingly, the Village 7 EIR, as amended concluded that impacts to prehistoric and historic resources associated with the approved project were less than significant. Construction activities associated with the approved Village 7 project, particularly grading and excavation, could result in damage to previously unknown subsurface cultural resources. Impacts related to such activities were reduced with implementation of Mitigation Measures 2 through 4 from the Village 7 EIR, as amended.

Village 7 Impact Discussion
A Cultural Resources Inventory and Evaluation Report (Cultural Report) was prepared for the project site by ECORP Consulting, Inc., which included a records search and survey of the project site to identify any potentially eligible cultural resources that could be affected by the proposed project. According to the Cultural Report, the records search and field survey yielded one previously-recorded historic-era ranch complex (P-31-3634, 1700 Moore Road/Scheiber Ranch/Boyden Ranch), one previously-recorded road (SR-01 Moore Road) and no pre-contact resources within the project site. One historic-era ranch complex, 2300 Moore Road, was identified in the southwestern portion of the project site through maps and aerial photographs from 1975, but was demolished and removed by the early 2000s; the field survey did not identify any extant remains or associated cultural materials. A historic-era road, SacramentoAttachment 7 Exhibit A 946
Village 7B Amendment Project
Addendum
30 Virgina Road, through the northern portion of the project site was identified from the 1855 plat map, but the field survey did not reveal any extant remains or associated cultural materials.

An evaluation of Resource P-31-3634, 1700 Moore Road/Scheiber Ranch/Boyden Ranch conducted in 1989 using National Register of Historic Places (NRHP) eligibility criteria found the resource ineligible for listing. Based on an evaluation conducted as part of the Cultural Report using California Register of Historic Resources (CRHR) eligibility criteria, Resource P-31-3634, 1700 Moore Road/Scheiber Ranch/Boyden Ranch, appears eligible under Criterion 1 for its contributions to dairy farming in the vicinity of Lincoln. However, the resource does not retain sufficient integrity to convey the significance.

In addition, SR-01, Moore Road was evaluated using NRHP and CRHR eligibility criteria and was determined not eligible, as the road was determined to not have made a significant contribution to the broad pattern of history under Criterion A/1; construction crew members involved with past improvements of the road do not represent the lives of significant persons under Criterion B/2; the road does not embody any distinctive characteristics under Criterion C/3; and the potential for the resource to provide additional information that is not already represented in the archival record does not exist under Criterion D/4.

Therefore, according to the Cultural Report, no known Historic Properties under Section 106 of the NHPA or Historical Resources under CEQA would be affected by the proposed project and, thus, Mitigation Measure 2 would not be applicable to the proposed project.

The overall disturbance area associated with the proposed project would be the same as what was previously anticipated for the site. As such, the proposed project would result in a similar potential for unearthing previously undiscovered subsurface cultural resources and, thus, the proposed project would be required to implement Mitigation Measures 3 and 4 from the Village 7 EIR, as amended.

Since the Village 7 EIR was certified, the State has enacted a second tribal consultation law - Assembly Bill 52 (AB) 52. Under AB 52, anytime a Negative Declaration or Environmental Impact Report is prepared, the lead agency must notify any tribe (that has requested such notification) and enter consultation if requested by the tribe(s). Due to the minor changes to the project, as presented throughout this Addendum, subsequent environmental documentation is not needed and, thus, AB 52 does not apply to the proposed project. However, SB 18 is still applicable and, in compliance with SB 18, in September 2025, the City of Lincoln notified the following five tribes of the proposed amendments to the Village 7 Specific Plan and General Development Plan and the Village 5 Specific Plan and General Development Plan: The United Auburn Indian Community (UAIC), Colfax-Todds Valley Consolidated Tribe, Nevada City Rancheria Nisenan Tribe, Tsi Akim Maidu, and Wilton Rancheria. Of the foregoing tribes, only the UAIC requested consultation. The UAIC responded with a request to conduct a formal consultation with the City for any grading occurring within the project site due to poor visibility of the ground surface during surveying conducted by UAIC and the proximity of Auburn Ravine, which is known to have many cultural sites and direct historical ties to UAIC. As such, a new project-specific mitigation measure has been added to ensure that the UAIC’s request is incorporated. Implementation of the mitigation measure, in addition to the applicable measures from the Village 7 EIR, would ensure that potential impacts to tribal cultural resources within the Village 7 portion of the site would be less than significant.

Based on the above, the proposed project would not result in any changes, new circumstances, or new information that would involve new significant impacts or substantially more severe significant impacts related to cultural and tribal cultural resources from what has been anticipated for the project site in the Village 7 EIR, as amended. Implementation of the mitigation measures in the Village 7 EIR as previously amended would continue to ensure impacts would be less than significant.

Mitigation Measure(s)
Mitigation Measures from Previous CEQA Documents
Attachment 7 Exhibit A
947
Village 7B Amendment Project
Addendum
31 The following mitigation measures from the Village 7 EIR would still apply to the proposed project:
• Cultural Resources Mitigation Measure 3 (as amended by Specific Plan EIR Addendum 3, 2023), related to tribal consultation; and
• Cultural Resources Mitigation Measure 4, related to unique paleontological resources.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
Implementation of the following mitigation measure would ensure that any potential impacts related to tribal cultural resources would be reduced to a less-than-significant level. The mitigation measures will be included as project conditions. The project applicant has agreed in advance to accept all such mitigation measures.
• Tribal Cultural Resources Mitigation Measure 1:

The following language shall be noted on any project Improvement Plans involving the Village 7B project site, subject to review and approval by the City of Lincoln Community Development Department:

The project proponent or their construction contractor shall comply with the following measure to assist with identification of TCRs at the earliest possible time during project-related earthmoving activities associated with the Village 7B project site:
o Native American Tribes are experts in their Tribal Cultural Resources (TCRs) who have the statutory authority and expertise to identify sites or objects of cultural value to their Tribe and to recommend appropriate treatment and final disposition of such sites or objects. o The project proponent shall contact the UAIC at least two weeks prior to project ground-disturbing activities to retain the services of a Tribal Monitor(s). The duration of the construction schedule and Tribal Monitoring shall be determined at this time.
o A contracted Tribal Monitor(s) shall monitor the vegetation grubbing, stripping, grading, trenching, and other ground-disturbing activities on Assessor’s Parcel Number (APN) 021-350-046 within the Village 7B project site. All ground-disturbing activities in this area shall be subject to Tribal Monitoring unless otherwise determined unnecessary by the UAIC. Spot checking shall be permitted on the following APNs: 021- 263-006, 021-263-014, 021-263-022, 021-263-023, 021-350-006, 021- 350-023, 021-350-027, 021-350-038, 021-350-039, and 021-350-040. o Tribal Monitors or Tribal Representatives shall have the authority to direct that work be temporarily paused, diverted, or slowed within 100 feet of the immediate impact area if sites or objects of potential significance are identified. The temporary pause/diversion shall be of an adequate duration for the Tribal Representative to examine the resource.

Attachment 7 Exhibit A
948
Village 7B Amendment Project
Addendum
32 o Appropriate treatment of TCRs may include but is not limited to:

A. Recordation of the resource(s)
B. Avoidance and preservation of the resource(s)
C. Reburial of the resource(s) onsite in a designated area subject to no future disturbance. The location of the reburial shall be acceptable to the UAIC.
o To track the implementation of this measure, the Tribal Monitor(s) shall document field-monitoring activities on a Tribal Monitor log. o The Tribal Monitor(s) shall wear the appropriate safety equipment while on the construction site.
o The Tribal Monitor(s), in consultation with the UAIC THPO and the City, shall determine an end or reduction to the on-site monitoring if/when construction activities have a low potential for impacting Tribal Cultural Resources.
o In the event the Tribal Monitor(s) does not report to the job site at the scheduled time after receiving proper notice, construction activities may proceed without tribal monitoring. At no time, regardless of the presence or absence of a tribal monitor, shall suspected TCRs be mishandled or disrespected.
o The City shall assist with resolution of disagreements between the project proponent/contractor and the Tribe if such occurs on the project. • Tribal Cultural Resources Mitigation Measure 2:

The following mitigation measure is intended to address the identification and treatment of unanticipated discoveries of potential tribal cultural resources (TCRs) or resources of cultural significance to UAIC during ground disturbing activities.
o If any suspected TCRs or resources of cultural significance to UAIC, including but not limited to features, anthropogenic/cultural soils, cultural belongings or objects (artifacts), shell, bone, shaped stones or bone, or ash/charcoal deposits are discovered by any person during construction activities including ground disturbing activities, all work shall pause immediately within 100 feet of the find, or an agreed upon distance based on the project area and nature of the find. Work shall cease in and within the immediate vicinity of the find regardless of whether the construction is being actively monitored by a Tribal Monitor, cultural resources specialist, or professional archaeologist.
o A Tribal Representative and the City of Lincoln shall be immediately notified, and the Tribal Representative in coordination with the City of Lincoln shall determine if the find is a TCR (PRC §21074) and the Tribal Representative shall make recommendations for further evaluation and treatment as necessary.
o Treatment and Documentation:

A. The culturally affiliated Tribe shall consult with the City of Lincoln to (1) identify the boundaries of the new TCR and (2) if feasible, identify appropriate preservation in place and avoidance measures, including redesign or adjustments to the existing construction process, and long-term
Attachment 7 Exhibit A
949
Village 7B Amendment Project
Addendum
33 management, or 3) if avoidance is infeasible, a reburial location in proximity of the find where no future disturbance is anticipated. Permanent curation of TCRs will not take place unless approved in writing by the culturally affiliated Tribe.

B. The construction contractor(s) shall provide secure, on-site storage for culturally sensitive soils or objects that are components of TCRs that are found or recovered during
construction. Only Tribal Representatives shall have access to the storage. Storage size shall be determined by the nature of the TCR and can range from a small lock box to a conex box (shipping container). A secure (locked), fenced area can also provide adequate on-site storage if larger amounts of material must be stored.

C. The construction contractor(s) and City of Lincoln shall facilitate the respectful reburial of the culturally sensitive soils or objects. This includes providing a reburial location that is consistent with the Tribe’s preferences, excavation of the reburial location, and assisting with the reburial, upon request.

D. Any discoveries shall be documented on a Department of Parks and Recreation (DPR) 523 form within 2 weeks of the discovery and submitted to the appropriate CHRIS center in a timely manner.

E. Work at the TCR discovery location shall not resume until authorization is granted by the City of Lincoln in coordination with the culturally affiliated Tribe.

F. If articulated or disarticulated human remains, or human remains in any state of decomposition or skeletal
completeness are discovered during construction activities, the Placer County Coroner and the culturally affiliated Tribe shall be contacted immediately. Upon determination by the County Coroner that the find is Native American in origin, the Native American Heritage Commission will assign the Most Likely Descendent who will work with the project
proponent to define appropriate treatment and disposition of the burials.

Village 5 Background
Previous analysis associated with the Village 5 EIR determined that the project site area contains buildings that could be eligible for listing in the California or National Registers, and that buildout of Village 5 could, therefore, result in potentially significant impacts related to historical architectural, archaeological, and paleontological resources. Mitigation Measures 3.6-1, 3.6-2, 3.6-3, 3.6-5, 3.6-6, and

3.6-7, which would require a cultural resources investigation to be prepared with project-level development plans and training for construction personnel involved with earth-moving activities, among other requirements, would reduce impacts to historical architectural, archaeological, and paleontological resources to less-than-significant levels. However, impacts to historical architectural resources and cumulative impacts to historical architectural resources were determined to remain significant and unavoidable due to the uncertainty of future development plans for the area and the fact that the eligibility of potentially affected resources was unknown at the time of the Village 5 EIR. In addition, the Village 5 Attachment 7 Exhibit A
950
Village 7B Amendment Project
Addendum
34 EIR determined that impacts related to resulting in damage to previously unidentified human remains would be potentially significant. Implementation of Mitigation Measure 3.6-4, which would require training of construction personnel involved with earth-moving activities and implementation of protection measures if human remains are discovered would reduce the impact to a less-than-significant level.

Village 5 Impact Discussion
The historic era structures or resources identified in and evaluated by the Cultural Report, which included an evaluation of the Village 5 portion of the project site, are not located within the project site. The preparation of the Cultural Report satisfies Mitigation Measures 3.6-1, 3.6-2, 3.6-5, and 3.6-6; thus, such measures are no longer applicable to the proposed project.

As mentioned above, as part of the SB 18 consultation process, UAIC has requested tribal monitoring for any grading occurring within the Village 7B project site. The requested consultation for the project site is discussed in detail in the Village 7 Impact Discussion section above.

Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents
The following mitigation measures from the Village 5 EIR would still apply to the proposed project:
• Mitigation Measure 3.6-3, related to paleontological resources; • Mitigation Measure 3.6-4, related to previously unidentified human remains; • Mitigation Measure 3.6-7, related to cumulative impacts on paleontological resources; and • Mitigation Measure 3.6-8, related to cumulative impacts on human remains.

Modified Mitigation Measures
None required.

Attachment 7 Exhibit A
951
Village 7B Amendment Project
Addendum
35 The following language shall be noted on any project Improvement Plans involving the Village 7B project site, subject to review and approval by the City of Lincoln Community Development Department:

Attachment 7 Exhibit A
952
Village 7B Amendment Project
Addendum
36 o The City shall assist with resolution of disagreements between the project proponent/contractor and the Tribe if such occurs on the project. • Tribal Cultural Resources Mitigation Measure 2:

A. The culturally affiliated Tribe shall consult with the City of Lincoln to (1) identify the boundaries of the new TCR and (2) if feasible, identify appropriate preservation in place and avoidance measures, including redesign or adjustments to the existing construction process, and long-term
management, or 3) if avoidance is infeasible, a reburial location in proximity of the find where no future disturbance is anticipated. Permanent curation of TCRs will not take place unless approved in writing by the culturally affiliated Tribe.

C. The construction contractor(s) and City of Lincoln shall facilitate the respectful reburial of the culturally sensitive soils or objects. This includes providing a reburial location that is consistent with the Tribe’s preferences, excavation of Attachment 7 Exhibit A
953
Village 7B Amendment Project
Addendum
37 the reburial location, and assisting with the reburial, upon request.

D. Any discoveries shall be documented on a Department of Parks and Recreation (DPR) 523 form within 2 weeks of the discovery and submitted to the appropriate CHRIS center in a timely manner.

E. Work at the TCR discovery location shall not resume until authorization is granted by the City of Lincoln in coordination with the culturally affiliated Tribe.

Greenhouse Gas Emissions
Village 7 Background
A discussion of GHG emissions was included as part of the Climate Change section of the Village 7 EIR, as amended. The Village 7 EIR determined that build-out of the Specific Plan area would cause a significant increase in GHG emissions relative to existing conditions and the resulting impacts would be significant and unavoidable. Consequently, a Statement of Overriding Conditions was adopted by the City. The City of Lincoln General Plan includes policies that would indirectly result in the reduction in vehicle miles traveled (VMT) within the City, a major source of GHG emissions. In addition, the 2008 General Plan EIR implemented additional policies such as the Energy Efficient Buildings Policy, Alternative Fuels Vehicle Parking Policy, Passive and Active Solar Devices Policy, and Energy Efficient Master Planning Policy. However, the Village 7 EIR concluded that GHG impacts would remain significant and unavoidable even with implementation of General Plan policies and mitigation measures identified in the Village 7 EIR, as amended.

Village 5 Background
A discussion of GHG emissions was included as part of the Climate Change section of the Village 5 EIR.

The Village 5 EIR determined that construction and operation of the proposed Specific Plan project would result in a cumulatively considerable increase in GHG emissions that could conflict with an applicable plan, policy or regulation of an appropriate regulatory agency adopted for the purpose of reducing GHG emissions and the resulting impacts would be significant and unavoidable even with implementation of the mitigation measures identified in the Village 5 EIR. Consequently, a Statement of Overriding Considerations was adopted by the City.

Impact Discussion
On October 13, 2016, the PCAPCD adopted GHG emissions thresholds for construction and operations in concert with the criteria pollutant threshold update. For project construction, the PCAPCD established a threshold of 10,000 metric tons of carbon dioxide equivalents per year (MTCO2e/yr). Should Attachment 7 Exhibit A
954
Village 7B Amendment Project
Addendum
38 construction of a proposed project emit GHG emissions in excess of 10,000 MTCO2e/yr, the project would be considered to have a cumulatively considerable contribution to global climate change.

The PCAPCD’s operational thresholds begin with a screening emission level of 1,100 MTCO2e/yr. Any project below the 1,100 MT CO2e/yr threshold is judged by the PCAPCD as having a less-than-significant impact on GHG emissions within the PCAPCD and, thus, would not conflict with any State or regional GHG emissions reduction goals. Projects that would result in emissions above the 1,100 MT CO2e/yr threshold would not necessarily result in substantial impacts, if certain efficiency thresholds are met. The efficiency thresholds, which are based on service populations and square footage, are presented in Table

6. Table 6
PCAPCD Operational GHG Efficiency Thresholds of Significance Residential (MTCO2e/capita) Non-Residential (MTCO2e/1,000 sf) Urban Rural Urban Rural

4.5 5.5 26.5 27.3
Source: Placer County Air Pollution Control District. CEQA Handbook. 2017.

The PCAPCD further advises that regardless of emissions efficiency, should a project result in operational emissions in excess of 10,000 MTCO2e/yr, the project would be considered to have a cumulatively considerable contribution to global climate change.

As previously discussed, the PCAPCD’s thresholds are applied as the thresholds for which a substantial increase in the severity of the previously identified significant effects would occur. Accordingly, the GHG emissions associated with the Approved Conditions Scenario and the Proposed Project Scenario are compared, and the net change in GHG emissions associated with the proposed modifications is evaluated against the PCAPCD thresholds of significance. GHG emissions have been estimated for both the Approved Conditions Scenario and Proposed Project Scenario using CalEEMod under the same assumptions as presented in the Air Quality section of this Addendum. Given that impacts related to emissions of GHG are inherently considered cumulative, as emissions from each individual development project contribute to global climate change, the proposed modifications to both Village 5 and Village 7 Specific Plans were modeled together. All CalEEMod results are included as Appendix A of this Addendum. The results of the emissions analysis for construction and operational GHG emissions are discussed separately below.

Table 7 below presents the estimated unmitigated maximum construction-related GHG emissions under the Approved Conditions Scenario and the Proposed Project Scenario. As shown in the table, construction of the Proposed Project Scenario would result in a net increase in GHG emissions as compared to construction of the Approved Conditions Scenario. The net increase in GHG emissions related to construction of the Proposed Project Scenario would be well below the PCAPCD’s bright-line threshold of 10,000 MTCO2e/yr. Therefore, project construction would not result in a substantial increase in the severity of the previously identified significant effects associated with GHG emissions and global climate change.

Table 7
Unmitigated Annual Construction GHG Emissions
Maximum GHG Emissions (MTCO2e/yr)
Approved Conditions Scenario 876.92
Proposed Project Scenario 1,807.45
Net Change +930.53
PCAPCD Significance Threshold 10,000.00
Net Change Exceeds Threshold? NO
Source: CalEEMod, March 2026 (see Appendix A).

Attachment 7 Exhibit A
955
Village 7B Amendment Project
Addendum
39 Table 8 presents the estimated operational GHG emissions at full buildout for the Approved Conditions Scenario and the Proposed Project Scenario.

Attachment 7 Exhibit A
956
Village 7B Amendment Project
Addendum
40 Table 8
Unmitigated Operational GHG Emissions
Emission Source
GHG Emissions (MTCO2e/yr)
Approved
Conditions
Scenario
Proposed
Project
Scenario Net Change
Mobile 8,584.90 13,966.9 +5,382.0
Area 383.44 277.54 -105.9
Energy 1,203.54 1,893.32 +689.78
Water 53.68 53.68 +0.00
Waste 118.46 283.23 +164.77
Refrigerants 1.08 1.67 +0.59

TOTAL ANNUAL GHG
EMISSIONS 10,345.10 16,476.3 +6,131.2
PCAPCD Screening Level
Threshold 1,100.00
Net Change Exceeds
Threshold? YES
Note: Rounding may result in slight differences in summation.

Source: CalEEMod, March 2026 (see Appendix A).

As shown in the table, operations of the Proposed Project Scenario would result in a net increase in GHG emissions as compared to the Approved Conditions Scenario. In addition, the net increase in operational GHG emissions associated with the Proposed Project Scenario would exceed the 1,100 MTCO2e/yr operational threshold of significance. Because the net change in emissions would exceed the PCAPCD’s screening level threshold, the project’s increase in emissions has been further evaluated in comparison with the efficiency thresholds, presented in Table 6. The estimated net increase in per capita emissions for the proposed project is presented below in Table 9 and compared with the applicable PCAPCD efficiency threshold.

As shown in Table 9, the proposed project’s net increase of operational GHG emissions would be below the applicable PCAPCD efficiency threshold. Therefore, operation of the proposed project would not result in a substantial increase in the severity of the previously identified significant effect associated with operational GHG emissions. For further comparison purposes, the Proposed Project Scenario would result in 5.07 MTCO2e/yr/capita,
4 a decrease in 1.74 MTCO2e/yr/capita as compared to the 6.81 MTCO2e/yr/capita5 that would be generated under the Approved Conditions Scenario.

4 1,235 dwelling units x 2.63 persons per household = 3,248 persons; 16,576.3 MTCO2e/yr / 3,248 persons = 5.07 MTCO2e/yr/capita
5 577 dwelling units x 2.63 persons per household = 1,518 persons; 10,345.10 MTCO2e/yr / 1,518 persons = 6.81 MTCO2e/yr/capita
Attachment 7 Exhibit A
957
Village 7B Amendment Project
Addendum
41 Table 9
Unmitigated Project Operational GHG Emissions Per Capita Project Emissions
(MTCO2e/yr/capita)
PCAPCD Efficiency Threshold for Urban
Residential Projects
(MTCO2e/yr/capita)

3.54 4.5
Notes: The estimated net increase in population is 1,731 persons (658 dwelling units x 2.63 persons per household).

Sources:
• CalEEMod, March 2026 (see Appendix A).
• U.S. Census Bureau. Quickfacts Lincoln City, California. Available at:
https://www.census.gov/quickfacts/fact/table/lincolncitycalifornia/PST045225 Accessed March 2026.

Given the above, the proposed project would not result in any new significant impacts or a substantial increase in the severity of a previously identified significant impact related to GHG emissions and global climate change. Nonetheless, applicable mitigation measures from the Village 7 EIR and Village 5 EIR related to GHG emissions would still apply to the proposed project.

Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents
The following Mitigation Measure from the Village 7 EIR would still apply to the proposed project:
• Mitigation Measure 4.11-1(A), related to cumulative contributions to global climate change.

The following Mitigation Measure from the Village 5 EIR would still apply to the proposed project:
• Mitigation Measure 3.5-1, related to cumulative increases in GHG emissions.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Transportation
Village 7 Background
The Village 7 EIR performed a level of service (LOS) analysis for several roadway segments and intersections within the project vicinity. The conclusions of the Village 7 EIR related to transportation impacts and mitigation measures are presented below in Table 10.

Village 7 Impact Discussion
Since the release of the Village 7 EIR, the law has changed with respect to how transportation-related impacts may be addressed under CEQA. Traditionally, lead agencies used LOS to assess the significance of such impacts, with greater levels of congestion considered to be more significant than lesser levels. LOS represents a qualitative description of the traffic operations experienced by the driver Attachment 7 Exhibit A
958
Village 7B Amendment Project
Addendum
42 along a roadway segment or at an intersection and ranges from LOS A, which represents the absence of congestion and little delay, to LOS F, which signifies excessive congestion and delays. Mitigation measures typically took the form of capacity-increasing improvements, which often had their own environmental impacts (e.g., to biological resources). Depending on circumstances, and an agency’s tolerance for congestion (e.g., as reflected in its general plan), LOS D, E, or F often represented significant environmental effects. In 2013, the Legislature passed legislation with the intention of ultimately removing LOS in most instances as a basis for environmental analysis under CEQA. However, pursuant to the conclusions of Olen Properties Corp. v. City of Newport Beach (2023) (93 Cal.App.5th 270), when evaluating a project’s consistency with a previously certified EIR, a document “may properly analyze traffic impacts under the old LOS methodology, and need not employ the newly mandated VMT methodology, when the previously certified EIR used the LOS methodology.”6 Therefore, the following discussion addresses impacts related to LOS, as opposed to VMT.

Fehr and Peers prepared a Consistency Review Memorandum (Consistency Memo) for the proposed project to address project-specific impacts related to transportation (see Appendix C). The following discussion is based on the results of the Consistency Memo, which evaluated whether the proposed land use changes associated with the proposed project would cause new or more severe significant transportation impacts within the Village 7 portion of the project site.

Several roadway improvements identified in the Village 7 EIR have been constructed since preparation of the Village 7 EIR, including the SR 65 Bypass and the extension of Ferrari Ranch Road to Moore Road. The Consistency Memo determined that the proposed project would generate an additional 3,783 daily trips, 299 AM peak hour trips, and 334 PM peak hour trips as compared to the approved Village 7 Specific Plan. Table 10 presents a summary of the results of the Consistency Memo, specifically whether the proposed project would generate a new significant impact or substantially increase the severity of any previously identified significant impacts. The degree to which changes to the environmental setting (e.g. an increase in background traffic) may cause differences in project impacts at City intersections has been addressed through the collection of new traffic counts in fall of 2025, when schools were in session.

Based on the results of the Consistency Memo, as shown in Table 10, the proposed project would not result in any new or substantially more severe significant impacts related to transportation from what was identified in the Village 7 EIR. Several impact areas identified as significant and unavoidable would remain significant and unavoidable under the proposed project. In addition, the same mitigation measures would still apply to the proposed project.

Based on the above, the proposed project would not result in any new significant impacts or a substantial increase in the severity of a previously identified significant impact related to transportation. Nonetheless, applicable mitigation measures from the Village 7 EIR related to transportation would still apply to the proposed project.

6 Miller Star Regalia. Fourth District Belatedly Publishes CEQA Opinion Upholding City of Newport Beach’s Approval of Multifamily-Housing Development Pursuant To Addendum To 2006 EIR For Larger Mixed-Use Development. Available at:
https://www.ceqadevelopments.com/2023/08/08/fourth-district-belatedly-publishes-ceqa-opinion-upholding-city-ofnewport-beachs-approval-of-multifamily-housing-development-pursuant-to-addendum-to-2006-eir-for-larger-mixed-usedevelopment/. Accessed March 2026.

Attachment 7 Exhibit A
959
Village 7B Amendment Project
Addendum
43 Table 10
Consistency Memo Summary Table
2009 DEIR Finding 2026 Assessment
Impact Impact
Significant?
Recommended
Mitigation
Level of
Significance
After Mitigation
Expected Level of Significance

4.3-1 The Proposed Project would
not worsen (to a significant level)
unacceptable operations at City of
Lincoln intersections (excluding
those in downtown on SR 65 which
are described separately) under
existing plus project conditions.

No None Less than
Significant
Less than Significant (Fall 2025 as existing setting). An updated level of service evaluation based on fall 2025
conditions was completed at ten critical City of Lincoln intersections. The analysis shows that the net increase in vehicle trips between the proposed Village 7B Amendment project and the approved Village 7 project would not
worsen an intersection in Lincoln to an unacceptable level and would not exacerbate already unacceptable
conditions to a significant degree.

4.3-2 The Proposed Project could
temporarily worsen unacceptable
operations on State Route 65 in
downtown Lincoln under existing
plus project conditions if occupancy
of the Proposed Project occurs
prior to the completion of the SR 65
Bypass.

Yes None
Short-term
Significant and
Unavoidable
Less than Significant
Construction of the SR 65 Bypass is complete.

4.3-3 The Proposed Project would
not cause operations at any
intersections in Roseville to worsen
to an unacceptable level under
existing plus project conditions.

No None Less than
Significant
Less than Significant
Added project trips would be dispersed throughout the
South Placer County roadway network. Added project
traffic to an individual City of Roseville intersection would be modest. Additionally, facilities most likely to be
adversely affected (along Fiddyment Road) have now
been upgraded with roadway widenings and new signals.

4.3-4 The Proposed Project would
not result in unacceptable levels of
service at any intersections in
Placer County under existing plus
project conditions.

No None Less than
Significant
Less than Significant
The project would add a net increase of about 60 PM peak hour trips to Fiddyment Road south of Moore Road (in
Placer County). This added volume is not sufficient to
degrade to an unacceptable level the Fiddyment
Road/Athens Avenue study intersection.

4.3-5 The Proposed Project would
worsen to an unacceptable level or
further worsen already
unacceptable operations at three
locations on SR 65 south of Lincoln
Yes Pay applicable
SPRTA Fee
Significant and
Unavoidable
Significant and Unavoidable
The Village 7B Amendment would add trips to SR 65 south of the Twelve Bridges Drive interchange. The following
summarizes the Amendment’s effects on SR 65 south of
Lincoln:

Attachment 7 Exhibit A
960
Village 7B Amendment Project
Addendum
44 under existing plus project
conditions.

1. The 2009 DEIR determined that project trips would
result in impacts to SR 65. Specifically, the SR
65/Sunset Boulevard intersection and SR 65 NB On-
Ramp from I-80 Westbound segment would degrade
from an acceptable to unacceptable LOS. This finding
would remain with the proposed Village 7B
Amendment. The 2009 DEIR determined that already
unacceptable operations at the SR 65 NB Diagonal
Off-Ramp to Galleria Boulevard would be exacerbated
to a significant degree under the Village 7 Specific
Plan. The proposed Amendment would not result in a
substantial increase in that impact because the
change in density (used to analyze freeway segments)
would be less than the 5% threshold (i.e., the
significance threshold used in the 2009 DEIR for freeway segments). The mitigation measures required for impacts to SR 65 facilities included payment of SR
65 SPRTA fees that included funding for SR 65
widening.

2. There are three study freeway segments that would
operate acceptably at LOS E with the project in the
2009 DEIR (see Table 4.3-7 of the Village 7 EIR).

These segments are SR 65 NB On-Ramp from
Galleria Boulevard, SR 65 NB Off-Ramp to Pleasant
Grove Blvd, and SR 65 SB Off-Ramp to Galleria Blvd.

The Amendment is anticipated to worsen conditions to
an unacceptable LOS F at SR 65 NB Off-Ramp to
Pleasant Grove Boulevard segment because the
volumes on the freeway would result in a V/C ratio >1
and LOS F. The Amendment would not degrade the
two other segments to LOS F. The prior mitigation
measure required related to impacts to SR 65 facilities (i.e., payment of fair share fees) would remain
applicable to the proposed project. Per SACOG’s
Metropolitan Transportation Improvement Program
(MTIP), the first phase of the SR 65 widening (from
Blue Oaks Boulevard to Galleria Boulevard) is
scheduled to begin construction in 2027. The MTIP
also includes the planned widening of SR 65 to
construct a third NB lane on SR 65 from Galleria
Boulevard to Pleasant Grove Boulevard, which would
address the above-noted segment that would worsen
Attachment 7 Exhibit A
961
Village 7B Amendment Project
Addendum
45 as a result of the Amendment (SR 65 NB Off-ramp to
Pleasant Grove Boulevard).

Thus, the DEIR overall conclusions with respect to impacts to SR 65 facilities would be unchanged (significant and unavoidable), the same mitigation measure (pay fair share SPRTA fee) would be required, and the same residual
significance after mitigation would occur as compared to the approved Village 7 EIR. As such, the proposed project would not substantially increase the severity of the
significant and unavoidable impacts identified in the
Village 7 EIR and major revisions to the Village 7 EIR are not required.

4.3-6 The Proposed Project would
add significant levels of traffic to
Moore Road between the project
site and Fiddyment Road, and to
Fiddyment Road from Moore Road
to the south City limits, which are
not constructed to current design
standards.

Yes
Pay fair cost to
upgrade Moore
Road between
Fiddyment Road
and the western
Proposed Project
boundary, and
Fiddyment Road
from Moore Road to
the south City limits
Significant and
Unavoidable
Significant and Unavoidable
No change from 2009 DEIR conclusion. For this particular impact, the significance of the impact is determined by whether the project adds trips to a roadway not
constructed to current design standards. The amount of
traffic being added plays no role in the determination of the severity of the impact. Therefore, the proposed Village 7B Amendment, which is anticipated to add 380 additional
daily trips to Moore Road east of Fiddyment Road and 320 additional daily trips on Fiddyment Road south of Moore Road, would have the same conclusion regarding the
significance of the impact (significant and unavoidable), the same mitigation measure (pay fair share), and the
same residual significance after mitigation.

4.3-7 The Proposed Project would
add significant levels of traffic to
portions of Nelson Lane, which is
not constructed to current design
standards.

Yes None Significant and
Unavoidable
Significant and Unavoidable
No change from 2009 DEIR conclusion. For this particular impact, the significance of the impact is determined by whether the project adds trips to a roadway not
constructed to current design standards. The amount of
traffic being added plays no role in the determination of the severity of the impact. Therefore, the proposed Village 7B Amendment, which is anticipated to add 450 additional
daily trips to Nelson Lane north of Moore Road, would
have the same conclusion regarding the significance of the impact (significant and unavoidable) due to lack of a
feasible mitigation measure.

4.3-8 The Proposed Project would
provide adequate facilities to No None Less than
Significant
Less than Significant
No change from 2009 DEIR conclusion.

Attachment 7 Exhibit A
962
Village 7B Amendment Project
Addendum
46 accommodate its planned transit
demand.

4.3-9 The Proposed Project would
provide adequate on-site facilities
to support walking and bicycling.

No None Less than
Significant
Less than Significant
The determination of impacts to bicycle and pedestrian
infrastructure is based on whether the proposed project would provide adequate facilities that are in-line with approved plans or policies. The project proposes the
equivalent or better bicycle and pedestrian facilities as compared to the approved Village 7 Specific Plan. No
change from 2009 DEIR conclusion.

4.3-10 The Proposed Project would
not conflict with planned
transportation improvements.

No None Less than
Significant
Less than Significant
No change from 2009 DEIR conclusion.

4.3-11 The Proposed Project would
cause temporary impacts along
Moore Road during constructionrelated activities.

Yes None feasible
Short-term
Significant and
Unavoidable
Less than Significant
Ferrari Ranch Road has been extended to Moore Road
creating a secondary access point for construction. This was explicitly mentioned as a conditional impact
consideration in the impact statement.

4.3-12 The Proposed Project would
not cause any cumulative impacts
on the City of Lincoln roadway
system.

No None Less than
Significant
Less than Significant
The DEIR concluded that all Lincoln study intersections would operate acceptably under cumulative conditions
because the General Plan considered the Village 7 project.

The City’s 2050 General Plan indicates that the study
intersections on old SR 65 (now known as Lincoln
Boulevard) are not subject to the LOS C operating
standard. Table 4.3-9 indicates that no City of Lincoln study intersections are on the cusp of degrading from
acceptable to unacceptable. Therefore, the added trips
from the Amendment is not anticipated to cause another
study intersection to operate unacceptably.

4.3-13 The Proposed Project would
worsen to an unacceptable level or
further worsen cumulatively
unacceptable operations (to a
significant degree) on roadway
segments within Placer County.

Yes
Pay fair share cost to
improve the five
Placer County
roadway segments
significantly
impacted by the
Proposed Project
Significant and
Unavoidable
Significant and Unavoidable
Table 4.3-10 shows that the DEIR project caused
significant impacts at five of the seven study segments in Placer County. The two non-impacted segments were:

1. Athens Avenue west of Industrial Avenue. The
proposed Amendment would cause this segment to
carry an additional (rounded) 60 vehicles per day, but
the LOS would remain at an acceptable LOS C.

2. Industrial Avenue south of Twelve Bridges Drive.

The project would cause this segment to carry an
additional (rounded) 140 vehicles per day, but the LOS
Attachment 7 Exhibit A
963
Village 7B Amendment Project
Addendum
47 would remain at an acceptable LOS D (given this
segment is within ½ mile of a freeway).

The severity of impacts at the five impacted Placer County roadway segments would not increase as the net effect of proposed Village 7B Amendment trips would be less than
a 0.01 V/C ratio increase (i.e., the significance threshold used in the 2009 DEIR for Placer County roadways). Thus, the added trips would not exacerbate to a substantial
degree cumulatively unacceptable conditions.

4.3-14 The Proposed Project would
worsen cumulatively unacceptable
operations (to a significant degree)
on State Route 193 and State Route
65 through Placer County, Rocklin,
and Roseville.

Yes
Pay SPRTA Fees to
help widen SR 65 to
six lanes, and pay
fair share cost to
make improvements
to the SR 193/Sierra
College Boulevard
intersection
Significant and
Unavoidable
Significant and Unavoidable
The 2009 DEIR concluded that then proposed project
would impact 1 intersection and 18 different
freeway/highway segments under cumulative conditions
(per Table 4.13-12 of 2009 DEIR). The Amendment would
not substantially increase the impact at the 18 impacted segments. However, the Amendment would cause an
impact on two additional segments: SR 65 Diagonal OnRamp from Sunset Boulevard and SR 65 SB Loop OnRamp from Pleasant Grove Boulevard. The addition of Village 7B Amendment trips would result in a 5% increase in density for these two segments already operating at
LOS F (i.e., the significance threshold used in the 2009 DEIR for freeways). However, the type of mitigation and residual significance after mitigation would not change.

4.3-15 The Proposed Project would
cause a significant cumulative
impact at one intersection located in
the City of Roseville.

Yes None feasible. Significant and
Unavoidable
Significant and Unavoidable
This impact was deemed significant and unavoidable
because the affected intersection (SR 65 NB
Ramps/Pleasant Grove Boulevard) is outside the City of
Lincoln and therefore the city does not have the ability to ensure improvements to it are made. Of the 179 signalized intersections in the City of Roseville studied under
Cumulative No Project and Cumulative Plus Project
Conditions in the 2009 DEIR, the Blue Oaks Blvd/West
Side Dr (now Westbrook Blvd) intersection experienced a

0.12 v/c ratio increase (from 0.18 to 0.30), four
intersections experienced a 0.02 or 0.03 v/c ratio increase, and 30 intersections experienced a 0.01 v/c ratio increase.

All other intersections had either no change or a beneficial v/c ratio change. Following evaluates the 35 total
intersections that had v/c ratio increases:

Attachment 7 Exhibit A
964
Village 7B Amendment Project
Addendum
48 - Blue Oaks Blvd/West Side Drive – Village 7B
Amendment would not worsen operations to an
unacceptable level given its LOS A operations.
- Of the 34 intersections experiencing a 0.03, 0.02, or

0.01 v/c ratio increase in the 2009 DEIR, none were on
the verge of worsening from acceptable (LOS C or
better) to unacceptable (LOS D or worse).

Source: 2009 Village 7 Specific Plan Draft EIR (2009); Fehr & Peers, 2026.

Attachment 7 Exhibit A
965
Village 7B Amendment Project
Addendum
49 Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents
The following mitigation measures from the Village 7 EIR would still apply to the proposed project:
• Mitigation Measure 4.3-5, related to operations at three locations on SR 65 south of Lincoln;
• Mitigation Measure 4.3-6, related to levels of traffic at Moore Road; • Mitigation Measure 4.3-13, related to cumulative impacts to roadway segments within Placer County; and
• Mitigation Measure 4.3-14, related to cumulative impacts to SR 193 and SR 65.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Village 5 Background and Impact Discussion
The Village 5 EIR determined that the Village 5 Specific Plan would result in significant impacts to several study intersections and roadway segments. The relatively minor increase of 23 residential units within the Village 5 portion of the project site, in comparison to the approved uses, would result in a negligible increase in peak hour vehicle trips, such that new significant transportation impacts or a substantial increase in the severity of previously identified significant transportation impacts would not occur.

Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents
The following mitigation measures from the Village 5 EIR would still apply to the proposed project:
• Mitigation Measure 3.15-1, related to traffic levels at intersections under the City of Lincoln’s jurisdiction operating at an acceptable LOS;
• Mitigation Measure 3.15-3, related to traffic levels at future City of Lincoln intersections in Village 5;
• Mitigation Measure 3.15-4, related to traffic levels at intersections under the County of Placer’s jurisdiction;
• Mitigation Measure 3.15-6, related to traffic levels at intersections maintained by the California Department of Transportation (Caltrans);
• Mitigation Measure 3.15-13, related to temporary impacts to transportation and traffic when construction activity occurs within the Village 5 Specific Plan site; • Mitigation Measure 3.15-14, related to cumulative impacts to traffic levels at intersections under the City of Lincoln’s jurisdiction operating at an acceptable LOS; • Mitigation Measure 3.15-15, related to cumulative traffic levels at intersections under the City of Lincoln’s jurisdiction operating at an unacceptable LOS; Attachment 7 Exhibit A
966
Village 7B Amendment Project
Addendum
50 • Mitigation Measure 3.15-16, related to cumulative traffic levels at future City of Lincoln intersections in Village 5;
• Mitigation Measure 3.15-17, related to cumulative traffic levels at intersections under the County of Placer’s jurisdiction;
• Mitigation Measure 3.15-18, related to cumulative traffic levels at intersections under the City of Roseville’s jurisdiction;
• Mitigation Measure 3.15-19, related to cumulative traffic levels at intersections maintained by Caltrans;
• Mitigation Measure 3.15-20, related to cumulative traffic levels on study roadway segments in Placer County; and
• Mitigation Measure 3.15-22, related to cumulative traffic levels on study freeway facilities maintained by Caltrans and roadways in the City of Rocklin’s jurisdiction.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Public Utilities
Village 7 Background
The Village 7 EIR evaluated impacts to public utilities in Chapter 4.9. The Village 7 EIR determined that the Village 7 Specific Plan would increase flows to the Lincoln WWTRF, leading to potentially significant impacts related to generating additional wastewater flows to be treated by the WWTRF and generating additional wastewater flows that would exceed the capacity of the existing wastewater collection infrastructure. Mitigation Measures 4.9-1(B) and 4.9-2(B) would require the City to ensure that the future expansion of the WWTRF provides adequate capacity to accommodate flows from the Village 7 Programmatic Portion, pay all applicable fees and fair-share costs to fund such expansion, and submit and comply with all recommendations identified by a wastewater infrastructure plan. In addition, the Village 7 EIR identified a cumulative significant and unavoidable impact related to requiring the expansion or construction of the WWTRF, which could result in significant environmental effects. The planned expansion of the WWTRF would result in potentially significant environmental impacts, which were identified in the Lincoln General Plan EIR. However, even with implementation of policies, implementation measures, and EIR mitigation measures as part of the General Plan, the General Plan EIR determined that impacts related to the future expansion of the WWTRF would remain significant and unavoidable. Additional feasible mitigation measures related to the impact are not available.

The Village 7 EIR determined that buildout of the Village 7 Specific Plan would result in less-thansignificant project-level and cumulative impacts related to generating solid waste that would contribute to an exceedance of landfill capacity at the Western Regional Sanitary Landfill. Similarly, the Village 7 EIR identified less-than-significant project-level and cumulative impacts related to exceeding the existing or planned electricity and natural gas supply or transmission facilities.

The Village 7 EIR determined that buildout of the Village 7 Specific Plan would increase the demand on water supplies. While the Village 7 EIR determined that adequate water supplies are available to meet the demand of the project in addition to the City’s existing and planned future uses, the entitlements are Attachment 7 Exhibit A
967
Village 7B Amendment Project
Addendum
51 not sufficient, as supply is not assigned to specific cities or projects until contracts for water delivery are in place. Thus, the Village 7 EIR included mitigation measures that would require future project applicants within the Village 7 area to obtain all necessary entitlements demonstrating that adequate water supply is available for the project. The Village 7 EIR also determined that the increased water demand resulting from buildout of the project, in combination with buildout in the City of Lincoln, would require the construction of expanded water treatment and/or distribution facilities, which could result in potentially significant impacts. Feasible mitigation related to the construction of expanded water treatment and/or distribution facilities is not available; therefore, the Village 7 EIR concluded that a cumulative significant and unavoidable impact related to such would occur. The Village 7 EIR determined that project-level impacts to demand on treated water and city-wide water storage and distribution facilities would be less than significant.

Village 7 Impact Discussion
The proposed project includes land use changes, including an increase of 635 residential units within the Village 7 portion of the project site. Such an increase would be expected to result in an increase in demand on wastewater infrastructure. The Village 7 EIR already identified that buildout of the Village 7 Specific Plan area would result in significant increases in demand on the WWTRF and wastewater conveyance infrastructure. Implementation of Mitigation Measure 4.9-1(B) requires the City to ensure that future expansions of the WWTRF provide adequate capacity to accommodate flows from the proposed project.

MacKay & Somps prepared a Wastewater Capacity Memorandum (Wastewater Memo) for the proposed project, which analyzed whether the incremental wastewater flow that would be generated by the project would result in new or more significant severe impacts related to wastewater capacity and collection infrastructure (see Appendix D).7 According to the Wastewater Memo, the City’s Wastewater Collection System Master Plan identifies a residential wastewater generation rate of 250 gallons per day per Equivalent Dwelling Unit (gpd/EDU) for average dry weather flow planning purposes. The incremental average daily wastewater flow (ADWF) associated with the proposed increase in residential units is calculated as 125,750 gpd, or approximately 0.13 million gpd (MGD).

For consistency with the Village 7 EIR’s analysis, wastewater collection system impacts were evaluated under peak wet weather flow (PWWF) conditions using the same peaking factor of 2.3 that was applied to Village 7 in the Wastewater Collection System Master Plan. The peaking factor of 2.3 accounts for diurnal flow variability and system response during peak conditions and was used in the Master Plan to evaluate trunk sewer conveyance capacity. Based on application of the peaking factor, the incremental peak wastewater flow associated with the proposed unit increase is calculated as 0.3 MGD (0.13 MGD x

2.3).

According to the Wastewater Memo, the wastewater conveyance facilities downstream of Village 7 were modeled under full buildout peak wet weather flow conditions and are shown to retain greater than 15 MGD of residual capacity under full General Plan buildout conditions. Thus, the Wastewater Memo concluded that incremental peak flow anticipated to be generated by the proposed project would be accommodated by the existing wastewater conveyance facilities. In addition, future expansions of the WWTRF would accommodate additional wastewater flows generated by the proposed project in addition to regional growth over time through incremental facility improvements.

Based on the above, the increase in units resulting from the proposed project would not impact the City’s ability to plan for future WWTRF expansions, and the project would still be required to pay fair-share fees

7 MacKay & Somps. Village 7 Wastewater Capacity Based on LU Updates Memorandum. April 14, 2026.

Attachment 7 Exhibit A
968
Village 7B Amendment Project
Addendum
52 to fund such expansions. Similarly, Mitigation Measure 4.9-2(B) would apply to the proposed project, which would require project applicants within Village 7 to submit a wastewater infrastructure plan that includes recommendations and mitigation measures to ensure wastewater flows would be adequately conveyed to the WWTRF. Therefore, the increased residential units associated with the proposed project would be adequately addressed within the wastewater infrastructure plan. Compliance with the mitigation measures set forth in the Village 7 EIR would ensure that the project would not result in any new or substantially more severe significant impacts with respect to wastewater capacity and collection infrastructure.

The Village 7 EIR used a residential solid waste generation rate of 7.23 pounds per day per dwelling unit, based on the General Plan EIR, and assumed a 60 percent diversion rate, which would result in an estimated increase to the WRSL’s daily delivery of 0.15 percent. Between January 1, and November 9, 2021, the landfill received an average of 862.14 tons of waste per day, serving 144 vehicles. The increase of 635 dwelling units would result in the generation of an additional 4,591 pounds per day, or 2.3 tons per day, of solid waste, which constitutes an additional 0.12 percent of the WRSL’s capacity of 1,900 tons per day. The WRSL has a permitted design capacity of 36,350,000 cubic yards and, as of December 2021, has a remaining capacity of 22,690,011 cubic yards. Under current land use and development conditions, the WRSL has a permitted lifespan extending to 2058. 8 The anticipated increase of 2.3 tons
per day would not exceed the WRSL’s permitted capacity of 1,900 tons per day, and the WRSL has capacity to accommodate solid waste generated by the proposed project.

As stated in the Village 7 EIR, the City’s development review process would provide PG&E sufficient opportunity to provide input on development projects. Furthermore, the adequate electrical and gas supply from a variety of sources the City relies on, as well as the service connections available to the site, would not be impacted by the proposed increase in units within the Village 7 area. Therefore, although the proposed project would increase the number of dwelling units in the Village 7 portion of the project site, impacts to electricity and natural gas supply and transmission capabilities would remain less than significant.

The City’s future surface water supply from Placer County Water Agency (PCWA) is governed by existing agreements, including participation in the Ophir Water Treatment Plant (WTP) expansion. Increases in available treated capacity are anticipated to occur through the phased implementation of the Ophir WTP and associated facilities, consistent with executed agreements between the City and PCWA. New City developments annexed into the City, including the project site, would be served by PCWA Zone 6 supply through new connections to the City’s distribution system.

The City recently adopted the 2025 Urban Water Management Plan (UWMP). According to the City of Lincoln’s 2025 UWMP, the City has a contract with the PCWA for a maximum delivery entitlement of 18.9 MGD of treated water supply, which is supplemented by production from City-owned groundwater wells.

In addition, the City has an active water supply agreement with the Nevada Irrigation District (NID), which entitles the City to receive raw water supply treated and delivered to the City by way of PCWA facilities.

Treated surface water supplies approximately 90 percent of the City’s annual demand and groundwater supplies the remaining 10 percent.

The increase in residential units associated with the proposed project would increase the demand for water. The UWMP used demand assumptions from the City’s 2025 Water Master Plan Update (WMPU)9 ,

8 Placer County Department of Public Works, Environmental Engineering Division (Solid Waste). EIR Guidance Document. August 2022.
9 City of Lincoln. Water Master Plan Update. Available at:
https://www.census.gov/quickfacts/fact/table/lincolncitycalifornia/PST045225. Accessed April 2026.

Attachment 7 Exhibit A
969
Village 7B Amendment Project
Addendum
53 which includes a water use factor for each land use type, expressed in acre-feet per dwelling unit per year (af/du/yr) and acre-feet per acre per year (af/ac/yr). The expected water demand for the approved and proposed land uses in the Village 7 portion of the project site were calculated based on the WMPU unit water use factors, as shown in Table 11, below.

As shown in Table 11, the land use changes associated with the proposed project would increase water demand from approximately 229.28 acre-feet per year (af/yr) to 315.43 af/yr, constituting an increase of approximately 86.15 af/yr. According to the UWMP, the overall anticipated water supply for the City of Lincoln under 2050 buildout assumptions, including the proposed project, is approximately 25,392 af/yr.

Table 11
Anticipated Water Use by Land Use
Land Use Approved Proposed
Unit Water
Use
Factor
Approved
Water
Use
(af/yr)
Proposed
Water
Use
(af/yr)
Net
Change
(af/yr)
Village
Country
Estates
(VCE)
Units 0 7 1.46
af/du/yr 0 10.22 +10.22
VLDR Units 332 151 0.39
af/du/yr 129.48 58.89 -70.59
VMDR Units 238 307 0.30
af/du/yr 71.4 92.1 +20.7
VMHDR Units 0 740 0.18
af/du/yr 0 133.2 +133.2
VMU Acres 0 4.1 2 af/ac/yr 0 8.2 +8.2
VPR Acres 8.0 5.3 3.55
af/ac/yr 28.4 12.82 -15.58
Total 229.28 315.43 +86.15
Note: Water use for the proposed project was calculated based on the WMPU.

Source: City of Lincoln. Water Master Plan Update. Available at:
https://www.census.gov/quickfacts/fact/table/lincolncitycalifornia/PST045225. Accessed April 2026.

As shown in Chapter 7 of the City’s UWMP, PCWA has sufficient water supplies through the projected buildout conditions of the City during single dry-year and five consecutive dry-years between 2025 and 2050 conditions. Therefore, the PCWA is anticipated to have sufficient water supplies to meet the demands of the City of Lincoln until at least 2050. In addition, the City’s Water Shortage Contingency Plan, as described in Chapter 8 of the UWMP, includes actions that would be implemented in the event of a water supply shortage.

Based on the above, the proposed project’s increase in the City’s overall water demand could be accommodated by the existing water supply provided by PCWA and the planned expansion of the Ophir WTP. The Water Shortfall Contingency Plan would be implemented in the event that adequate water supply is not available to the City. In addition, the proposed project would still be subject to Mitigation Measures 4.9-17(A), 4.9-17(B), 4.9-19(A), and 4.9-19(B) to ensure that adequate water supply exists and all necessary entitlements are obtained at the time tentative maps are recorded for the proposed project.

Overall, the proposed project would not result in any new significant impacts or a substantial increase in the severity of a previously identified significant impact related to increased demand for wastewater treatment, solid waste services, electricity, natural gas, or water supply.

Mitigation Measure(s)
Attachment 7 Exhibit A
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54 Mitigation Measures from the Previous CEQA Documents The following mitigation measures from the Village 7 EIR would still apply to the proposed project:
• Mitigation Measure 4.9-1(B), related to generating additional wastewater flows to be treated by the WWTRF;
• Mitigation Measure 4.9-2(B), related to existing wastewater collection infrastructure capacity;
• Mitigation Measure 4.9-17(B), related to existing and planned water supplies; and • Mitigation Measure 4.9-19(B), related to demand on PCWA water supplies.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Village 5 Background
The Village 5 EIR determined that more than sufficient water supplies would be available to meet the anticipated demand under buildout of the Village 5 Specific Plan area; therefore, impacts related to requiring new or expanded water entitlements or supply sources would be less than significant. However, the Village 5 EIR determined that significant impacts could result with respect to the need for new or expanded water treatment, storage, or conveyance facilities, which could have significant environmental effects. Implementation of Mitigation Measure 3.16-2 would require adequate infrastructure and treatment capacity improvements be constructed, which would reduce the impact to a less-than-significant level.

The Village 5 EIR identified less-than-significant impacts related to generating additional wastewater flows, which could exceed applicable treatment requirements or result in the expansion or construction of new facilities; resulting in solid waste exceedance of capacity and cumulative solid waste generation at the WRSL; and contributing to cumulative increases in demand for water supply that could result in the need for new or expanded entitlements or supply sources. However, the Village 5 EIR determined that buildout of Village 5 would result in potentially significant impacts related to contributing to cumulative increases in demand for water supply that could result in the need for new or expanded treatment, storage or conveyance facilities. Implementation of Mitigation Measure 3.16-2(a), which requires the City ensure that the Ophir WTP is completed and operational at 10 mgd and the Village 7 18-inch transmission main is installed and connected to a third point of connection in the Village 5 Specific Plan area, would reduce the impact to a less-than-significant level. Similarly, the Village 5 EIR determined that buildout of the Village 5 Specific Plan would result in a cumulatively significant and unavoidable impact related to contributing to cumulative additional wastewater flows that would result in the expansion or construction of new facilities, with no feasible mitigation available.

Village 5 Impact Discussion
Following approval of the proposed project, buildout of the Village 5 area would result in the development of 23 additional residential units from was anticipated for the overall Village 5 area. Such an increase in units would not increase the demand for public utility services such that any new significant impacts or a Attachment 7 Exhibit A
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55 substantial increase in the severity of a previously identified significant impact related to increased demand for water supply, wastewater treatment, and solid waste services would occur.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Remaining CEQA Topics
Village 7
In addition to the CEQA topics discussed in the previous sections of this Addendum, the Village 7 EIR included analysis of the following issue areas:
• Hazardous Materials and Public Safety;
• Hydrology and Water Quality;
• Land Use;
• Population, Employment, and Housing;
• Noise;
• Public Services; and
• Visual Resources.

The proposed project’s potential to result in any new significant impacts or a substantial increase in the severity of a previously identified significant impact related to the above issues areas is discussed in further detail below.

Hazardous Materials and Public Safety
The area of disturbance associated with the proposed project would not extend beyond the boundaries of the overall Village 7 Specific Plan area analyzed in the Village 7 EIR. In addition, although the project would result in the creation of the new VMHDR land use, such land use designation would be similar to the existing VMDR and VHDR land uses, which were evaluated in the Village 7 EIR and would not involve the generation or transport of hazardous materials. As such, the project would not propose new land use designations that would generate or transport hazardous materials. Thus, the proposed project would not substantially increase any quantities of hazardous materials relative to the approved project and would not expose people to new or substantially more severe hazards. As a result, the proposed project would not result in any new Attachment 7 Exhibit A
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56 or substantially more severe significant impacts related to hazards and hazardous materials relative to the approved project. Nonetheless, Mitigation Measure 4.6-1(B), which would require asbestos sampling prior to demolition of any existing on-site structures and/or development, the preparation of a Phase 1 Environmental Assessment (EA), and implementation of all applicable measures included in the Phase 1 EA, would still be required to ensure that the proposed project would not result in the generation or exposure of hazardous materials that could create a health or safety hazard to workers, the public, or the environment. In addition, Mitigation Measure 4.6- 2(B), which would require construction activities to halt if evidence of hazardous materials are found on site, would still be required of the proposed project in order to ensure that the construction of the proposed project would not result in the generation or exposure of hazardous materials that could create a health or safety hazard to workers, the public, or the environment, or create a health hazard to workers, the public, and the environment due to previously unidentified contaminated soil and groundwater. Implementation of the foregoing mitigation measures would ensure that the proposed project would not result in any new or substantially more severe significant impacts related to hazardous materials and public safety relative to what has been previously analyzed for the site in the Village 7 EIR, as amended.

Hydrology and Water Quality
The Village 7 EIR determined that the approved project would result in impacts related to Hydrology and Water Quality by increasing the amount (volume) of stormwater runoff from the Village 7 Programmatic Portion, which includes the Village 7 portion of the project site, as well as increasing the types and amounts of pollutants in stormwater runoff that could be discharged from the project site. Accordingly, the proposed project would be required to comply with Mitigation Measures 4.7-2(B), which would require the applicant to identify on- or off-site storage capacity in the watershed to accommodate increased stormwater runoff and cover its fair share of costs associated with construction maintenance, etc. of regional retention facilities, and 4.7-4(B), which would require the conditions of approval to specify the Best Management Practices (BMPs), identify proposed water quality facilities, and incorporate long term maintenance provisions within the Stormwater Management Plan. With implementation of the aforementioned mitigation measures and the fact that the proposed project would be expected to result in a similar amount of ground disturbance to what was previously analyzed, the proposed project would not result in new or substantially more severe significant impacts related to hydrology and water quality from what was previously analyzed in the Village 7 EIR, as amended.

Land Use
The Village 7 EIR determined that the previously approved Village 7 project would result in the conversion of Farmland to urban uses and concluded a significant and unavoidable impact for which the City of Lincoln adopted a Statement of Overriding Considerations. In addition, the Village 7 EIR determined that buildout of the Programmatic Portion of the Village 7 Specific Plan area, which includes the project site, could result in impacts related to internal land use incompatibilities and incompatibilities with adjacent land uses. Mitigation Measure 4.1-1(B) would require the applicant to construct fencing and or post signs to inform the public of sensitive wetland/wildlife areas within the open space areas near the Orchard creek wetlands preserve; comply with setback and buffer requirements; and notify home buyers of agricultural operations and potential nuisance related to such. Mitigation Measure 4.1-2(B) would require the notification of home buyers within the Extended Approach/Departure (C1) zone regarding noise and safety issues and notification of home buyers regarding information about agricultural operations and potential nuisance related to such. In addition, the Village 7 EIR determined that impacts related to conflict with an existing Williamson Act contract (WAC) and cumulative impacts related to the Attachment 7 Exhibit A
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57 conversion of agricultural resources, including Prime Farmland, Farmland of Statewide Importance, Farmland of Local Importance, and agricultural land under WAC to non-agricultural uses would be significant and unavoidable. The proposed project would include modifications to land use designations and would not result in the additional conversion of farmland. The proposed land use modifications would not create incompatibilities with adjacent uses. Implementation of the foregoing mitigation measures would ensure that the proposed project would not result in any new or substantially more severe significant impacts related to land use relative to what has been previously analyzed for the site in the Village 7 EIR, as amended.

Population, Employment, and Housing
The Village 7 EIR determined that population growth rates associated with the approved project were already accounted for in the projections of future growth in the City’s Sphere of Influence (SOI) in the adopted 2050 General Plan. Thus, the Village 7 EIR determined that the impact of the approved project on population and housing would be less than significant. The proposed project would add 635 units to the Village 7 portion of the project site. Considering the General Plan buildout assumption of 132,000 persons by 2050 and using the General Plan rates, the increase in units associated with the proposed project could contribute an increase of approximately 1,816 additional new residents, or 0.01 percent of the overall population in the City by 2050, which would not be considered a substantial increase in unplanned population growth.

As such, the proposed project would not result in any new or substantially more severe significant impacts to population and housing relative to what has been previously analyzed in the Village 7 EIR, as amended.

Noise
Although the proposed project would create the new VMHDR land use designation within the Village 7 portion of the project site, uses associated with the VMHDR designation would not be substantially different from the existing VHDR and VMDR designations analyzed in the Village 7 EIR. As such, the land use changes associated with the proposed project and the new VMHDR designation would not be significantly different from the types of land uses anticipated for the project site. In addition, although the project includes changes to land use designations and an overall increase of 635 residential units, future operations associated with the Village 7 Specific Plan would not be significantly different than previously anticipated, as the project site would still be developed with residential uses. The Village 7 EIR determined that a significant and unavoidable impact related to creating noise could combine with other roadway noise and affect sensitive receptors, with no feasible mitigation. Regarding traffic noise, generally, a doubling in traffic volumes is required to increase traffic noise levels by 3.0 on the A-weighted decibel scale (dBA), which is considered to be the threshold for a significant increase pursuant to the Village 7 EIR. As shown in Tables 2 and 3 within the Consistency Memo, the proposed project would not result in a doubling of traffic volumes at any of the analyzed intersections in the project vicinity.

Accordingly, the proposed project would not be considered to result in a substantial increase in traffic noise and, thus, would not result in any long-term vehicular noise impacts beyond what has been addressed in the Village 7 EIR. Thus, the proposed project would not result in any new or substantially more severe significant impacts related to operational noise from what has been previously analyzed for the approved project in the Village 7 EIR, as amended. With regard to construction noise, the Village 7 EIR concluded that impacts related to cumulative construction noise would be significant and unavoidable. The proposed project would result in future buildout at a duration and intensity similar to what was previously analyzed in the Village 7 EIR for the approved project. As such, the construction noise generated by the proposed project is anticipated to be similar to construction noise levels identified by the Village 7 EIR. Therefore, the Attachment 7 Exhibit A
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58 proposed project would not result in new or substantially more severe construction noise impacts.

Mitigation Measures 4.5-1(B) and 4.5-5(B) from the Village 7 EIR, which would require contractors to comply with construction hour limitations, obtain equipment mufflers to mitigate noise, keep equipment as far away from existing residences as possible, and require construction operators to shut off equipment when not in use, would still apply to the proposed project.

Public Services
Chapter 4.9 of the Village 7 EIR analyzed impacts to public utilities and services. Impacts related to public utilities are discussed in detail above, under the Public Utilities section. The Village 7 EIR determined that buildout of the Village 7 Specific Plan would result in less-than-significant impacts related to public services, including impacts to police services and facilities, fire protection services and facilities, and school capacity. In addition, the Village 7 EIR determined that impacts to parks and recreation facilities would be less than significant with implementation of Mitigation Measure 4.9-19(B), which would ensure that in-lieu fees and all applicable fair-share fees are paid to fund the provision of recreational facilities. The proposed project would increase the number of residential units planned for the project site, thereby increasing demand for public services.

However, any future development within the project site would be required to pay all applicable fair-share fees related to public services, including those required under Mitigation Measure 4.9- 19, which would account for the increased number of proposed units and fund any necessary improvements to the provision of public services. As such, the proposed project would not result in new or substantially more severe significant impacts to public services.

Visual Resources
The proposed project would include land use designation changes within the Village 7 Specific Plan Area generally resulting in greater residential density. The amount of open space would decrease by 22.8 acres. The proposed land uses would be generally consistent with the residential uses that were previously approved for the project site, with the addition of the VMHDR land use. The VMHDR land use would not be substantially different from the VMDR and VHDR land uses already analyzed in the Village 7 EIR. In addition, despite a decrease in the overall provision of open space, a continuous portion of the Auburn Ravine and the surrounding area would still be preserved as part of the proposed project. As such, the proposed project would not have adverse effects related to visual resources beyond what was previously analyzed for the site in the Village 7 EIR, as amended. Nonetheless, Mitigation Measure 4.10-2(B), which requires that all lighting be shielded and directed such that adjacent properties are not illuminated, would still be required of the proposed project.

Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents Related to the Remaining CEQA Topics
The following mitigation measures from the Village 7 EIR would still apply to the proposed project:
• Mitigation Measure 4.1-1(B), related to internal land use incompatibilities; • Mitigation Measure 4.1-2(B), related to land use incompatibilities with adjacent land uses;
• Mitigation Measure 4.5-1(B), related to temporary increases in ambient noise levels;
Attachment 7 Exhibit A
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59 • Mitigation Measure 4.5-5(B), related to temporary increases in cumulative noise levels in the vicinity of the project site;
• Mitigation Measure 4.6-1(B), related to hazardous materials; • Mitigation Measure 4.6-2(B), related to previously unidentified contaminated soil and groundwater;
• Mitigation Measure 4.7-4(B), related to increasing pollutants in stormwater affecting water quality;
• Mitigation Measure 4.9-19(B), related to demand on PCWA water supplies; and • Mitigation Measure 4.10-2(B), related to increasing glare and lighting in the project vicinity.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Village 5
In addition to the CEQA topics discussed in the previous sections of this Addendum, the Village 5 EIR included analysis of the following issue areas:
• Aesthetics and Visual Quality;
• Agriculture and Forestry Resources;
• Energy;
• Geology, Soils, and Seismicity;
• Hazards and Hazardous Materials;
• Hydrology, Drainage, and Water Quality;
• Land Use and Planning;
• Noise;
• Population, Employment, and Housing; and
• Public Services.

Aesthetics and Visual Quality
The Village 5 EIR determined that impacts related to aesthetics and visual quality would be significant and unavoidable due to buildout of the Village 5 Specific Plan. The proposed project would include land use designation acreage changes within the Village 5 area generally resulting in greater residential density and increased parks and open spaces. The proposed land uses would be generally consistent with the uses that were previously approved for the project site. As such, the proposed changes to the Specific Plan would not result in any new or substantially more severe significant impacts related to aesthetics and visual quality beyond what was previously identified in the Village 5 EIR. Nonetheless, Mitigation Measures 3.1-4 and 3.1-8, which require Attachment 7 Exhibit A
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60 that all lighting be shielded and directed such that adjacent properties are not illuminated, would still be required of the proposed project.

Agriculture and Forestry Resources
The Village 5 EIR determined that impacts related to conflicting with a Williamson Act contract and changes in the environment that could indirectly convert agricultural land to non-agricultural uses would be less-than-significant. However, the Village 5 EIR determined that the previously approved Village 5 project would result in the conversion of Farmland to urban uses and concluded a significant and unavoidable project-level and cumulative impact for which the City of Lincoln adopted a Statement of Overriding Considerations. Mitigation Measure 3.2-1of the Village 5 EIR requires compliance with the PCCP if adopted and equivalent measures if not adopted. As noted above, the proposed land use changes in Village 5 would not change the development footprint as compared to what was previously analyzed in the Village 5 EIR. As such, buildout of the proposed project would not result in the development of agricultural land beyond what was previously analyzed. As discussed above, the PCCP has been approved and adopted. Thus, compliance with the prior Village 5 EIR mitigation measures would ensure that the proposed project would not result in any new or substantially more severe significant impacts related to agriculture and forestry resources relative to what has been previously analyzed for the site in the Village 5 EIR.

Energy
The Village 5 EIR concluded less-than-significant impacts would occur related to transportation energy use per service population, complying with the Title 24 energy standards, and resulting in a cumulative increase of VMT per service population. The Village 5 EIR also determined that impacts related to using fuel and energy in an unnecessary, wasteful, or inefficient manner during project construction would be potentially significant due to the operation of construction equipment and vehicles. Mitigation Measure 3.7-1 requires construction activities to limit idling and fuel waste, use of electricity and clean fuel power sources, and ensure proper operating condition of construction equipment to reduce the potential for fuel leaks or inefficiencies, which would reduce the impact to a less-than-significant level. The proposed project would result in land use changes that would increase the residential density within the Village 5 portion of the project site, resulting in an additional 23 dwelling units. The increase in residential units would result in an incremental increase in operational energy usage, which would not change the significance of any of the above impacts. In addition, the area of disturbance associated with the proposed project would be the same as what was analyzed in the Village 5 EIR, and construction activities associated with the proposed project would be similar. Furthermore, implementation of Mitigation Measure 3.7-1 would still apply to the proposed project. The proposed project would be required to comply with all current State requirements related to energy, which have and continue to become more stringent over time. Thus, compliance with State requirements would be expected to reduce the proposed project’s energy demand to less than what was anticipated for the site in the Village 5 EIR. As such, the proposed project would not result in any new or substantially more severe significant impacts to energy relative to what has been previously analyzed in the Village 5 EIR.

Geology, Soils, and Seismicity
The Village 5 EIR determined that buildout of the Village 5 Specific Plan would result in less-thansignificant impacts related to seismic ground shaking, liquefaction, landslide, lateral spreading, subsidence, expansive soils, and cumulative impacts related to geology. However, the Village 5 EIR determined that a potentially significant impact related to substantial soil erosion or the loss Attachment 7 Exhibit A
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61 of topsoil could result from buildout of the Village 5 Specific Plan. The Village 5 EIR determined that implementation of Mitigation Measure 3.8-2 related to stormwater control, including soil erosion control measures, would reduce the impact to a less-than-significant level. Although the proposed land use changes would result in a greater residential density in a portion of Village 5, the level of ground disturbance resulting from construction of the proposed project would be similar to what was anticipated in the Village 5 EIR. As such, the proposed project would not result in any new or substantially more severe significant impacts to geology, soils, and seismicity relative to what has been previously analyzed in the Village 5 EIR, and Mitigation Measure 3.8-2 would still be required.

Hazards and Hazardous Materials
The area of disturbance associated with the proposed project would not extend beyond the boundaries of the overall Village 5 Specific Plan area analyzed in the Village 5 EIR. In addition, although the project would result in residential development at a greater density than anticipated in the Village 5 EIR, the proposed land uses would still result in residential development similar to what was analyzed in the Village 5 EIR. As such, the proposed project would not contain new land use designations that would involve operations that would generate or transport hazardous materials within the Village 5 portion of the site. Thus, the proposed project would not substantially increase quantities of hazardous materials relative to the approved project and would not expose people to new or substantially more severe hazards. As a result, the proposed project would not result in any new or substantially more severe significant impacts related to hazards and hazardous materials relative to the approved Village 5 project. Nonetheless, Mitigation Measure

3.9-2, which requires a Phase I Environmental Site Assessment (ESA) be prepared and compliance with any recommendations included within, as well as Mitigation Measure 3.9-4, which requires preparation of and compliance with a Soil and Groundwater Management Plan if suspect soils or groundwater are encountered during construction, would still be required of the proposed project. Mitigation Measure 3.9-4 would also require construction activities to stop and appropriate measures be implemented if suspected contaminated soil or groundwater is encountered. Therefore, the proposed project would not result in any new or substantially more severe significant impacts related to hazards and hazardous materials relative to what has been previously analyzed in the Village 5 EIR.

Hydrology, Drainage, and Water Quality
According to the Village 5 EIR, impacts to water quality would be less than significant with implementation of Mitigation Measures 3.10-1(a) and 3.10-1(b), which would require preparation and implementation of a Water Quality Management Plan and Stormwater Pollution Prevention Plan (SWPPP). Similarly, the Village 5 EIR determined that impacts related to generating flooding, erosion, siltation, or polluted runoff would be less than significant with implementation of Mitigation Measures 3.10-3, 3.10-4, 3.10-5, 3.10-8, and 3.10-10. Impacts related to interfering with groundwater recharge were determined to be less than significant. Impacts related to placing structures within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary, Flood Insurance Rate Map, or other flood hazard delineation map, or within a 200-year floodplain, housing or structures which would impede or redirect flood flows would be less than significant with implementation of Mitigation Measure 3.10-7, which would require an encroachment permit be obtained from the Central Valley Flood Protection Board for construction located within the 100-year and 200-year flood zone, and any other necessary state or federal permits. The proposed project would not introduce additional ground disturbance or expand upon the disturbance area analyzed in Village 5 EIR. In addition, the proposed land use changes would only slightly increase the amount of impervious surface within the project site as compared to Attachment 7 Exhibit A
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62 what was analyzed in the Village 5 EIR. Therefore, with implementation of the above mitigation measures, the proposed project would not result in new or substantially more severe significant impacts related to hydrology and water quality from what was previously analyzed in the Village 5 EIR, as amended.

Land Use and Planning
The Village 5 EIR determined that a significant and unavoidable impact related to conflicts with adjacent land uses could occur, and included Mitigation Measure 3.11-1, which would require future homebuyers to be notified of nearby agricultural uses. In addition, the Village 5 EIR determined that, even with implementation of Mitigation Measure 3.11-2, which would require measures to reduce light and glare, impacts related to conflicting land uses within the Village 5 Specific Plan area would be significant and unavoidable. Thus, a Statement of Overriding Considerations was adopted by the City. The Village 5 EIR determined that buildout of the Village 5 Specific Plan would result in less-than-significant impacts related to conflicting with applicable land use plans and policies, including the Lincoln General Plan, Placer County LAFCo, the Placer County Airport Land Use Compatibility Plan (ALUCP), and the PCCP. The proposed land use changes within Village 5 would not result in increased impacts related to conflicting land uses, because, although the residential density would increase slightly as a result of the proposed land use changes, residential development would not extend beyond the development footprint that was previously analyzed in the Village 5 EIR. In addition, Mitigation Measures 3.11-1 and 3.11-2 would still apply to the proposed project. Furthermore, the proposed project would still comply with all applicable land use plans and policies following the proposed land use changes, if approved. As such, the proposed project would not result in any new or substantially more severe significant impacts to land use and planning relative to what has been previously analyzed in the Village 5 EIR.

Noise
As noted above, the land use changes associated with the proposed project would generally increase the residential density in the Village 5 portion of the project site, while increasing park and open space. Although the project includes changes to land use designations and an increase of 23 residential units, future operation associated with the Village 5 Specific Plan would not be significantly different than previously anticipated. Regarding traffic noise, generally, a doubling in traffic volumes is required to increase traffic noise levels by 3.0 on the A-weighted decibel scale (dBA). The threshold for a significant increase, pursuant to the Village 5 EIR, ranges from 3.0 to

10.0. The proposed addition of 23 residential units would not result in a doubling of traffic volumes at any of the analyzed intersections in the project vicinity. Accordingly, the proposed project would not be considered to result in a substantial increase in traffic noise and, thus, would not result in any long-term vehicular noise impacts beyond what has been addressed in the Village 5 EIR.

Thus, the proposed project would not result in any new or substantially more severe significant impacts related to operational noise from what has been previously analyzed for the approved project in the Village 5 EIR. In addition, the proposed project would result in future buildout at a duration and intensity similar to what was previously analyzed in the Village 5 EIR for the approved project. Therefore, the proposed project would not result in new or substantially more severe construction noise impacts. Mitigation Measures 3.12-1 through 3.12-9, which would require implementation of BMPs related to construction and operational noise, would still apply to the proposed project. As such, the proposed project would not result in any new or substantially more severe significant impacts to noise relative to what has been previously analyzed in the Village 5 EIR.

Attachment 7 Exhibit A
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63 Population, Employment, and Housing
The Village 5 EIR determined that impacts related to population growth rates associated with the approved project would be significant and unavoidable, with no available mitigation measures.

Thus, a Statement of Overriding Considerations was adopted by the City. The proposed project would only incrementally add to the population increase anticipated by the Village 5 EIR by increasing the residential units allowed within the Village 5 portion of the project site by 23 units.

As such, the proposed project would not result in any new or substantially more severe significant impacts from what was identified in the Village 5 EIR. In addition, the proposed project would not change the significance level of impacts related to the displacement of substantial numbers of people or existing housing, as the development footprint of the proposed project would remain the same as what was analyzed in the Village 5 EIR, and thus, any existing housing on the site would have already been accounted for in the analysis. As such, the proposed project would not result in any new or substantially more severe significant impacts to population and housing relative to what has been previously analyzed in the Village 5 EIR.

Public Services
The Village 5 EIR determined that the buildout of the Village 5 Specific Plan would result in lessthan-significant impacts related to police, fire, school, park, and library facilities through the payment of all appropriate fees. As noted above, the proposed project would include land use changes resulting in an increase of 23 residential units as compared to what was analyzed in the Village 5 EIR. The increase in residential units would not substantially increase the demand for public services above what has been anticipated for buildout of the site. In addition, future development within the project site would be required to pay all applicable fees related to public services, which would account for the increase in residential units. Mitigation Measure 3.14-4 would still apply to the proposed project, which would require payment of in lieu park fees. As such, the proposed project would not result in any new or substantially more severe significant impacts to public services relative to what has been previously analyzed in the Village 5 EIR.

Mitigation Measure(s)
Mitigation Measures from the Previous CEQA Documents Related to the Remaining CEQA Topics
The following mitigation measures from the Village 5 EIR would still apply to the proposed project:
• Mitigation Measure 3.1-4, related to light and glare in the project area; • Mitigation Measure 3.1-8, related to cumulative increases in light and glare in the project area;
• Mitigation Measure 3.2-1(a), related to conversion of Important Farmland to nonagricultural uses; •
• Mitigation Measure 3.8-2, related to soil erosion or the loss of topsoil; • Mitigation Measure 3.9-2, related to hazardous materials; • Mitigation Measure 3.9-4(a), related to hazardous materials sites; • Mitigation Measures 3.10-1(a) and 3.10-1(b), related to violation of water quality standards and waste discharge requirements;
• Mitigation Measure 3.10-3, related to resulting in substantial erosion or siltation onor off-site; Attachment 7 Exhibit A
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64 • Mitigation Measure 3.10-4, related to resulting in flooding on- or off-site.; • Mitigation Measure 3.10-5, related to polluted runoff; • Mitigation Measure 3.10-7, related to impeding or redirecting flood flows; • Mitigation Measure 3.10-8, related to cumulative impacts to adding polluted runoff and violating water quality;
• Mitigation Measure 3.10-10, related to cumulative impacts related to resulting in substantial erosion or siltation on- or off-site;
• Mitigation Measure 3.11-1, related to conflicting with adjacent land uses; • Mitigation Measure 3.11-2, related to conflicting land uses within the Village 5 Specific Plan area;
• Mitigation Measure 3.12-1 through 3.12-9, related to project-level and cumulative impacts related to construction and operational noise levels; and • Mitigation Measure 3.14-4, related to the provision of park facilities.

Modified Mitigation Measures
None required.

Additional Project-Specific Mitigation Measures
None required.

Conclusion
As established in the discussions above, the proposed project would not result in any new significant information of substantial importance, new significant impacts, new or revised alternatives, or a substantial increase in the severity of previously identified significant impacts after mitigation that would require major revisions to the original Village 7 EIR, as amended, or the Village 5 EIR. The changes or new information identified in this addendum that involve new significant impacts do not require additional documentation, as the new mitigation measures would eliminate the new impact or reduce the increase in severity to less than substantial and the applicant has committed to implementing the mitigation measures. As such, the proposed project would not result in any conditions identified in CEQA Guidelines Section 15162, and a subsequent EIR is not required.

Appendix
Appendix A: California Emissions Estimator Model Results Appendix B: Biological Resources Assessment
Appendix C: Consistency Review Memorandum
Appendix D: Wastewater Capacity Memorandum
Appendix E: Updated Village 7 Specific Plan Mitigation Monitoring Plan Appendix F: Updated Village 5 Specific Plan Mitigation Monitoring Plan Attachment 7 Exhibit A
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APPENDIX A

CALIFORNIA EMISSIONS ESTIMATOR MODEL RESULTS
Attachment 7 Exhibit A
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Lincoln Village 7B Amendment Project - Approved Conditions Custom 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 Year

2.2.1. Total Construction Emissions by Year, Unmitigated

2.2.2. Onsite Construction Emissions by Year, Unmitigated

2.2.3. Offsite Construction Emissions by Year, Unmitigated

2.3. Operations Emissions Compared Against Thresholds

2.4. Operations Emissions by Sector, Unmitigated

3. Construction Emissions Details

3.1. Site Preparation (2026)
Attachment 7 Exhibit A
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3.1.1. Onsite - Unmitigated

3.1.2. Offsite - Unmitigated

3.2. Site Preparation (2027)

3.2.1. Onsite - Unmitigated

3.2.2. Offsite - Unmitigated

3.3. Grading (2027)

3.3.1. Onsite - Unmitigated

3.3.2. Offsite - Unmitigated

3.4. Grading (2028)

3.4.1. Onsite - Unmitigated

3.4.2. Offsite - Unmitigated

3.5. Building Construction (2029)

3.5.1. Onsite - Unmitigated

3.5.2. Offsite - Unmitigated

3.6. Building Construction (2030)

3.6.1. Onsite - Unmitigated

3.6.2. Offsite - Unmitigated

3.7. Building Construction (2031)
Attachment 7 Exhibit A
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3.7.1. Onsite - Unmitigated

3.7.2. Offsite - Unmitigated

3.8. Building Construction (2032)

3.8.1. Onsite - Unmitigated

3.8.2. Offsite - Unmitigated

3.9. Building Construction (2033)

3.9.1. Onsite - Unmitigated

3.9.2. Offsite - Unmitigated

3.10. Building Construction (2034)

3.10.1. Onsite - Unmitigated

3.10.2. Offsite - Unmitigated

3.11. Building Construction (2035)

3.11.1. Onsite - Unmitigated

3.11.2. Offsite - Unmitigated

3.12. Building Construction (2036)

3.12.1. Onsite - Unmitigated

3.12.2. Offsite - Unmitigated

3.13. Building Construction (2037)
Attachment 7 Exhibit A
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3.13.1. Onsite - Unmitigated

3.13.2. Offsite - Unmitigated

3.14. Building Construction (2038)

3.14.1. Onsite - Unmitigated

3.14.2. Offsite - Unmitigated

3.15. Building Construction (2039)

3.15.1. Onsite - Unmitigated

3.15.2. Offsite - Unmitigated

3.16. Building Construction (2040)

3.16.1. Onsite - Unmitigated

3.16.2. Offsite - Unmitigated

3.17. Building Construction (2041)

3.17.1. Onsite - Unmitigated

3.17.2. Offsite - Unmitigated

3.18. Paving (2028)

3.18.1. Onsite - Unmitigated

3.18.2. Offsite - Unmitigated

3.19. Paving (2029)
Attachment 7 Exhibit A
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3.19.1. Onsite - Unmitigated

3.19.2. Offsite - Unmitigated

3.20. Architectural Coating (2029)

3.20.1. Onsite - Unmitigated

3.20.2. Offsite - Unmitigated

3.21. Architectural Coating (2030)

3.21.1. Onsite - Unmitigated

3.21.2. Offsite - Unmitigated

3.22. Architectural Coating (2031)

3.22.1. Onsite - Unmitigated

3.22.2. Offsite - Unmitigated

3.23. Architectural Coating (2032)

3.23.1. Onsite - Unmitigated

3.23.2. Offsite - Unmitigated

3.24. Architectural Coating (2033)

3.24.1. Onsite - Unmitigated

3.24.2. Offsite - Unmitigated

3.25. Architectural Coating (2034)
Attachment 7 Exhibit A
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3.25.1. Onsite - Unmitigated

3.25.2. Offsite - Unmitigated

3.26. Architectural Coating (2035)

3.26.1. Onsite - Unmitigated

3.26.2. Offsite - Unmitigated

3.27. Architectural Coating (2036)

3.27.1. Onsite - Unmitigated

3.27.2. Offsite - Unmitigated

3.28. Architectural Coating (2037)

3.28.1. Onsite - Unmitigated

3.28.2. Offsite - Unmitigated

3.29. Architectural Coating (2038)

3.29.1. Onsite - Unmitigated

3.29.2. Offsite - Unmitigated

3.30. Architectural Coating (2039)

3.30.1. Onsite - Unmitigated

3.30.2. Offsite - Unmitigated

3.31. Architectural Coating (2040)
Attachment 7 Exhibit A
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3.31.1. Onsite - Unmitigated

3.31.2. Offsite - Unmitigated

3.32. Architectural Coating (2041)

3.32.1. Onsite - Unmitigated

3.32.2. Offsite - Unmitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.3. Area Emissions by Source

4.3.1. Unmitigated

4.4. Water Emissions by Land Use

4.4.1. Unmitigated

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated

4.6. Refrigerant Emissions by Land Use
Attachment 7 Exhibit A
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4.6.1. Unmitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated

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

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.4. Vehicles
Attachment 7 Exhibit A
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5.4.1. Construction Vehicle Control Strategies

5.5. Architectural Coatings

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources

5.9.1. Unmitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.13. Operational Waste Generation
Attachment 7 Exhibit A
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5.13.1. Unmitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

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

8. User Changes to Default Data

8.1. Justifications
Attachment 7 Exhibit A
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8.2. Project Characteristics

8.2.1. Project Details

8.3. Land Use

8.4. Construction

8.4.1. Construction Phases
Attachment 7 Exhibit A
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1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name Lincoln Village 7B Amendment Project - Approved Conditions Construction Start Date 9/1/2026
Operational Year 2041
Lead Agency City of Lincoln
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.30000
Precipitation (days) 7.80000
Location 38.87687999721343, -121.32629306847214
County Placer-Sacramento
City —
Air District Placer County APCD
Air Basin Sacramento Valley
TAZ 469
EDFZ 4
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.39

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
Single Family
Housing
339.000 Dwelling Unit 76.2000 661,050 3,970,659 — 885.000 — Attachment 7 Exhibit A
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City Park 77.9000 Acre 77.9000 0.00000 3,393,324 3,393,324 — — Condo/Townhouse 238.000 Dwelling Unit 22.8000 252,280 397,267 — 621.000 — Other Asphalt
Surfaces

4.80000 Acre 4.80000 0.00000 0.00000 — — —

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. 4.70426 4.46025 29.2019 29.6623 0.06093 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 7,764.56 7,764.56 0.27030 0.28070 11.6633 7,864.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 4.58375 4.33334 29.2098 29.4332 0.06093 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 7,341.80 7,341.80 0.27162 0.28070 0.30322 7,430.27 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 3.22073 3.04591 18.5180 20.0603 0.04244 0.75663 7.65635 8.41298 0.69610 3.22345 3.91955 — 5,230.79 5,230.79 0.18891 0.20050 3.13627 5,296.63 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.58778 0.55588 3.37954 3.66101 0.00775 0.13809 1.39728 1.53537 0.12704 0.58828 0.71532 — 866.017 866.017 0.03128 0.03319 0.51925 876.917

2.2. Construction Emissions by Year
Attachment 7 Exhibit A
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2.2.1. Total Construction Emissions by Year, Unmitigated Includes both onsite and offsite emissions.

Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.80497 3.20070 29.2019 29.6623 0.04890 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 5,489.26 5,489.26 0.21761 0.04414 0.63115 5,508.49 2027 3.57527 3.00777 25.6172 28.2057 0.06093 1.04307 9.40566 10.4487 0.95962 3.70112 4.66074 — 6,812.84 6,812.84 0.27029 0.05485 0.64378 6,836.59 2028 3.49237 2.93768 24.3652 28.0476 0.06093 0.98510 9.40566 10.3908 0.90629 3.70112 4.60741 — 6,808.66 6,808.66 0.27030 0.05485 0.57074 6,832.34 2029 4.70426 4.46025 11.9096 29.2306 0.03709 0.31242 4.01254 4.32496 0.28934 0.95960 1.24894 — 7,764.56 7,764.56 0.16526 0.28070 11.6633 7,864.00 2030 4.61129 4.37295 11.5063 28.4162 0.03709 0.29502 4.01254 4.30756 0.26137 0.95960 1.22097 — 7,652.15 7,652.15 0.15750 0.28070 10.1770 7,749.91 2031 4.52711 4.29367 11.1186 27.6974 0.03709 0.26462 4.01254 4.27716 0.24441 0.95960 1.20401 — 7,541.05 7,541.05 0.15614 0.26873 8.83478 7,633.87 2032 4.46590 4.23873 10.7842 27.0874 0.03709 0.24409 4.01254 4.25663 0.22552 0.95960 1.18512 — 7,436.82 7,436.82 0.15614 0.25677 7.57193 7,524.81 2033 4.40329 4.18776 10.4969 26.6487 0.03709 0.22259 4.01254 4.23513 0.20574 0.95960 1.16534 — 7,339.99 7,339.99 0.14838 0.25677 6.44709 7,426.66 2034 4.34656 4.12617 10.1754 26.1165 0.03709 0.21054 4.01254 4.22308 0.19465 0.95960 1.15425 — 7,250.21 7,250.21 0.14838 0.24480 5.46493 7,332.33 2035 4.31944 4.10217 9.92307 25.7324 0.03709 0.19716 4.01254 4.20970 0.18235 0.95960 1.14195 — 7,167.71 7,167.71 0.13641 0.23283 4.61954 7,245.12 2036 4.27197 4.06987 9.65834 25.3440 0.03709 0.18560 4.01254 4.19814 0.17171 0.95960 1.13131 — 7,095.22 7,095.22 0.13641 0.23283 3.86332 7,171.88 2037 4.21747 3.90690 9.46979 24.9630 0.03709 0.17408 4.01254 4.18662 0.16111 0.95960 1.12072 — 7,030.75 7,030.75 0.13641 0.23283 3.21041 7,106.76 2038 4.18655 3.88498 9.33237 24.6488 0.03709 0.16803 4.01254 4.18057 0.15554 0.95960 1.11514 — 6,973.71 6,973.71 0.13641 0.22087 2.66254 7,045.61 2039 4.14529 3.84513 9.18256 24.4335 0.03709 0.16147 4.01254 4.17401 0.14951 0.95960 1.10911 — 6,923.91 6,923.91 0.12865 0.22087 2.18453 6,995.13 2040 4.10006 3.80227 9.08558 24.1668 0.03709 0.15738 4.01254 4.16991 0.14574 0.95960 1.10535 — 6,879.97 6,879.97 0.12865 0.20890 1.79359 6,947.23 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.79879 3.19375 29.2098 29.4332 0.04890 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 5,466.94 5,466.94 0.21838 0.05004 0.01633 5,487.33 2027 3.68679 3.09966 28.0179 28.8656 0.06093 1.17173 19.8338 21.0056 1.07799 10.1439 11.2219 — 6,787.81 6,787.81 0.27162 0.06160 0.01668 6,812.97 2028 3.47945 2.93063 24.3737 27.8017 0.06093 0.98510 9.40566 10.3908 0.90629 3.70112 4.60741 — 6,784.14 6,784.14 0.27118 0.06116 0.01479 6,809.16 2029 4.58375 4.33334 12.2076 25.1958 0.03709 0.31242 4.01254 4.32496 0.28934 0.95960 1.24894 — 7,341.80 7,341.80 0.18078 0.28070 0.30322 7,430.27 2030 4.50494 4.26020 11.7937 24.5321 0.03709 0.29502 4.01254 4.30756 0.26137 0.95960 1.22097 — 7,236.79 7,236.79 0.17166 0.28070 0.26365 7,324.99 Attachment 7 Exhibit A
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2031 4.43629 4.19644 11.4010 23.9719 0.03709 0.26462 4.01254 4.27716 0.24441 0.95960 1.20401 — 7,132.31 7,132.31 0.17166 0.26873 0.22919 7,216.92 2032 4.37508 4.14791 11.0440 23.5295 0.03709 0.24409 4.01254 4.25663 0.22552 0.95960 1.18512 — 7,033.92 7,033.92 0.17166 0.25677 0.19633 7,114.93 2033 4.32023 4.09693 10.6521 23.1552 0.03709 0.22259 4.01254 4.23513 0.20574 0.95960 1.16534 — 6,942.28 6,942.28 0.16390 0.25677 0.16719 7,023.06 2034 4.27903 4.05864 10.4352 22.7852 0.03709 0.21054 4.01254 4.22308 0.19465 0.95960 1.15425 — 6,857.13 6,857.13 0.16390 0.24480 0.14183 6,934.31 2035 4.25966 3.92499 10.1723 22.3742 0.03709 0.19716 4.01254 4.20970 0.18235 0.95960 1.14195 — 6,778.70 6,778.70 0.15193 0.23283 0.11952 6,852.00 2036 4.20443 3.89269 9.90114 22.0657 0.03709 0.18560 4.01254 4.19814 0.17171 0.95960 1.13131 — 6,709.62 6,709.62 0.14417 0.23283 0.10013 6,782.71 2037 4.15769 3.84849 9.71899 21.7569 0.03709 0.17408 4.01254 4.18662 0.16111 0.95960 1.12072 — 6,648.24 6,648.24 0.14417 0.23283 0.08333 6,721.31 2038 4.13454 3.82656 9.57517 21.5304 0.03709 0.16803 4.01254 4.18057 0.15554 0.95960 1.11514 — 6,593.96 6,593.96 0.14417 0.22087 0.06880 6,663.45 2039 4.10240 3.79584 9.42536 21.2996 0.03709 0.16147 4.01254 4.17401 0.14951 0.95960 1.10911 — 6,546.36 6,546.36 0.14417 0.22087 0.05666 6,615.84 2040 4.07406 3.76715 9.21318 21.1193 0.03709 0.15738 4.01254 4.16991 0.14574 0.95960 1.10535 — 6,504.41 6,504.41 0.14417 0.20890 0.04647 6,570.31 2041 3.93488 3.73975 9.12019 21.0143 0.03709 0.15297 4.01254 4.16551 0.14169 0.95960 1.10129 — 6,467.48 6,467.48 0.13641 0.20890 0.03805 6,533.18 Average
Daily
— — — — — — — — — — — — — — — — — —
2026 0.90686 0.76259 6.97339 7.03030 0.01168 0.29665 4.73506 5.03171 0.27292 2.42178 2.69469 — 1,306.33 1,306.33 0.05205 0.01186 0.06498 1,311.23 2027 2.55940 2.15200 18.5180 20.0603 0.04244 0.75663 7.65635 8.41298 0.69610 3.22345 3.91955 — 4,732.92 4,732.92 0.18891 0.04265 0.19524 4,750.55 2028 1.23198 1.04410 8.75638 11.3698 0.02057 0.34722 2.19057 2.53779 0.31944 0.85023 1.16967 — 2,340.48 2,340.48 0.09217 0.01885 0.14608 2,348.55 2029 2.79323 2.62862 7.95157 16.4320 0.02386 0.21462 2.40728 2.62190 0.19860 0.57557 0.77417 — 4,643.55 4,643.55 0.11098 0.17053 3.03868 4,700.18 2030 3.22073 3.04591 8.37774 17.7492 0.02649 0.21073 2.85200 3.06273 0.18669 0.68191 0.86860 — 5,230.79 5,230.79 0.11804 0.20050 3.13627 5,296.63 2031 3.16517 2.99386 8.10275 17.3723 0.02649 0.18902 2.85200 3.04102 0.17458 0.68191 0.85649 — 5,155.15 5,155.15 0.11707 0.19195 2.72504 5,218.00 2032 3.13557 2.97286 7.79734 17.0458 0.02656 0.17483 2.85981 3.03464 0.16153 0.68377 0.84530 — 5,097.94 5,097.94 0.11739 0.18391 2.34166 5,158.02 2033 3.08782 2.92832 7.56988 16.7540 0.02649 0.15899 2.85200 3.01099 0.14696 0.68191 0.82886 — 5,017.77 5,017.77 0.11153 0.18340 1.99294 5,077.21 2034 3.05839 2.90097 7.40540 16.5063 0.02649 0.15038 2.85200 3.00238 0.13904 0.68191 0.82094 — 4,956.33 4,956.33 0.11153 0.17486 1.68273 5,012.90 2035 3.03347 2.87828 7.23170 16.2303 0.02649 0.14083 2.85200 2.99283 0.13025 0.68191 0.81215 — 4,899.60 4,899.60 0.10298 0.16631 1.42172 4,953.16 2036 3.00778 2.78353 7.04778 15.9845 0.02657 0.13293 2.85981 2.99275 0.12298 0.68377 0.80676 — 4,863.09 4,863.09 0.10326 0.16676 1.19416 4,916.56 2037 2.97727 2.75544 6.82010 15.7360 0.02649 0.12435 2.85200 2.97635 0.11508 0.68191 0.79699 — 4,805.48 4,805.48 0.09744 0.16631 0.98999 4,858.47 2038 2.95518 2.73423 6.72494 15.5807 0.02649 0.12002 2.85200 2.97202 0.11110 0.68191 0.79301 — 4,766.33 4,766.33 0.09744 0.15776 0.81919 4,816.59 2039 2.93223 2.71228 6.61794 15.4269 0.02649 0.11534 2.85200 2.96734 0.10679 0.68191 0.78870 — 4,732.01 4,732.01 0.09744 0.15776 0.67499 4,782.14 2040 2.91899 2.70014 6.55804 15.3465 0.02657 0.11272 2.85981 2.97253 0.10439 0.68377 0.78816 — 4,714.62 4,714.62 0.09770 0.14962 0.55432 4,762.20 2041 0.17985 0.17041 0.27051 0.64828 0.00106 0.00430 0.12555 0.12985 0.00398 0.02994 0.03392 — 196.340 196.340 0.00403 0.00586 0.01976 198.207 Attachment 7 Exhibit A
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Annual — — — — — — — — — — — — — — — — — —
2026 0.16550 0.13917 1.27264 1.28303 0.00213 0.05414 0.86415 0.91829 0.04981 0.44197 0.49178 — 216.278 216.278 0.00862 0.00196 0.01076 217.089 2027 0.46709 0.39274 3.37954 3.66101 0.00775 0.13809 1.39728 1.53537 0.12704 0.58828 0.71532 — 783.589 783.589 0.03128 0.00706 0.03232 786.507 2028 0.22484 0.19055 1.59804 2.07498 0.00375 0.06337 0.39978 0.46315 0.05830 0.15517 0.21346 — 387.494 387.494 0.01526 0.00312 0.02418 388.830 2029 0.50976 0.47972 1.45116 2.99884 0.00435 0.03917 0.43933 0.47850 0.03625 0.10504 0.14129 — 768.792 768.792 0.01837 0.02823 0.50309 778.168 2030 0.58778 0.55588 1.52894 3.23924 0.00483 0.03846 0.52049 0.55895 0.03407 0.12445 0.15852 — 866.017 866.017 0.01954 0.03319 0.51925 876.917 2031 0.57764 0.54638 1.47875 3.17044 0.00483 0.03450 0.52049 0.55499 0.03186 0.12445 0.15631 — 853.494 853.494 0.01938 0.03178 0.45116 863.900 2032 0.57224 0.54255 1.42301 3.11085 0.00485 0.03191 0.52192 0.55382 0.02948 0.12479 0.15427 — 844.022 844.022 0.01944 0.03045 0.38769 853.969 2033 0.56353 0.53442 1.38150 3.05761 0.00483 0.02902 0.52049 0.54951 0.02682 0.12445 0.15127 — 830.750 830.750 0.01846 0.03036 0.32995 840.590 2034 0.55816 0.52943 1.35149 3.01240 0.00483 0.02745 0.52049 0.54793 0.02537 0.12445 0.14982 — 820.576 820.576 0.01846 0.02895 0.27860 829.944 2035 0.55361 0.52529 1.31979 2.96204 0.00483 0.02570 0.52049 0.54619 0.02377 0.12445 0.14822 — 811.185 811.185 0.01705 0.02753 0.23538 820.052 2036 0.54892 0.50799 1.28622 2.91717 0.00485 0.02426 0.52192 0.54618 0.02244 0.12479 0.14723 — 805.139 805.139 0.01710 0.02761 0.19771 813.992 2037 0.54335 0.50287 1.24467 2.87181 0.00484 0.02269 0.52049 0.54318 0.02100 0.12445 0.14545 — 795.602 795.602 0.01613 0.02753 0.16390 804.375 2038 0.53932 0.49900 1.22730 2.84348 0.00484 0.02190 0.52049 0.54239 0.02028 0.12445 0.14472 — 789.120 789.120 0.01613 0.02612 0.13563 797.442 2039 0.53513 0.49499 1.20777 2.81540 0.00484 0.02105 0.52049 0.54154 0.01949 0.12445 0.14394 — 783.439 783.439 0.01613 0.02612 0.11175 791.737 2040 0.53272 0.49278 1.19684 2.80074 0.00485 0.02057 0.52192 0.54249 0.01905 0.12479 0.14384 — 780.558 780.558 0.01618 0.02477 0.09177 788.437 2041 0.03282 0.03110 0.04937 0.11831 0.00019 0.00078 0.02291 0.02370 0.00073 0.00546 0.00619 — 32.5064 32.5064 0.00067 0.00097 0.00327 32.8154

2.2.2. Onsite Construction Emissions by Year, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.74146 3.14387 29.1635 28.8082 0.04890 1.24251 19.6570 20.8995 1.14311 10.1024 11.2456 — 5,297.94 5,297.94 0.21491 0.04298 0.00000 5,316.12 2027 3.50534 2.94546 25.5801 27.2816 0.06093 1.04307 9.20359 10.2467 0.95962 3.65375 4.61338 — 6,598.08 6,598.08 0.26765 0.05353 0.00000 6,620.72 2028 3.42509 2.87803 24.3289 27.1688 0.06093 0.98510 9.20359 10.1887 0.90629 3.65375 4.56005 — 6,598.26 6,598.26 0.26765 0.05353 0.00000 6,620.90 2029 3.60105 3.39133 9.37581 14.0134 0.02512 0.28848 0.00000 0.28848 0.26540 0.00000 0.26540 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.03 2030 3.56661 3.36256 9.17669 13.9919 0.02512 0.27109 0.00000 0.27109 0.24940 0.00000 0.24940 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 Attachment 7 Exhibit A
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2031 3.53677 3.33761 8.89546 13.9488 0.02512 0.25266 0.00000 0.25266 0.23245 0.00000 0.23245 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2032 3.50661 3.31237 8.64086 13.8879 0.02512 0.23212 0.00000 0.23212 0.21355 0.00000 0.21355 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.02 2033 3.48280 3.29244 8.43072 13.8782 0.02512 0.21063 0.00000 0.21063 0.19378 0.00000 0.19378 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2034 3.46489 3.27743 8.27893 13.8663 0.02512 0.19857 0.00000 0.19857 0.18268 0.00000 0.18268 — 2,530.37 2,530.37 0.10264 0.02053 0.00000 2,539.05 2035 3.44553 3.26118 8.09177 13.7859 0.02512 0.18520 0.00000 0.18520 0.17038 0.00000 0.17038 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 2036 3.42555 3.24441 7.87246 13.7000 0.02512 0.17363 0.00000 0.17363 0.15974 0.00000 0.15974 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2037 3.40986 3.23125 7.73437 13.5926 0.02512 0.16212 0.00000 0.16212 0.14915 0.00000 0.14915 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2038 3.40223 3.22485 7.63829 13.5576 0.02512 0.15606 0.00000 0.15606 0.14358 0.00000 0.14358 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.04 2039 3.39338 3.21741 7.51921 13.4985 0.02512 0.14951 0.00000 0.14951 0.13754 0.00000 0.13754 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2040 3.38696 3.21201 7.44740 13.4821 0.02512 0.14541 0.00000 0.14541 0.13378 0.00000 0.13378 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.74146 3.14387 29.1635 28.8082 0.04890 1.24251 19.6570 20.8995 1.14311 10.1024 11.2456 — 5,297.94 5,297.94 0.21491 0.04298 0.00000 5,316.12 2027 3.63178 3.05170 27.9724 28.2794 0.06093 1.17173 19.6570 20.8287 1.07799 10.1024 11.1804 — 6,598.08 6,598.08 0.26765 0.05353 0.00000 6,620.72 2028 3.42509 2.87803 24.3289 27.1688 0.06093 0.98510 9.20359 10.1887 0.90629 3.65375 4.56005 — 6,598.26 6,598.26 0.26765 0.05353 0.00000 6,620.90 2029 3.60105 3.39133 9.37581 14.0134 0.02512 0.28848 0.00000 0.28848 0.26540 0.00000 0.26540 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.03 2030 3.56661 3.36256 9.17669 13.9919 0.02512 0.27109 0.00000 0.27109 0.24940 0.00000 0.24940 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2031 3.53677 3.33761 8.89546 13.9488 0.02512 0.25266 0.00000 0.25266 0.23245 0.00000 0.23245 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2032 3.50661 3.31237 8.64086 13.8879 0.02512 0.23212 0.00000 0.23212 0.21355 0.00000 0.21355 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.02 2033 3.48280 3.29244 8.43072 13.8782 0.02512 0.21063 0.00000 0.21063 0.19378 0.00000 0.19378 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2034 3.46489 3.27743 8.27893 13.8663 0.02512 0.19857 0.00000 0.19857 0.18268 0.00000 0.18268 — 2,530.37 2,530.37 0.10264 0.02053 0.00000 2,539.05 2035 3.44553 3.26118 8.09177 13.7859 0.02512 0.18520 0.00000 0.18520 0.17038 0.00000 0.17038 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 2036 3.42555 3.24441 7.87246 13.7000 0.02512 0.17363 0.00000 0.17363 0.15974 0.00000 0.15974 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2037 3.40986 3.23125 7.73437 13.5926 0.02512 0.16212 0.00000 0.16212 0.14915 0.00000 0.14915 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2038 3.40223 3.22485 7.63829 13.5576 0.02512 0.15606 0.00000 0.15606 0.14358 0.00000 0.14358 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.04 2039 3.39338 3.21741 7.51921 13.4985 0.02512 0.14951 0.00000 0.14951 0.13754 0.00000 0.13754 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2040 3.38696 3.21201 7.44740 13.4821 0.02512 0.14541 0.00000 0.14541 0.13378 0.00000 0.13378 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 2041 3.38206 3.20789 7.39018 13.4343 0.02512 0.14100 0.00000 0.14100 0.12972 0.00000 0.12972 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 Attachment 7 Exhibit A
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Average
Daily
— — — — — — — — — — — — — — — — — —
2026 0.89327 0.75059 6.96272 6.87788 0.01168 0.29665 4.69306 4.98971 0.27292 2.41193 2.68485 — 1,264.87 1,264.87 0.05131 0.01026 0.00000 1,269.21 2027 2.51520 2.11347 18.4869 19.5767 0.04244 0.75663 7.51500 8.27163 0.69610 3.19033 3.88643 — 4,595.86 4,595.86 0.18643 0.03729 0.00000 4,611.64 2028 1.19946 1.01236 8.73061 10.9820 0.02057 0.34722 2.07126 2.41847 0.31944 0.82227 1.14171 — 2,227.14 2,227.14 0.09034 0.01807 0.00000 2,234.78 2029 2.19910 2.05902 6.34980 9.52232 0.01665 0.20019 0.00000 0.20019 0.18418 0.00000 0.18418 — 1,689.98 1,689.98 0.06855 0.01371 0.00000 1,695.78 2030 2.54758 2.40183 6.55478 9.99425 0.01794 0.19363 0.00000 0.19363 0.17814 0.00000 0.17814 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.59 2031 2.52626 2.38401 6.35390 9.96346 0.01794 0.18047 0.00000 0.18047 0.16603 0.00000 0.16603 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.59 2032 2.51158 2.37246 6.18895 9.94712 0.01799 0.16626 0.00000 0.16626 0.15296 0.00000 0.15296 — 1,812.33 1,812.33 0.07352 0.01470 0.00000 1,818.55 2033 2.48772 2.35174 6.02194 9.91299 0.01794 0.15045 0.00000 0.15045 0.13841 0.00000 0.13841 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.60 2034 2.47492 2.34102 5.91352 9.90448 0.01795 0.14184 0.00000 0.14184 0.13049 0.00000 0.13049 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.61 2035 2.46109 2.32942 5.77983 9.84709 0.01795 0.13228 0.00000 0.13228 0.12170 0.00000 0.12170 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.60 2036 2.45352 2.32378 5.63859 9.81251 0.01799 0.12436 0.00000 0.12436 0.11441 0.00000 0.11441 — 1,812.35 1,812.35 0.07352 0.01470 0.00000 1,818.57 2037 2.43561 2.30804 5.52455 9.70903 0.01795 0.11580 0.00000 0.11580 0.10653 0.00000 0.10653 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.60 2038 2.43016 2.30346 5.45592 9.68401 0.01795 0.11147 0.00000 0.11147 0.10255 0.00000 0.10255 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.60 2039 2.42384 2.29815 5.37087 9.64176 0.01795 0.10679 0.00000 0.10679 0.09825 0.00000 0.09825 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.59 2040 2.42588 2.30058 5.33414 9.65649 0.01800 0.10415 0.00000 0.10415 0.09582 0.00000 0.09582 — 1,812.35 1,812.35 0.07352 0.01470 0.00000 1,818.57 2041 0.15928 0.15399 0.22281 0.39805 0.00074 0.00397 0.00000 0.00397 0.00365 0.00000 0.00365 — 72.9830 72.9830 0.00296 0.00059 0.00000 73.2335 Annual — — — — — — — — — — — — — — — — — —
2026 0.16302 0.13698 1.27070 1.25521 0.00213 0.05414 0.85648 0.91062 0.04981 0.44018 0.48999 — 209.414 209.414 0.00849 0.00170 0.00000 210.132 2027 0.45902 0.38571 3.37385 3.57275 0.00775 0.13809 1.37149 1.50957 0.12704 0.58224 0.70927 — 760.898 760.898 0.03087 0.00617 0.00000 763.509 2028 0.21890 0.18476 1.59334 2.00421 0.00375 0.06337 0.37800 0.44137 0.05830 0.15006 0.20836 — 368.728 368.728 0.01496 0.00299 0.00000 369.994 2029 0.40134 0.37577 1.15884 1.73782 0.00304 0.03654 0.00000 0.03654 0.03361 0.00000 0.03361 — 279.796 279.796 0.01135 0.00227 0.00000 280.756 2030 0.46493 0.43833 1.19625 1.82395 0.00327 0.03534 0.00000 0.03534 0.03251 0.00000 0.03251 — 299.234 299.234 0.01214 0.00243 0.00000 300.261 2031 0.46104 0.43508 1.15959 1.81833 0.00327 0.03294 0.00000 0.03294 0.03030 0.00000 0.03030 — 299.234 299.234 0.01214 0.00243 0.00000 300.261 2032 0.45836 0.43297 1.12948 1.81535 0.00328 0.03034 0.00000 0.03034 0.02791 0.00000 0.02791 — 300.053 300.053 0.01217 0.00243 0.00000 301.082 2033 0.45401 0.42919 1.09900 1.80912 0.00327 0.02746 0.00000 0.02746 0.02526 0.00000 0.02526 — 299.235 299.235 0.01214 0.00243 0.00000 300.261 2034 0.45167 0.42724 1.07922 1.80757 0.00328 0.02589 0.00000 0.02589 0.02381 0.00000 0.02381 — 299.236 299.236 0.01214 0.00243 0.00000 300.263 2035 0.44915 0.42512 1.05482 1.79709 0.00328 0.02414 0.00000 0.02414 0.02221 0.00000 0.02221 — 299.236 299.236 0.01214 0.00243 0.00000 300.262 Attachment 7 Exhibit A
1000
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2036 0.44777 0.42409 1.02904 1.79078 0.00328 0.02270 0.00000 0.02270 0.02088 0.00000 0.02088 — 300.056 300.056 0.01217 0.00243 0.00000 301.085 2037 0.44450 0.42122 1.00823 1.77190 0.00328 0.02113 0.00000 0.02113 0.01944 0.00000 0.01944 — 299.236 299.236 0.01214 0.00243 0.00000 300.263 2038 0.44350 0.42038 0.99571 1.76733 0.00328 0.02034 0.00000 0.02034 0.01872 0.00000 0.01872 — 299.235 299.235 0.01214 0.00243 0.00000 300.262 2039 0.44235 0.41941 0.98018 1.75962 0.00328 0.01949 0.00000 0.01949 0.01793 0.00000 0.01793 — 299.234 299.234 0.01214 0.00243 0.00000 300.261 2040 0.44272 0.41986 0.97348 1.76231 0.00328 0.01901 0.00000 0.01901 0.01749 0.00000 0.01749 — 300.055 300.055 0.01217 0.00243 0.00000 301.085 2041 0.02907 0.02810 0.04066 0.07264 0.00013 0.00072 0.00000 0.00072 0.00067 0.00000 0.00067 — 12.0832 12.0832 0.00049 0.00010 0.00000 12.1246

2.2.3. Offsite Construction Emissions by Year, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2026 0.06350 0.05683 0.03839 0.85414 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 191.323 191.323 0.00270 0.00116 0.63115 192.367 2027 0.06993 0.06230 0.03713 0.92409 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 214.765 214.765 0.00265 0.00132 0.64378 215.869 2028 0.06729 0.05966 0.03624 0.87876 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 210.400 210.400 0.00265 0.00132 0.57074 211.431 2029 1.10322 1.06893 2.53378 15.2172 0.01197 0.02393 4.01254 4.03647 0.02393 0.95960 0.98354 — 5,234.22 5,234.22 0.06262 0.26017 11.6633 5,324.98 2030 1.04468 1.01039 2.32962 14.4242 0.01197 0.02393 4.01254 4.03647 0.01197 0.95960 0.97157 — 5,121.80 5,121.80 0.05486 0.26017 10.1770 5,210.88 2031 0.99034 0.95605 2.22314 13.7486 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 5,010.70 5,010.70 0.05350 0.24820 8.83478 5,094.84 2032 0.95929 0.92636 2.14330 13.1995 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,906.48 4,906.48 0.05350 0.23624 7.57193 4,985.79 2033 0.92048 0.89532 2.06619 12.7705 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,809.64 4,809.64 0.04573 0.23624 6.44709 4,887.63 2034 0.88167 0.84874 1.89645 12.2503 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,719.84 4,719.84 0.04573 0.22427 5.46493 4,793.28 2035 0.87391 0.84098 1.83130 11.9465 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,637.35 4,637.35 0.03377 0.21230 4.61954 4,706.08 2036 0.84642 0.82546 1.78588 11.6440 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,564.86 4,564.86 0.03377 0.21230 3.86332 4,632.83 2037 0.80761 0.67565 1.73542 11.3704 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,500.39 4,500.39 0.03377 0.21230 3.21041 4,567.71 2038 0.78432 0.66013 1.69408 11.0912 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,443.36 4,443.36 0.03377 0.20034 2.66254 4,506.57 2039 0.75192 0.62772 1.66335 10.9350 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,393.57 4,393.57 0.02601 0.20034 2.18453 4,456.10 2040 0.71311 0.59027 1.63818 10.6847 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,349.61 4,349.61 0.02601 0.18837 1.79359 4,408.19 Attachment 7 Exhibit A
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Daily - — — — — — — — — — — — — — — — — — —
Winter
(Max)
2026 0.05733 0.04989 0.04622 0.62501 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 169.004 169.004 0.00347 0.00706 0.01633 171.211 2027 0.06288 0.05481 0.05194 0.66998 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 189.728 189.728 0.00397 0.00807 0.01668 192.248 2028 0.05437 0.05260 0.04475 0.63286 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 185.878 185.878 0.00353 0.00763 0.01479 188.254 2029 0.98271 0.94201 2.83181 11.1824 0.01197 0.02393 4.01254 4.03647 0.02393 0.95960 0.98354 — 4,811.46 4,811.46 0.07814 0.26017 0.30322 4,891.25 2030 0.93833 0.89764 2.61705 10.5401 0.01197 0.02393 4.01254 4.03647 0.01197 0.95960 0.97157 — 4,706.44 4,706.44 0.06902 0.26017 0.26365 4,785.96 2031 0.89952 0.85883 2.50552 10.0230 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,601.96 4,601.96 0.06902 0.24820 0.22919 4,677.88 2032 0.86847 0.83554 2.40311 9.64160 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,503.59 4,503.59 0.06902 0.23624 0.19633 4,575.91 2033 0.83742 0.80449 2.22140 9.27705 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,411.93 4,411.93 0.06126 0.23624 0.16719 4,484.02 2034 0.81414 0.78121 2.15626 8.91889 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,326.76 4,326.76 0.06126 0.22427 0.14183 4,395.26 2035 0.81414 0.66381 2.08050 8.58823 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,248.34 4,248.34 0.04929 0.21230 0.11952 4,312.96 2036 0.77889 0.64828 2.02868 8.36572 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,179.26 4,179.26 0.04153 0.21230 0.10013 4,243.67 2037 0.74784 0.61724 1.98462 8.16430 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,117.88 4,117.88 0.04153 0.21230 0.08333 4,182.26 2038 0.73231 0.60171 1.93688 7.97284 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,063.61 4,063.61 0.04153 0.20034 0.06880 4,124.41 2039 0.70903 0.57843 1.90615 7.80110 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 4,016.01 4,016.01 0.04153 0.20034 0.05666 4,076.81 2040 0.68710 0.55514 1.76578 7.63713 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 3,974.05 3,974.05 0.04153 0.18837 0.04647 4,031.27 2041 0.55282 0.53185 1.73000 7.57995 0.01197 0.01197 4.01254 4.02451 0.01197 0.95960 0.97157 — 3,937.12 3,937.12 0.03377 0.18837 0.03805 3,994.14 Average
Daily
— — — — — — — — — — — — — — — — — —
2026 0.01360 0.01200 0.01067 0.15242 0.00000 0.00000 0.04200 0.04200 0.00000 0.00984 0.00984 — 41.4595 41.4595 0.00074 0.00159 0.06498 42.0178 2027 0.04420 0.03853 0.03115 0.48364 0.00000 0.00000 0.14135 0.14135 0.00000 0.03312 0.03312 — 137.054 137.054 0.00248 0.00536 0.19524 138.909 2028 0.03252 0.03174 0.02577 0.38779 0.00000 0.00000 0.11932 0.11932 0.00000 0.02796 0.02796 — 113.344 113.344 0.00183 0.00078 0.14608 113.770 2029 0.59413 0.56959 1.60177 6.90969 0.00721 0.01443 2.40728 2.42170 0.01443 0.57557 0.59000 — 2,953.56 2,953.56 0.04243 0.15682 3.03868 3,004.39 2030 0.67315 0.64408 1.82296 7.75500 0.00855 0.01710 2.85200 2.86909 0.00855 0.68191 0.69045 — 3,423.40 3,423.40 0.04473 0.18584 3.13627 3,483.03 2031 0.63891 0.60985 1.74885 7.40880 0.00855 0.00855 2.85200 2.86055 0.00855 0.68191 0.69045 — 3,347.76 3,347.76 0.04376 0.17729 2.72504 3,404.41 2032 0.62398 0.60040 1.60838 7.09863 0.00857 0.00857 2.85981 2.86838 0.00857 0.68377 0.69234 — 3,285.60 3,285.60 0.04388 0.16920 2.34166 3,339.47 2033 0.60010 0.57658 1.54794 6.84102 0.00855 0.00855 2.85200 2.86055 0.00855 0.68191 0.69045 — 3,210.38 3,210.38 0.03821 0.16874 1.99294 3,263.61 Attachment 7 Exhibit A
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2034 0.58347 0.55995 1.49188 6.60183 0.00855 0.00855 2.85200 2.86055 0.00855 0.68191 0.69045 — 3,148.92 3,148.92 0.03821 0.16019 1.68273 3,199.30 2035 0.57238 0.54886 1.45187 6.38324 0.00855 0.00855 2.85200 2.86055 0.00855 0.68191 0.69045 — 3,092.20 3,092.20 0.02966 0.15165 1.42172 3,139.56 2036 0.55426 0.45974 1.40918 6.17200 0.00857 0.00857 2.85981 2.86838 0.00857 0.68377 0.69234 — 3,050.73 3,050.73 0.02975 0.15206 1.19416 3,097.98 2037 0.54166 0.44740 1.29555 6.02693 0.00855 0.00855 2.85200 2.86055 0.00855 0.68191 0.69045 — 2,998.08 2,998.08 0.02412 0.15165 0.98999 3,044.86 2038 0.52502 0.43077 1.26903 5.89669 0.00855 0.00855 2.85200 2.86055 0.00855 0.68191 0.69045 — 2,958.93 2,958.93 0.02412 0.14310 0.81919 3,003.00 2039 0.50839 0.41413 1.24707 5.78511 0.00855 0.00855 2.85200 2.86055 0.00855 0.68191 0.69045 — 2,924.62 2,924.62 0.02412 0.14310 0.67499 2,968.54 2040 0.49310 0.39956 1.22389 5.69005 0.00857 0.00857 2.85981 2.86838 0.00857 0.68377 0.69234 — 2,902.27 2,902.27 0.02419 0.13492 0.55432 2,943.63 2041 0.02057 0.01642 0.04770 0.25022 0.00033 0.00033 0.12555 0.12588 0.00033 0.02994 0.03027 — 123.357 123.357 0.00107 0.00527 0.01976 124.973 Annual — — — — — — — — — — — — — — — — — —
2026 0.00248 0.00219 0.00195 0.02782 0.00000 0.00000 0.00767 0.00767 0.00000 0.00180 0.00180 — 6.86410 6.86410 0.00012 0.00026 0.01076 6.95653 2027 0.00807 0.00703 0.00569 0.08826 0.00000 0.00000 0.02580 0.02580 0.00000 0.00604 0.00604 — 22.6909 22.6909 0.00041 0.00089 0.03232 22.9980 2028 0.00594 0.00579 0.00470 0.07077 0.00000 0.00000 0.02178 0.02178 0.00000 0.00510 0.00510 — 18.7654 18.7654 0.00030 0.00013 0.02418 18.8359 2029 0.10843 0.10395 0.29232 1.26102 0.00132 0.00263 0.43933 0.44196 0.00263 0.10504 0.10767 — 488.996 488.996 0.00702 0.02596 0.50309 497.412 2030 0.12285 0.11755 0.33269 1.41529 0.00156 0.00312 0.52049 0.52361 0.00156 0.12445 0.12601 — 566.783 566.783 0.00741 0.03077 0.51925 576.656 2031 0.11660 0.11130 0.31916 1.35211 0.00156 0.00156 0.52049 0.52205 0.00156 0.12445 0.12601 — 554.259 554.259 0.00724 0.02935 0.45116 563.639 2032 0.11388 0.10957 0.29353 1.29550 0.00156 0.00156 0.52192 0.52348 0.00156 0.12479 0.12635 — 543.969 543.969 0.00726 0.02801 0.38769 552.887 2033 0.10952 0.10523 0.28250 1.24849 0.00156 0.00156 0.52049 0.52205 0.00156 0.12445 0.12601 — 531.515 531.515 0.00633 0.02794 0.32995 540.328 2034 0.10648 0.10219 0.27227 1.20483 0.00156 0.00156 0.52049 0.52205 0.00156 0.12445 0.12601 — 521.340 521.340 0.00633 0.02652 0.27860 529.680 2035 0.10446 0.10017 0.26497 1.16494 0.00156 0.00156 0.52049 0.52205 0.00156 0.12445 0.12601 — 511.949 511.949 0.00491 0.02511 0.23538 519.789 2036 0.10115 0.08390 0.25718 1.12639 0.00156 0.00156 0.52192 0.52348 0.00156 0.12479 0.12635 — 505.084 505.084 0.00492 0.02518 0.19771 512.907 2037 0.09885 0.08165 0.23644 1.09991 0.00156 0.00156 0.52049 0.52205 0.00156 0.12445 0.12601 — 496.366 496.366 0.00399 0.02511 0.16390 504.112 2038 0.09582 0.07861 0.23160 1.07615 0.00156 0.00156 0.52049 0.52205 0.00156 0.12445 0.12601 — 489.885 489.885 0.00399 0.02369 0.13563 497.180 2039 0.09278 0.07558 0.22759 1.05578 0.00156 0.00156 0.52049 0.52205 0.00156 0.12445 0.12601 — 484.205 484.205 0.00399 0.02369 0.11175 491.476 2040 0.08999 0.07292 0.22336 1.03843 0.00156 0.00156 0.52192 0.52348 0.00156 0.12479 0.12635 — 480.503 480.503 0.00400 0.02234 0.09177 487.352 2041 0.00375 0.00300 0.00871 0.04567 0.00006 0.00006 0.02291 0.02297 0.00006 0.00546 0.00552 — 20.4232 20.4232 0.00018 0.00087 0.00327 20.6908

2.3. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Attachment 7 Exhibit A
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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. 307.078 286.903 24.8762 641.125 1.38837 54.2967 60.6805 114.977 53.5295 15.4027 68.9322 6,249.60 70,816.3 77,065.9 44.4415 2.38662 34.0317 78,922.2 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 302.690 282.695 27.1282 559.249 1.33206 54.2822 60.6805 114.963 53.5185 15.4027 68.9212 6,249.60 65,176.7 71,426.3 44.5194 2.56840 7.25418 73,312.0 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 100.061 94.1695 19.3751 265.174 0.70341 12.6175 55.8721 68.4896 12.4338 14.1833 26.6171 1,590.76 59,489.1 61,079.8 30.3830 2.10760 17.5258 62,485.0 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 18.2611 17.1859 3.53595 48.3943 0.12837 2.30269 10.1967 12.4994 2.26917 2.58844 4.85761 263.369 9,849.09 10,112.5 5.03024 0.34894 2.90160 10,345.1

2.4. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 18.3137 16.6632 13.2735 215.737 0.58796 0.24506 60.6805 60.9255 0.23027 15.4027 15.6330 — 59,760.1 59,760.1 1.39456 1.94661 27.4905 60,402.6 Area 288.310 270.013 7.71749 423.735 0.77562 53.7375 — 53.7375 52.9851 — 52.9851 6,008.75 3,656.50 9,665.24 18.0447 0.29379 — 10,203.9 Energy 0.45465 0.22733 3.88520 1.65328 0.02480 0.31412 — 0.31412 0.31412 — 0.31412 — 7,233.01 7,233.01 0.80876 0.05442 — 7,269.45 Water — — — — — — — — — — — 36.3394 166.722 203.061 3.75316 0.09180 — 324.247 Waste — — — — — — — — — — — 204.513 0.00000 204.513 20.4403 0.00000 — 715.520 Refrig. — — — — — — — — — — — — — — — — 6.54127 6.54127 Total 307.078 286.903 24.8762 641.125 1.38837 54.2967 60.6805 114.977 53.5295 15.4027 68.9322 6,249.60 70,816.3 77,065.9 44.4415 2.38662 34.0317 78,922.2 Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Mobile 16.9262 15.2966 15.8277 166.761 0.53307 0.24514 60.6805 60.9256 0.23035 15.4027 15.6330 — 54,208.0 54,208.0 1.47614 2.12912 0.71291 54,880.1 Area 285.309 267.171 7.41529 390.835 0.77420 53.7229 — 53.7229 52.9740 — 52.9740 6,008.75 3,568.97 9,577.72 18.0410 0.29307 — 10,116.1 Energy 0.45465 0.22733 3.88520 1.65328 0.02480 0.31412 — 0.31412 0.31412 — 0.31412 — 7,233.01 7,233.01 0.80876 0.05442 — 7,269.45 Water — — — — — — — — — — — 36.3394 166.722 203.061 3.75316 0.09180 — 324.247 Waste — — — — — — — — — — — 204.513 0.00000 204.513 20.4403 0.00000 — 715.520 Refrig. — — — — — — — — — — — — — — — — 6.54127 6.54127 Total 302.690 282.695 27.1282 559.249 1.33206 54.2822 60.6805 114.963 53.5185 15.4027 68.9212 6,249.60 65,176.7 71,426.3 44.5194 2.56840 7.25418 73,312.0 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 15.8365 14.3262 13.6749 159.492 0.50398 0.22690 55.8721 56.0990 0.21320 14.1833 14.3965 — 51,244.4 51,244.4 1.32587 1.89518 10.9846 51,853.3 Area 83.7694 79.6160 1.81493 104.029 0.17463 12.0765 — 12.0765 11.9065 — 11.9065 1,349.91 844.959 2,194.87 4.05485 0.06620 — 2,315.97 Energy 0.45465 0.22733 3.88520 1.65328 0.02480 0.31412 — 0.31412 0.31412 — 0.31412 — 7,233.01 7,233.01 0.80876 0.05442 — 7,269.45 Water — — — — — — — — — — — 36.3394 166.722 203.061 3.75316 0.09180 — 324.247 Waste — — — — — — — — — — — 204.513 0.00000 204.513 20.4403 0.00000 — 715.520 Refrig. — — — — — — — — — — — — — — — — 6.54127 6.54127 Total 100.061 94.1695 19.3751 265.174 0.70341 12.6175 55.8721 68.4896 12.4338 14.1833 26.6171 1,590.76 59,489.1 61,079.8 30.3830 2.10760 17.5258 62,485.0 Annual — — — — — — — — — — — — — — — — — —
Mobile 2.89017 2.61453 2.49567 29.1073 0.09198 0.04141 10.1967 10.2381 0.03891 2.58844 2.62735 — 8,484.09 8,484.09 0.21951 0.31377 1.81862 8,584.90 Area 15.2879 14.5299 0.33122 18.9853 0.03187 2.20396 — 2.20396 2.17293 — 2.17293 223.493 139.893 363.386 0.67133 0.01096 — 383.435 Energy 0.08297 0.04149 0.70905 0.30172 0.00453 0.05733 — 0.05733 0.05733 — 0.05733 — 1,197.51 1,197.51 0.13390 0.00901 — 1,203.54 Water — — — — — — — — — — — 6.01639 27.6027 33.6191 0.62138 0.01520 — 53.6828 Waste — — — — — — — — — — — 33.8594 0.00000 33.8594 3.38413 0.00000 — 118.463 Refrig. — — — — — — — — — — — — — — — — 1.08298 1.08298 Total 18.2611 17.1859 3.53595 48.3943 0.12837 2.30269 10.1967 12.4994 2.26917 2.58844 4.85761 263.369 9,849.09 10,112.5 5.03024 0.34894 2.90160 10,345.1

3. Construction Emissions Details
Attachment 7 Exhibit A
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3.1. Site Preparation (2026)

3.1.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

3.74146 3.14387 29.1635 28.8082 0.04890 1.24251 — 1.24251 1.14311 — 1.14311 — 5,297.94 5,297.94 0.21491 0.04298 — 5,316.12 Dust
From
Material
Movement
— — — — — — 19.6570 19.6570 — 10.1024 10.1024 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Off-Roa 0.89327 0.75059 6.96272 6.87788 0.01168 0.29665 — 0.29665 0.27292 — 0.27292 — 1,264.87 1,264.87 0.05131 0.01026 — 1,269.21 d
Equipm
ent
Dust
From
Material
Movement
— — — — — — 4.69306 4.69306 — 2.41193 2.41193 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.16302 0.13698 1.27070 1.25521 0.00213 0.05414 — 0.05414 0.04981 — 0.04981 — 209.414 209.414 0.00849 0.00170 — 210.132 Dust
From
Material
Movement
— — — — — — 0.85648 0.85648 — 0.44018 0.44018 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.1.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06350 0.05683 0.03839 0.85414 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 191.323 191.323 0.00270 0.00116 0.63115 192.367 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05733 0.04989 0.04622 0.62501 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 169.004 169.004 0.00347 0.00706 0.01633 171.211 Attachment 7 Exhibit A
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01360 0.01200 0.01067 0.15242 0.00000 0.00000 0.04200 0.04200 0.00000 0.00984 0.00984 — 41.4595 41.4595 0.00074 0.00159 0.06498 42.0178 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00248 0.00219 0.00195 0.02782 0.00000 0.00000 0.00767 0.00767 0.00000 0.00180 0.00180 — 6.86410 6.86410 0.00012 0.00026 0.01076 6.95653 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.2. Site Preparation (2027)

3.2.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

3.63178 3.05170 27.9724 28.2794 0.04891 1.17173 — 1.17173 1.07799 — 1.07799 — 5,297.82 5,297.82 0.21490 0.04298 — 5,316.00 Dust
From
Material
Movement
— — — — — — 19.6570 19.6570 — 10.1024 10.1024 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.32693 0.27471 2.51806 2.54570 0.00440 0.10548 — 0.10548 0.09704 — 0.09704 — 476.907 476.907 0.01935 0.00387 — 478.544 Dust
From
Material
Movement
— — — — — — 1.76952 1.76952 — 0.90942 0.90942 — — — — — — — Onsite
truck

0.05966 0.05014 0.45955 0.46459 0.00080 0.01925 — 0.01925 0.01771 — 0.01771 — 78.9575 78.9575 0.00320 0.00064 — 79.2284 Dust
From
Material
Movement
— — — — — — 0.32294 0.32294 — 0.16597 0.16597 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.2.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05502 0.04796 0.04545 0.58624 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 166.012 166.012 0.00347 0.00706 0.01460 168.217 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00495 0.00432 0.00349 0.05419 0.00000 0.00000 0.01584 0.01584 0.00000 0.00371 0.00371 — 15.3554 15.3554 0.00028 0.00060 0.02187 15.5633 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00090 0.00079 0.00064 0.00989 0.00000 0.00000 0.00289 0.00289 0.00000 0.00068 0.00068 — 2.54226 2.54226 0.00005 0.00010 0.00362 2.57667 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.3. Grading (2027)

3.3.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

3.50534 2.94546 25.5801 27.2816 0.06093 1.04307 — 1.04307 0.95962 — 0.95962 — 6,598.08 6,598.08 0.26765 0.05353 — 6,620.72 Dust
From
Material
Movement
— — — — — — 9.20359 9.20359 — 3.65375 3.65375 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1010
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Off-Roa 3.50534 2.94546 25.5801 27.2816 0.06093 1.04307 — 1.04307 0.95962 — 0.95962 — 6,598.08 6,598.08 0.26765 0.05353 — 6,620.72 d
Dust
From
Material
Movement
— — — — — — 9.20359 9.20359 — 3.65375 3.65375 — — — — — — — Onsite
truck

2.18827 1.83875 15.9688 17.0310 0.03804 0.65115 — 0.65115 0.59906 — 0.59906 — 4,118.96 4,118.96 0.16708 0.03342 — 4,133.09 Dust
From
Material
Movement
— — — — — — 5.74549 5.74549 — 2.28092 2.28092 — — — — — — — Onsite
truck

0.39936 0.33557 2.91430 3.10816 0.00694 0.11884 — 0.11884 0.10933 — 0.10933 — 681.940 681.940 0.02766 0.00553 — 684.281 Dust
From
Material
Movement
— — — — — — 1.04855 1.04855 — 0.41627 0.41627 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.3.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.06993 0.06230 0.03713 0.92409 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 214.765 214.765 0.00265 0.00132 0.64378 215.869 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06288 0.05481 0.05194 0.66998 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 189.728 189.728 0.00397 0.00807 0.01668 192.248 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.03925 0.03421 0.02766 0.42945 0.00000 0.00000 0.12551 0.12551 0.00000 0.02941 0.02941 — 121.699 121.699 0.00220 0.00476 0.17336 123.346 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00716 0.00624 0.00505 0.07837 0.00000 0.00000 0.02291 0.02291 0.00000 0.00537 0.00537 — 20.1486 20.1486 0.00036 0.00079 0.02870 20.4213 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.4. Grading (2028)

3.4.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1012
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Off-Roa 3.42509 2.87803 24.3289 27.1688 0.06093 0.98510 — 0.98510 0.90629 — 0.90629 — 6,598.26 6,598.26 0.26765 0.05353 — 6,620.90 d
Dust
From
Material
Movement
— — — — — — 9.20359 9.20359 — 3.65375 3.65375 — — — — — — — Onsite
truck

3.42509 2.87803 24.3289 27.1688 0.06093 0.98510 — 0.98510 0.90629 — 0.90629 — 6,598.26 6,598.26 0.26765 0.05353 — 6,620.90 Dust
From
Material
Movement
— — — — — — 9.20359 9.20359 — 3.65375 3.65375 — — — — — — — Onsite
truck

0.77081 0.64770 5.47520 6.11432 0.01371 0.22170 — 0.22170 0.20396 — 0.20396 — 1,484.93 1,484.93 0.06024 0.01205 — 1,490.03 Dust
From
Material
Movement
— — — — — — 2.07126 2.07126 — 0.82227 0.82227 — — — — — — — Onsite
truck

0.14067 0.11820 0.99922 1.11586 0.00250 0.04046 — 0.04046 0.03722 — 0.03722 — 245.847 245.847 0.00997 0.00199 — 246.691 Attachment 7 Exhibit A
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Dust
From
Material
Movement
— — — — — — 0.37800 0.37800 — 0.15006 0.15006 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.4.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06729 0.05966 0.03624 0.87876 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 210.400 210.400 0.00265 0.00132 0.57074 211.431 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05437 0.05260 0.04475 0.63286 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 185.878 185.878 0.00353 0.00763 0.01479 188.254 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01233 0.01204 0.00977 0.14706 0.00000 0.00000 0.04525 0.04525 0.00000 0.01060 0.01060 — 42.9830 42.9830 0.00069 0.00030 0.05540 43.1444 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00225 0.00220 0.00178 0.02684 0.00000 0.00000 0.00826 0.00826 0.00000 0.00193 0.00193 — 7.11632 7.11632 0.00012 0.00005 0.00917 7.14305 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.5. Building Construction (2029)

3.5.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.15336 0.96514 8.58166 12.9012 0.02340 0.27564 — 0.27564 0.25359 — 0.25359 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.69518 0.58173 5.17251 7.77609 0.01410 0.16614 — 0.16614 0.15285 — 0.15285 — 1,444.67 1,444.67 0.05860 0.01172 — 1,449.62 Onsite
truck

0.12687 0.10617 0.94398 1.41914 0.00257 0.03032 — 0.03032 0.02789 — 0.02789 — 239.181 239.181 0.00970 0.00194 — 240.002 Attachment 7 Exhibit A
1015
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Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.5.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.86223 0.84930 0.52523 12.2330 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 3,032.74 3,032.74 0.03881 0.01941 7.38075 3,046.87 Vendor 0.06854 0.04977 1.90350 0.53768 0.01197 0.02393 0.45530 0.47924 0.02393 0.12579 0.14973 — 1,594.93 1,594.93 0.01605 0.23688 2.80640 1,668.73 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.76521 0.74580 0.65007 8.85131 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,679.55 2,679.55 0.05175 0.01941 0.19179 2,686.82 Vendor 0.06446 0.04705 2.05173 0.56080 0.01197 0.02393 0.45530 0.47924 0.02393 0.12579 0.14973 — 1,596.00 1,596.00 0.01605 0.23688 0.07307 1,667.06 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.46122 0.44952 0.32438 5.48085 0.00000 0.00000 1.77779 1.77779 0.00000 0.41657 0.41657 — 1,659.46 1,659.46 0.02729 0.01170 1.92138 1,665.54 Vendor 0.04049 0.03000 1.21240 0.33064 0.00721 0.01443 0.27327 0.28770 0.01443 0.07553 0.08996 — 961.601 961.601 0.00967 0.14278 0.73231 1,005.12 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.08417 0.08204 0.05920 1.00025 0.00000 0.00000 0.32445 0.32445 0.00000 0.07602 0.07602 — 274.742 274.742 0.00452 0.00194 0.31811 275.750 Vendor 0.00739 0.00547 0.22126 0.06034 0.00132 0.00263 0.04987 0.05250 0.00263 0.01378 0.01642 — 159.204 159.204 0.00160 0.02364 0.12124 166.410 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.6. Building Construction (2030)
Attachment 7 Exhibit A
1016
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3.6.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.12372 0.94034 8.39196 12.8848 0.02340 0.26012 — 0.26012 0.23931 — 0.23931 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.80266 0.67167 5.99426 9.20340 0.01671 0.18580 — 0.18580 0.17093 — 0.17093 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.14649 0.12258 1.09395 1.67962 0.00305 0.03391 — 0.03391 0.03120 — 0.03120 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.6.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.82342 0.81049 0.42627 11.5810 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,982.38 2,982.38 0.03234 0.01941 6.44162 2,995.41 Vendor 0.05657 0.03780 1.81811 0.52707 0.01197 0.02393 0.45530 0.47924 0.01197 0.12579 0.13776 — 1,542.95 1,542.95 0.01605 0.23688 2.44705 1,616.39 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.73933 0.71993 0.55110 8.32608 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,635.29 2,635.29 0.04528 0.01941 0.16666 2,642.37 Vendor 0.05113 0.03372 1.95572 0.54883 0.01197 0.02393 0.45530 0.47924 0.01197 0.12579 0.13776 — 1,544.10 1,544.10 0.01469 0.23688 0.06366 1,615.12 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.52810 0.51423 0.37979 6.14310 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,934.13 1,934.13 0.02772 0.01386 1.98407 1,940.93 Vendor 0.03944 0.02700 1.36722 0.38328 0.00855 0.01710 0.32385 0.34094 0.00855 0.08951 0.09806 — 1,102.45 1,102.45 0.01146 0.16920 0.75538 1,153.91 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.09638 0.09385 0.06931 1.12112 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 320.217 320.217 0.00459 0.00229 0.32849 321.344 Vendor 0.00720 0.00493 0.24952 0.06995 0.00156 0.00312 0.05910 0.06222 0.00156 0.01634 0.01790 — 182.523 182.523 0.00190 0.02801 0.12506 191.043 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.7. Building Construction (2031)

3.7.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
1018
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.09751 0.91839 8.11856 12.8454 0.02340 0.24323 — 0.24323 0.22377 — 0.22377 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.78393 0.65599 5.79897 9.17527 0.01671 0.17374 — 0.17374 0.15984 — 0.15984 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.14307 0.11972 1.05831 1.67449 0.00305 0.03171 — 0.03171 0.02917 — 0.02917 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.7.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Attachment 7 Exhibit A
1019
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Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.77814 0.76521 0.41980 11.0279 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,936.60 2,936.60 0.03234 0.01941 5.60831 2,948.80 Vendor 0.05657 0.03780 1.71938 0.51511 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,486.78 1,486.78 0.01469 0.22492 2.10480 1,556.28 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.70699 0.68759 0.53817 7.90628 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,594.96 2,594.96 0.04528 0.01941 0.14550 2,602.03 Vendor 0.05113 0.03372 1.85972 0.53550 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,488.01 1,488.01 0.01469 0.22492 0.05459 1,555.45 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.50037 0.48651 0.37517 5.86172 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,904.50 1,904.50 0.02772 0.01386 1.72898 1,911.06 Vendor 0.03846 0.02603 1.29865 0.37473 0.00855 0.00855 0.32385 0.33239 0.00855 0.08951 0.09806 — 1,062.35 1,062.35 0.01049 0.16066 0.65026 1,111.14 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.09132 0.08879 0.06847 1.06976 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 315.312 315.312 0.00459 0.00229 0.28625 316.397 Vendor 0.00702 0.00475 0.23700 0.06839 0.00156 0.00156 0.05910 0.06066 0.00156 0.01634 0.01790 — 175.885 175.885 0.00174 0.02660 0.10766 183.962 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.8. Building Construction (2032)

3.8.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1020
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Off-Roa
Equipment

1.07014 0.89545 7.87082 12.7872 0.02340 0.22400 — 0.22400 0.20608 — 0.20608 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.76648 0.64136 5.63741 9.15876 0.01676 0.16044 — 0.16044 0.14760 — 0.14760 — 1,716.71 1,716.71 0.06964 0.01393 — 1,722.60 Onsite
truck

0.13988 0.11705 1.02883 1.67147 0.00306 0.02928 — 0.02928 0.02694 — 0.02694 — 284.222 284.222 0.01153 0.00231 — 285.197 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.8.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Worker 0.75227 0.73933 0.41333 10.5803 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,895.25 2,895.25 0.03234 0.01941 4.84114 2,906.68 Vendor 0.05657 0.03916 1.64731 0.50314 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,432.18 1,432.18 0.01469 0.21295 1.76256 1,497.77 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.68112 0.66818 0.53170 7.59839 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,558.43 2,558.43 0.04528 0.01941 0.12539 2,565.47 Vendor 0.05113 0.03372 1.76507 0.52354 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,433.47 1,433.47 0.01469 0.21295 0.04586 1,497.34 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.48785 0.47858 0.30531 5.60954 0.00000 0.00000 2.11257 2.11257 0.00000 0.49502 0.49502 — 1,882.86 1,882.86 0.02780 0.01390 1.49687 1,889.19 Vendor 0.03857 0.02610 1.24201 0.36719 0.00857 0.00857 0.32473 0.33330 0.00857 0.08975 0.09833 — 1,026.17 1,026.17 0.01052 0.15252 0.54541 1,072.43 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.08903 0.08734 0.05572 1.02374 0.00000 0.00000 0.38554 0.38554 0.00000 0.09034 0.09034 — 311.729 311.729 0.00460 0.00230 0.24782 312.777 Vendor 0.00704 0.00476 0.22667 0.06701 0.00156 0.00156 0.05926 0.06083 0.00156 0.01638 0.01794 — 169.895 169.895 0.00174 0.02525 0.09030 177.554 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.9. Building Construction (2033)

3.9.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.04826 0.87711 7.66646 12.7788 0.02340 0.20357 — 0.20357 0.18729 — 0.18729 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Attachment 7 Exhibit A
1022
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Onsite
truck

1.04826 0.87711 7.66646 12.7788 0.02340 0.20357 — 0.20357 0.18729 — 0.18729 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.74875 0.62650 5.47604 9.12768 0.01671 0.14541 — 0.14541 0.13378 — 0.13378 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.13665 0.11434 0.99938 1.66580 0.00305 0.02654 — 0.02654 0.02441 — 0.02441 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.9.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.71993 0.71346 0.40686 10.2317 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,858.21 2,858.21 0.02587 0.01941 4.15333 2,868.80 Vendor 0.05657 0.03916 1.57796 0.49253 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,379.78 1,379.78 0.01469 0.21295 1.46310 1,445.07 Attachment 7 Exhibit A
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Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.65525 0.64231 0.43920 7.30343 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,525.67 2,525.67 0.03881 0.01941 0.10767 2,532.53 Vendor 0.05113 0.03372 1.69436 0.51293 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,381.13 1,381.13 0.01469 0.21295 0.03799 1,444.99 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.46803 0.45879 0.29985 5.40201 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,853.68 1,853.68 0.02310 0.01386 1.28492 1,859.67 Vendor 0.03846 0.02603 1.18811 0.35861 0.00855 0.00855 0.32385 0.33239 0.00855 0.08951 0.09806 — 985.963 985.963 0.01049 0.15211 0.45103 1,032.00 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.08542 0.08373 0.05472 0.98587 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 306.898 306.898 0.00382 0.00229 0.21273 307.890 Vendor 0.00702 0.00475 0.21683 0.06545 0.00156 0.00156 0.05910 0.06066 0.00156 0.01634 0.01790 — 163.237 163.237 0.00174 0.02518 0.07467 170.860 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.10. Building Construction (2034)

3.10.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.03154 0.86309 7.51935 12.7673 0.02340 0.19236 — 0.19236 0.17697 — 0.17697 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1024
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

1.03154 0.86309 7.51935 12.7673 0.02340 0.19236 — 0.19236 0.17697 — 0.17697 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.73681 0.61649 5.37096 9.11947 0.01671 0.13740 — 0.13740 0.12641 — 0.12641 — 1,712.03 1,712.03 0.06945 0.01389 — 1,717.90 Onsite
truck

0.13447 0.11251 0.98020 1.66430 0.00305 0.02508 — 0.02508 0.02307 — 0.02307 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.10.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.68759 0.67465 0.31436 9.79698 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,825.10 2,825.10 0.02587 0.01941 3.53165 2,835.06 Vendor 0.05657 0.03916 1.51921 0.49389 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,329.72 1,329.72 0.01469 0.20098 1.22695 1,391.21 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.63584 0.62290 0.43273 7.01494 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,496.37 2,496.37 0.03881 0.01941 0.09166 2,503.21 Vendor 0.05113 0.03372 1.63698 0.50097 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,331.12 1,331.12 0.01469 0.20098 0.03183 1,391.41 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.45417 0.44493 0.29523 5.20980 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,832.25 1,832.25 0.02310 0.01386 1.08652 1,838.05 Vendor 0.03846 0.02603 1.13760 0.35006 0.00855 0.00855 0.32385 0.33239 0.00855 0.08951 0.09806 — 950.220 950.220 0.01049 0.14356 0.37891 993.642 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.08289 0.08120 0.05388 0.95079 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 303.350 303.350 0.00382 0.00229 0.17989 304.310 Vendor 0.00702 0.00475 0.20761 0.06389 0.00156 0.00156 0.05910 0.06066 0.00156 0.01634 0.01790 — 157.320 157.320 0.00174 0.02377 0.06273 164.509 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.11. Building Construction (2035)

3.11.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.01288 0.84742 7.33637 12.6875 0.02340 0.17964 — 0.17964 0.16527 — 0.16527 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1026
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

1.01288 0.84742 7.33637 12.6875 0.02340 0.17964 — 0.17964 0.16527 — 0.16527 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.72348 0.60530 5.24026 9.06249 0.01671 0.12832 — 0.12832 0.11805 — 0.11805 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.13204 0.11047 0.95635 1.65391 0.00305 0.02342 — 0.02342 0.02154 — 0.02154 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.11.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.68112 0.66818 0.30789 9.55377 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,795.85 2,795.85 0.02587 0.01941 3.00256 2,805.28 Vendor 0.05657 0.03916 1.46183 0.48193 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,282.33 1,282.33 0.00272 0.18902 1.01647 1,339.74 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.63584 0.52394 0.42627 6.73939 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,470.47 2,470.47 0.03881 0.01941 0.07764 2,477.30 Vendor 0.05113 0.03508 1.56898 0.50097 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,283.77 1,283.77 0.00272 0.18902 0.02635 1,340.19 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.44493 0.43569 0.29523 5.02684 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,813.19 1,813.19 0.02310 0.01386 0.92401 1,818.82 Vendor 0.03846 0.02603 1.09759 0.35103 0.00855 0.00855 0.32385 0.33239 0.00855 0.08951 0.09806 — 916.380 916.380 0.00194 0.13501 0.31291 956.975 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.08120 0.07951 0.05388 0.91740 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 300.194 300.194 0.00382 0.00229 0.15298 301.126 Vendor 0.00702 0.00475 0.20031 0.06406 0.00156 0.00156 0.05910 0.06066 0.00156 0.01634 0.01790 — 151.717 151.717 0.00032 0.02235 0.05181 158.438 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.12. Building Construction (2036)

3.12.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.99338 0.83105 7.12086 12.6028 0.02340 0.16861 — 0.16861 0.15512 — 0.15512 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1028
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.99338 0.83105 7.12086 12.6028 0.02340 0.16861 — 0.16861 0.15512 — 0.15512 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.71150 0.59523 5.10027 9.02665 0.01676 0.12076 — 0.12076 0.11110 — 0.11110 — 1,716.72 1,716.72 0.06964 0.01393 — 1,722.61 Onsite
truck

0.12985 0.10863 0.93080 1.64736 0.00306 0.02204 — 0.02204 0.02028 — 0.02028 — 284.222 284.222 0.01153 0.00231 — 285.197 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.12.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.66818 0.65525 0.30789 9.31056 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,771.08 2,771.08 0.02587 0.01941 2.52639 2,780.04 Vendor 0.04460 0.03916 1.41641 0.47132 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,239.56 1,239.56 0.00272 0.18902 0.83165 1,296.79 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1029
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.61643 0.51100 0.41980 6.56280 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,448.51 2,448.51 0.03234 0.01941 0.06547 2,455.17 Vendor 0.03916 0.03508 1.52492 0.49036 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,241.05 1,241.05 0.00272 0.18902 0.02156 1,297.46 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.43688 0.36137 0.29141 4.85715 0.00000 0.00000 2.11257 2.11257 0.00000 0.49502 0.49502 — 1,802.05 1,802.05 0.02316 0.01390 0.78065 1,807.55 Vendor 0.03000 0.02610 1.05949 0.34342 0.00857 0.00857 0.32473 0.33330 0.00857 0.08975 0.09833 — 888.274 888.274 0.00195 0.13538 0.25739 928.924 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.07973 0.06595 0.05318 0.88643 0.00000 0.00000 0.38554 0.38554 0.00000 0.09034 0.09034 — 298.350 298.350 0.00384 0.00230 0.12924 299.261 Vendor 0.00547 0.00476 0.19336 0.06267 0.00156 0.00156 0.05926 0.06083 0.00156 0.01638 0.01794 — 147.064 147.064 0.00032 0.02241 0.04261 153.794 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.13. Building Construction (2037)

3.13.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.97854 0.81859 6.98661 12.4996 0.02340 0.15752 — 0.15752 0.14492 — 0.14492 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1030
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.97854 0.81859 6.98661 12.4996 0.02340 0.15752 — 0.15752 0.14492 — 0.14492 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.69896 0.58471 4.99044 8.92825 0.01671 0.11251 — 0.11251 0.10351 — 0.10351 — 1,712.03 1,712.03 0.06945 0.01389 — 1,717.90 Onsite
truck

0.12756 0.10671 0.91075 1.62941 0.00305 0.02053 — 0.02053 0.01889 — 0.01889 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.13.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.63584 0.53041 0.30143 9.08029 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,748.69 2,748.69 0.02587 0.01941 2.11634 2,757.23 Vendor 0.04460 0.03916 1.37371 0.47404 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,201.97 1,201.97 0.00272 0.18902 0.67080 1,259.03 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.59056 0.48513 0.41980 6.39268 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,428.66 2,428.66 0.03234 0.01941 0.05489 2,435.30 Vendor 0.03916 0.03508 1.48087 0.49308 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,203.49 1,203.49 0.00272 0.18902 0.01745 1,259.90 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.42645 0.35114 0.22454 4.73623 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,782.56 1,782.56 0.01848 0.01386 0.65285 1,787.81 Vendor 0.02992 0.02603 1.02610 0.34346 0.00855 0.00855 0.32385 0.33239 0.00855 0.08951 0.09806 — 859.003 859.003 0.00194 0.13501 0.20657 899.492 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.07783 0.06408 0.04098 0.86436 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 295.124 295.124 0.00306 0.00229 0.10809 295.992 Vendor 0.00546 0.00475 0.18726 0.06268 0.00156 0.00156 0.05910 0.06066 0.00156 0.01634 0.01790 — 142.218 142.218 0.00032 0.02235 0.03420 148.921 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.14. Building Construction (2038)

3.14.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.97116 0.81240 6.89314 12.4656 0.02340 0.15176 — 0.15176 0.13962 — 0.13962 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1032
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.97116 0.81240 6.89314 12.4656 0.02340 0.15176 — 0.15176 0.13962 — 0.13962 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.69369 0.58028 4.92367 8.90403 0.01671 0.10840 — 0.10840 0.09973 — 0.09973 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.12660 0.10590 0.89857 1.62499 0.00305 0.01978 — 0.01978 0.01820 — 0.01820 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.14.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.61643 0.51747 0.30143 8.85648 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,729.11 2,729.11 0.02587 0.01941 1.77244 2,737.31 Vendor 0.04460 0.03916 1.33237 0.46343 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,168.43 1,168.43 0.00272 0.17705 0.53561 1,221.79 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.57762 0.47219 0.41333 6.24197 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,411.36 2,411.36 0.03234 0.01941 0.04577 2,417.99 Vendor 0.03916 0.03508 1.44089 0.48247 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,169.98 1,169.98 0.00272 0.17705 0.01388 1,222.82 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.41259 0.33728 0.21992 4.63320 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,769.90 1,769.90 0.01848 0.01386 0.54515 1,775.03 Vendor 0.02992 0.02603 1.00512 0.33685 0.00855 0.00855 0.32385 0.33239 0.00855 0.08951 0.09806 — 835.056 835.056 0.00194 0.12647 0.16501 872.956 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.07530 0.06155 0.04014 0.84556 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 293.026 293.026 0.00306 0.00229 0.09026 293.877 Vendor 0.00546 0.00475 0.18343 0.06148 0.00156 0.00156 0.05910 0.06066 0.00156 0.01634 0.01790 — 138.253 138.253 0.00032 0.02094 0.02732 144.528 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.15. Building Construction (2039)

3.15.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.96216 0.80483 6.77581 12.4056 0.02340 0.14541 — 0.14541 0.13378 — 0.13378 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1034
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.96216 0.80483 6.77581 12.4056 0.02340 0.14541 — 0.14541 0.13378 — 0.13378 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.68726 0.57488 4.83987 8.86111 0.01671 0.10387 — 0.10387 0.09556 — 0.09556 — 1,712.03 1,712.03 0.06945 0.01389 — 1,717.90 Onsite
truck

0.12542 0.10492 0.88328 1.61715 0.00305 0.01896 — 0.01896 0.01744 — 0.01744 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.15.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.59056 0.49160 0.30143 8.72517 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,712.46 2,712.46 0.01941 0.01941 1.46821 2,720.20 Vendor 0.04324 0.03780 1.30164 0.46479 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,138.61 1,138.61 0.00272 0.17705 0.42267 1,191.86 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.55822 0.45279 0.41333 6.09773 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,396.52 2,396.52 0.03234 0.01941 0.03809 2,403.15 Vendor 0.03916 0.03508 1.41015 0.48383 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,140.19 1,140.19 0.00272 0.17705 0.01095 1,193.03 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.39873 0.32342 0.21992 4.53940 0.00000 0.00000 2.10680 2.10680 0.00000 0.49366 0.49366 — 1,759.05 1,759.05 0.01848 0.01386 0.45350 1,764.09 Vendor 0.02992 0.02603 0.98316 0.33782 0.00855 0.00855 0.32385 0.33239 0.00855 0.08951 0.09806 — 813.766 813.766 0.00194 0.12647 0.13079 851.632 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.07277 0.05902 0.04014 0.82844 0.00000 0.00000 0.38449 0.38449 0.00000 0.09009 0.09009 — 291.230 291.230 0.00306 0.00229 0.07508 292.066 Vendor 0.00546 0.00475 0.17943 0.06165 0.00156 0.00156 0.05910 0.06066 0.00156 0.01634 0.01790 — 134.728 134.728 0.00032 0.02094 0.02165 140.997 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.16. Building Construction (2040)

3.16.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.95545 0.79919 6.70501 12.3875 0.02340 0.14145 — 0.14145 0.13014 — 0.13014 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1036
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.95545 0.79919 6.70501 12.3875 0.02340 0.14145 — 0.14145 0.13014 — 0.13014 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.68433 0.57241 4.80241 8.87247 0.01676 0.10131 — 0.10131 0.09321 — 0.09321 — 1,716.72 1,716.72 0.06964 0.01393 — 1,722.61 Onsite
truck

0.12489 0.10447 0.87644 1.61923 0.00306 0.01849 — 0.01849 0.01701 — 0.01701 — 284.222 284.222 0.01153 0.00231 — 285.197 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.16.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.55822 0.45925 0.29496 8.51431 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,698.17 2,698.17 0.01941 0.01941 1.22087 2,705.66 Vendor 0.04324 0.03916 1.28423 0.46751 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,111.81 1,111.81 0.00272 0.16508 0.32855 1,161.41 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.53881 0.43338 0.32083 5.95995 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,383.85 2,383.85 0.03234 0.01941 0.03161 2,390.48 Vendor 0.04052 0.03508 1.38078 0.48519 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,113.42 1,113.42 0.00272 0.16508 0.00854 1,162.70 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.38592 0.31041 0.21589 4.45779 0.00000 0.00000 2.11257 2.11257 0.00000 0.49502 0.49502 — 1,754.54 1,754.54 0.01853 0.01390 0.37706 1,759.53 Vendor 0.03000 0.02708 0.96482 0.34070 0.00857 0.00857 0.32473 0.33330 0.00857 0.08975 0.09833 — 796.813 796.813 0.00195 0.11824 0.10185 832.199 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.07043 0.05665 0.03940 0.81355 0.00000 0.00000 0.38554 0.38554 0.00000 0.09034 0.09034 — 290.485 290.485 0.00307 0.00230 0.06243 291.310 Vendor 0.00547 0.00494 0.17608 0.06218 0.00156 0.00156 0.05926 0.06083 0.00156 0.01638 0.01794 — 131.921 131.921 0.00032 0.01958 0.01686 137.780 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.17. Building Construction (2041)

3.17.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.95056 0.79508 6.64779 12.3397 0.02340 0.13704 — 0.13704 0.12608 — 0.12608 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Attachment 7 Exhibit A
1038
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Onsite 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 truck
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02604 0.02178 0.18213 0.33807 0.00064 0.00375 — 0.00375 0.00345 — 0.00345 — 65.6667 65.6667 0.00266 0.00053 — 65.8921 Onsite
truck

0.00475 0.00398 0.03324 0.06170 0.00012 0.00069 — 0.00069 0.00063 — 0.00063 — 10.8719 10.8719 0.00044 0.00009 — 10.9092 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.17.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.42691 0.41398 0.31436 5.92114 0.00000 0.00000 2.96436 2.96436 0.00000 0.69484 0.69484 — 2,373.08 2,373.08 0.02587 0.01941 0.02619 2,379.53 Vendor 0.04052 0.03508 1.35277 0.47458 0.01197 0.01197 0.45530 0.46727 0.01197 0.12579 0.13776 — 1,089.43 1,089.43 0.00272 0.16508 0.00662 1,138.70 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01388 0.01099 0.00826 0.16963 0.00000 0.00000 0.08081 0.08081 0.00000 0.01894 0.01894 — 66.8114 66.8114 0.00071 0.00053 0.01196 66.9995 Vendor 0.00115 0.00104 0.03614 0.01274 0.00033 0.00033 0.01242 0.01275 0.00033 0.00343 0.00376 — 29.8214 29.8214 0.00007 0.00452 0.00301 31.1741 Attachment 7 Exhibit A
1039
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Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00253 0.00201 0.00151 0.03096 0.00000 0.00000 0.01475 0.01475 0.00000 0.00346 0.00346 — 11.0614 11.0614 0.00012 0.00009 0.00198 11.0925 Vendor 0.00021 0.00019 0.00660 0.00233 0.00006 0.00006 0.00227 0.00233 0.00006 0.00063 0.00069 — 4.93728 4.93728 0.00001 0.00075 0.00050 5.16123 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.18. Paving (2028)

3.18.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.81550 0.68524 6.62754 9.90989 0.01395 0.25554 — 0.25554 0.23510 — 0.23510 — 1,511.03 1,511.03 0.06129 0.01226 — 1,516.22 Paving 0.05716 0.05716 — — — — — — — — — — — — — — — —
Onsite
truck

0.40057 0.33659 3.25540 4.86767 0.00685 0.12552 — 0.12552 0.11548 — 0.11548 — 742.209 742.209 0.03011 0.00602 — 744.756 Paving 0.02808 0.02808 — — — — — — — — — — — — — — — —
Onsite
truck

0.07310 0.06143 0.59411 0.88835 0.00125 0.02291 — 0.02291 0.02107 — 0.02107 — 122.881 122.881 0.00498 0.00100 — 123.303 Paving 0.00512 0.00512 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.18.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05046 0.04474 0.02718 0.65907 0.00000 0.00000 0.15155 0.15155 0.00000 0.03552 0.03552 — 157.800 157.800 0.00198 0.00099 0.42806 158.573 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04077 0.03945 0.03357 0.47464 0.00000 0.00000 0.15155 0.15155 0.00000 0.03552 0.03552 — 139.408 139.408 0.00265 0.00572 0.01109 141.191 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.02019 0.01970 0.01600 0.24073 0.00000 0.00000 0.07407 0.07407 0.00000 0.01736 0.01736 — 70.3612 70.3612 0.00114 0.00049 0.09068 70.6256 Attachment 7 Exhibit A
1041
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00368 0.00360 0.00292 0.04393 0.00000 0.00000 0.01352 0.01352 0.00000 0.00317 0.00317 — 11.6491 11.6491 0.00019 0.00008 0.01501 11.6929 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.19. Paving (2029)

3.19.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.80047 0.67262 6.45817 9.91841 0.01395 0.23904 — 0.23904 0.21992 — 0.21992 — 1,510.63 1,510.63 0.06128 0.01226 — 1,515.81 Paving 0.05716 0.05716 — — — — — — — — — — — — — — — —
Onsite
truck

0.08929 0.07503 0.72038 1.10636 0.00156 0.02666 — 0.02666 0.02453 — 0.02453 — 168.504 168.504 0.00684 0.00137 — 169.082 Paving 0.00638 0.00638 — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1042
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Onsite 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 truck
Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01630 0.01369 0.13147 0.20191 0.00028 0.00487 — 0.00487 0.00448 — 0.00448 — 27.8978 27.8978 0.00113 0.00023 — 27.9935 Paving 0.00116 0.00116 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.19.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.03912 0.03813 0.03323 0.45252 0.00000 0.00000 0.15155 0.15155 0.00000 0.03552 0.03552 — 136.991 136.991 0.00265 0.00099 0.00981 137.363 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00436 0.00425 0.00307 0.05186 0.00000 0.00000 0.01682 0.01682 0.00000 0.00394 0.00394 — 15.7008 15.7008 0.00026 0.00011 0.01818 15.7584 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00080 0.00078 0.00056 0.00946 0.00000 0.00000 0.00307 0.00307 0.00000 0.00072 0.00072 — 2.59944 2.59944 0.00004 0.00002 0.00301 2.60898 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.20. Architectural Coating (2029)

3.20.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.12385 0.10236 0.79416 1.11216 0.00173 0.01284 — 0.01284 0.01181 — 0.01181 — 133.510 133.510 0.00542 0.00108 — 133.968 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.12385 0.10236 0.79416 1.11216 0.00173 0.01284 — 0.01284 0.01181 — 0.01181 — 133.510 133.510 0.00542 0.00108 — 133.968 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1044
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Off-Roa 0.07126 0.05889 0.45691 0.63987 0.00099 0.00739 — 0.00739 0.00680 — 0.00680 — 76.8138 76.8138 0.00312 0.00062 — 77.0774 d
Equipm
ent
Architect
ural
Coating
s

1.33700 1.33700 — — — — — — — — — — — — — — — —
Onsite
truck

0.01300 0.01075 0.08339 0.11678 0.00018 0.00135 — 0.00135 0.00124 — 0.00124 — 12.7174 12.7174 0.00052 0.00010 — 12.7610 Architect
ural
Coating
s

0.24400 0.24400 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.20.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.17245 0.16986 0.10505 2.44659 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 606.547 606.547 0.00776 0.00388 1.47615 609.374 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15304 0.14916 0.13001 1.77026 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 535.911 535.911 0.01035 0.00388 0.03836 537.364 Attachment 7 Exhibit A
1045
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.08805 0.08582 0.06193 1.04634 0.00000 0.00000 0.33940 0.33940 0.00000 0.07953 0.07953 — 316.805 316.805 0.00521 0.00223 0.36681 317.968 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01607 0.01566 0.01130 0.19096 0.00000 0.00000 0.06194 0.06194 0.00000 0.01451 0.01451 — 52.4507 52.4507 0.00086 0.00037 0.06073 52.6432 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.21. Architectural Coating (2030)

3.21.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.11905 0.09839 0.78473 1.10719 0.00173 0.01097 — 0.01097 0.01009 — 0.01009 — 133.513 133.513 0.00542 0.00108 — 133.971 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.11905 0.09839 0.78473 1.10719 0.00173 0.01097 — 0.01097 0.01009 — 0.01009 — 133.513 133.513 0.00542 0.00108 — 133.971 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.08504 0.07028 0.56052 0.79085 0.00123 0.00783 — 0.00783 0.00721 — 0.00721 — 95.3663 95.3663 0.00387 0.00077 — 95.6936 Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01552 0.01283 0.10229 0.14433 0.00022 0.00143 — 0.00143 0.00132 — 0.00132 — 15.7890 15.7890 0.00064 0.00013 — 15.8432 Architect
ural
Coating
s

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.21.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.16468 0.16210 0.08525 2.31619 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 596.476 596.476 0.00647 0.00388 1.28832 599.082 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.14787 0.14399 0.11022 1.66522 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 527.057 527.057 0.00906 0.00388 0.03333 528.474 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.10562 0.10285 0.07596 1.22862 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 386.825 386.825 0.00554 0.00277 0.39681 388.187 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01928 0.01877 0.01386 0.22422 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 64.0434 64.0434 0.00092 0.00046 0.06570 64.2688 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.22. Architectural Coating (2031)

3.22.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1048
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Off-Roa 0.11542 0.09539 0.77690 1.10346 0.00173 0.00943 — 0.00943 0.00867 — 0.00867 — 133.518 133.518 0.00542 0.00108 — 133.976 d
Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.11542 0.09539 0.77690 1.10346 0.00173 0.00943 — 0.00943 0.00867 — 0.00867 — 133.518 133.518 0.00542 0.00108 — 133.976 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.08245 0.06814 0.55493 0.78819 0.00123 0.00673 — 0.00673 0.00619 — 0.00619 — 95.3697 95.3697 0.00387 0.00077 — 95.6970 Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01505 0.01244 0.10127 0.14384 0.00023 0.00123 — 0.00123 0.00113 — 0.00113 — 15.7895 15.7895 0.00064 0.00013 — 15.8437 Attachment 7 Exhibit A
1049
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Architect
Coatings

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.22.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15563 0.15304 0.08396 2.20558 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 587.320 587.320 0.00647 0.00388 1.12166 589.760 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.14140 0.13752 0.10763 1.58126 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 518.993 518.993 0.00906 0.00388 0.02910 520.405 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.10007 0.09730 0.07503 1.17234 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 380.901 380.901 0.00554 0.00277 0.34580 382.211 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01826 0.01776 0.01369 0.21395 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 63.0624 63.0624 0.00092 0.00046 0.05725 63.2794 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.23. Architectural Coating (2032)

3.23.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.11264 0.09309 0.77005 1.10069 0.00173 0.00813 — 0.00813 0.00748 — 0.00748 — 133.504 133.504 0.00542 0.00108 — 133.962 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.11264 0.09309 0.77005 1.10069 0.00173 0.00813 — 0.00813 0.00748 — 0.00748 — 133.504 133.504 0.00542 0.00108 — 133.962 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1051
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Off-Roa 0.08067 0.06667 0.55154 0.78836 0.00124 0.00582 — 0.00582 0.00536 — 0.00536 — 95.6210 95.6210 0.00388 0.00078 — 95.9492 d
Equipm
ent
Architect
ural
Coating
s

1.66443 1.66443 — — — — — — — — — — — — — — — —
Onsite
truck

0.01472 0.01217 0.10066 0.14388 0.00023 0.00106 — 0.00106 0.00098 — 0.00098 — 15.8312 15.8312 0.00064 0.00013 — 15.8855 Architect
ural
Coating
s

0.30376 0.30376 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.23.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.15045 0.14787 0.08267 2.11606 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 579.050 579.050 0.00647 0.00388 0.96823 581.337 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.13622 0.13364 0.10634 1.51968 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 511.687 511.687 0.00906 0.00388 0.02508 513.095 Attachment 7 Exhibit A
1052
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.09757 0.09572 0.06106 1.12191 0.00000 0.00000 0.42251 0.42251 0.00000 0.09900 0.09900 — 376.572 376.572 0.00556 0.00278 0.29937 377.838 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01781 0.01747 0.01114 0.20475 0.00000 0.00000 0.07711 0.07711 0.00000 0.01807 0.01807 — 62.3458 62.3458 0.00092 0.00046 0.04956 62.5555 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.24. Architectural Coating (2033)

3.24.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.11071 0.09150 0.76425 1.09943 0.00173 0.00705 — 0.00705 0.00649 — 0.00649 — 133.516 133.516 0.00542 0.00108 — 133.975 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.11071 0.09150 0.76425 1.09943 0.00173 0.00705 — 0.00705 0.00649 — 0.00649 — 133.516 133.516 0.00542 0.00108 — 133.975 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.07908 0.06536 0.54590 0.78531 0.00123 0.00504 — 0.00504 0.00463 — 0.00463 — 95.3689 95.3689 0.00387 0.00077 — 95.6962 Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01443 0.01193 0.09963 0.14332 0.00023 0.00092 — 0.00092 0.00085 — 0.00085 — 15.7894 15.7894 0.00064 0.00013 — 15.8436 Architect
ural
Coating
s

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.24.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.14399 0.14269 0.08137 2.04633 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 571.643 571.643 0.00517 0.00388 0.83067 573.760 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.13105 0.12846 0.08784 1.46069 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 505.133 505.133 0.00776 0.00388 0.02153 506.505 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.09361 0.09176 0.05997 1.08040 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 370.736 370.736 0.00462 0.00277 0.25698 371.935 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01708 0.01675 0.01094 0.19717 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 61.3796 61.3796 0.00076 0.00046 0.04255 61.5780 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.25. Architectural Coating (2034)

3.25.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1055
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Off-Roa 0.10951 0.09051 0.75958 1.09901 0.00173 0.00621 — 0.00621 0.00571 — 0.00571 — 133.530 133.530 0.00542 0.00108 — 133.989 d
Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.10951 0.09051 0.75958 1.09901 0.00173 0.00621 — 0.00621 0.00571 — 0.00571 — 133.530 133.530 0.00542 0.00108 — 133.989 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.07822 0.06465 0.54256 0.78501 0.00123 0.00444 — 0.00444 0.00408 — 0.00408 — 95.3788 95.3788 0.00387 0.00077 — 95.7061 Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01428 0.01180 0.09902 0.14326 0.00023 0.00081 — 0.00081 0.00074 — 0.00074 — 15.7911 15.7911 0.00064 0.00013 — 15.8452 Attachment 7 Exhibit A
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Architect
Coatings

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.25.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.13752 0.13493 0.06287 1.95940 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 565.020 565.020 0.00517 0.00388 0.70633 567.013 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.12717 0.12458 0.08655 1.40299 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 499.273 499.273 0.00776 0.00388 0.01833 500.642 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.09083 0.08899 0.05905 1.04196 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 366.450 366.450 0.00462 0.00277 0.21730 367.609 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01658 0.01624 0.01078 0.19016 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 60.6700 60.6700 0.00076 0.00046 0.03598 60.8619 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.26. Architectural Coating (2035)

3.26.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.10881 0.08993 0.75540 1.09844 0.00173 0.00555 — 0.00555 0.00511 — 0.00511 — 133.527 133.527 0.00542 0.00108 — 133.985 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.10881 0.08993 0.75540 1.09844 0.00173 0.00555 — 0.00555 0.00511 — 0.00511 — 133.527 133.527 0.00542 0.00108 — 133.985 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1058
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Off-Roa 0.07772 0.06424 0.53957 0.78460 0.00123 0.00397 — 0.00397 0.00365 — 0.00365 — 95.3764 95.3764 0.00387 0.00077 — 95.7037 d
Equipm
ent
Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01418 0.01172 0.09847 0.14319 0.00023 0.00072 — 0.00072 0.00067 — 0.00067 — 15.7907 15.7907 0.00064 0.00013 — 15.8448 Architect
ural
Coating
s

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.26.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.13622 0.13364 0.06158 1.91075 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 559.170 559.170 0.00517 0.00388 0.60051 561.057 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.12717 0.10479 0.08525 1.34788 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 494.095 494.095 0.00776 0.00388 0.01553 495.461 Attachment 7 Exhibit A
1059
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.08899 0.08714 0.05905 1.00537 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 362.637 362.637 0.00462 0.00277 0.18480 363.764 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01624 0.01590 0.01078 0.18348 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 60.0387 60.0387 0.00076 0.00046 0.03060 60.2252 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.27. Architectural Coating (2036)

3.27.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.10833 0.08953 0.75160 1.09720 0.00173 0.00502 — 0.00502 0.00462 — 0.00462 — 133.525 133.525 0.00542 0.00108 — 133.984 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.10833 0.08953 0.75160 1.09720 0.00173 0.00502 — 0.00502 0.00462 — 0.00462 — 133.525 133.525 0.00542 0.00108 — 133.984 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.07759 0.06412 0.53832 0.78586 0.00124 0.00360 — 0.00360 0.00331 — 0.00331 — 95.6367 95.6367 0.00388 0.00078 — 95.9649 Architect
ural
Coating
s

1.66443 1.66443 — — — — — — — — — — — — — — — —
Onsite
truck

0.01416 0.01170 0.09824 0.14342 0.00023 0.00066 — 0.00066 0.00060 — 0.00060 — 15.8337 15.8337 0.00064 0.00013 — 15.8881 Architect
ural
Coating
s

0.30376 0.30376 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.27.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
1061
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.13364 0.13105 0.06158 1.86211 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 554.216 554.216 0.00517 0.00388 0.50528 556.007 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.12329 0.10220 0.08396 1.31256 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 489.702 489.702 0.00647 0.00388 0.01309 491.034 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.08738 0.07227 0.05828 0.97143 0.00000 0.00000 0.42251 0.42251 0.00000 0.09900 0.09900 — 360.410 360.410 0.00463 0.00278 0.15613 361.510 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01595 0.01319 0.01064 0.17729 0.00000 0.00000 0.07711 0.07711 0.00000 0.01807 0.01807 — 59.6699 59.6699 0.00077 0.00046 0.02585 59.8521 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.28. Architectural Coating (2037)

3.28.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1062
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Off-Roa 0.10748 0.08882 0.74776 1.09309 0.00173 0.00460 — 0.00460 0.00423 — 0.00423 — 133.525 133.525 0.00542 0.00108 — 133.983 d
Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.10748 0.08882 0.74776 1.09309 0.00173 0.00460 — 0.00460 0.00423 — 0.00423 — 133.525 133.525 0.00542 0.00108 — 133.983 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.07677 0.06345 0.53412 0.78078 0.00123 0.00329 — 0.00329 0.00302 — 0.00302 — 95.3751 95.3751 0.00387 0.00077 — 95.7024 Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01401 0.01158 0.09748 0.14249 0.00023 0.00060 — 0.00060 0.00055 — 0.00055 — 15.7904 15.7904 0.00064 0.00013 — 15.8446 Attachment 7 Exhibit A
1063
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Architect
Coatings

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.28.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.12717 0.10608 0.06029 1.81606 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 549.737 549.737 0.00517 0.00388 0.42327 551.446 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11811 0.09703 0.08396 1.27854 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 485.731 485.731 0.00647 0.00388 0.01098 487.060 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.08529 0.07023 0.04491 0.94725 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 356.513 356.513 0.00370 0.00277 0.13057 357.562 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01557 0.01282 0.00820 0.17287 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 59.0248 59.0248 0.00061 0.00046 0.02162 59.1985 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1064
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3.29. Architectural Coating (2038)

3.29.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.10723 0.08862 0.74515 1.09197 0.00173 0.00430 — 0.00430 0.00396 — 0.00396 — 133.522 133.522 0.00542 0.00108 — 133.980 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.10723 0.08862 0.74515 1.09197 0.00173 0.00430 — 0.00430 0.00396 — 0.00396 — 133.522 133.522 0.00542 0.00108 — 133.980 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1065
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Off-Roa 0.07659 0.06330 0.53225 0.77998 0.00123 0.00307 — 0.00307 0.00283 — 0.00283 — 95.3729 95.3729 0.00387 0.00077 — 95.7002 d
Equipm
ent
Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01398 0.01155 0.09714 0.14235 0.00023 0.00056 — 0.00056 0.00052 — 0.00052 — 15.7901 15.7901 0.00064 0.00013 — 15.8443 Architect
ural
Coating
s

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.29.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.12329 0.10349 0.06029 1.77130 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 545.822 545.822 0.00517 0.00388 0.35449 547.463 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11552 0.09444 0.08267 1.24839 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 482.271 482.271 0.00647 0.00388 0.00915 483.598 Attachment 7 Exhibit A
1066
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.08252 0.06746 0.04398 0.92664 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 353.979 353.979 0.00370 0.00277 0.10903 355.007 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01506 0.01231 0.00803 0.16911 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 58.6053 58.6053 0.00061 0.00046 0.01805 58.7754 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.30. Architectural Coating (2039)

3.30.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.10738 0.08874 0.74340 1.09292 0.00173 0.00409 — 0.00409 0.00377 — 0.00377 — 133.512 133.512 0.00542 0.00108 — 133.970 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.10738 0.08874 0.74340 1.09292 0.00173 0.00409 — 0.00409 0.00377 — 0.00377 — 133.512 133.512 0.00542 0.00108 — 133.970 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.07670 0.06339 0.53100 0.78066 0.00123 0.00292 — 0.00292 0.00269 — 0.00269 — 95.3658 95.3658 0.00387 0.00077 — 95.6931 Architect
ural
Coating
s

1.65988 1.65988 — — — — — — — — — — — — — — — —
Onsite
truck

0.01400 0.01157 0.09691 0.14247 0.00022 0.00053 — 0.00053 0.00049 — 0.00049 — 15.7889 15.7889 0.00064 0.00013 — 15.8431 Architect
ural
Coating
s

0.30293 0.30293 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.30.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
1068
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.11811 0.09832 0.06029 1.74503 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 542.493 542.493 0.00388 0.00388 0.29364 544.040 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11164 0.09056 0.08267 1.21955 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 479.304 479.304 0.00647 0.00388 0.00762 480.629 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.07975 0.06468 0.04398 0.90788 0.00000 0.00000 0.42136 0.42136 0.00000 0.09873 0.09873 — 351.809 351.809 0.00370 0.00277 0.09070 352.819 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01455 0.01180 0.00803 0.16569 0.00000 0.00000 0.07690 0.07690 0.00000 0.01802 0.01802 — 58.2461 58.2461 0.00061 0.00046 0.01502 58.4131 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.31. Architectural Coating (2040)

3.31.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1069
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Off-Roa 0.10767 0.08898 0.74239 1.09462 0.00173 0.00396 — 0.00396 0.00364 — 0.00364 — 133.523 133.523 0.00542 0.00108 — 133.981 d
Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.10767 0.08898 0.74239 1.09462 0.00173 0.00396 — 0.00396 0.00364 — 0.00364 — 133.523 133.523 0.00542 0.00108 — 133.981 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.07712 0.06373 0.53173 0.78402 0.00124 0.00283 — 0.00283 0.00261 — 0.00261 — 95.6348 95.6348 0.00388 0.00078 — 95.9630 Architect
ural
Coating
s

1.66443 1.66443 — — — — — — — — — — — — — — — —
Onsite
truck

0.01407 0.01163 0.09704 0.14308 0.00023 0.00052 — 0.00052 0.00048 — 0.00048 — 15.8334 15.8334 0.00064 0.00013 — 15.8878 Attachment 7 Exhibit A
1070
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Architect
Coatings

0.30376 0.30376 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.31.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11164 0.09185 0.05899 1.70286 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 539.633 539.633 0.00388 0.00388 0.24417 541.131 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.10776 0.08668 0.06417 1.19199 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 476.771 476.771 0.00647 0.00388 0.00632 478.095 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.07718 0.06208 0.04318 0.89156 0.00000 0.00000 0.42251 0.42251 0.00000 0.09900 0.09900 — 350.909 350.909 0.00371 0.00278 0.07541 351.905 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01409 0.01133 0.00788 0.16271 0.00000 0.00000 0.07711 0.07711 0.00000 0.01807 0.01807 — 58.0970 58.0970 0.00061 0.00046 0.01249 58.2619 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1071
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3.32. Architectural Coating (2041)

3.32.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.10767 0.08898 0.74239 1.09462 0.00173 0.00396 — 0.00396 0.00364 — 0.00364 — 133.523 133.523 0.00542 0.00108 — 133.981 Architect
ural
Coating
s

2.32383 2.32383 — — — — — — — — — — — — — — — —
Onsite
truck

0.00590 0.00488 0.04068 0.05998 0.00009 0.00022 — 0.00022 0.00020 — 0.00020 — 7.31633 7.31633 0.00030 0.00006 — 7.34144 Architect
ural
Coating
s

0.12733 0.12733 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1072
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Off-Roa 0.00108 0.00089 0.00742 0.01095 0.00002 0.00004 — 0.00004 0.00004 — 0.00004 — 1.21130 1.21130 0.00005 0.00001 — 1.21546 d
Equipm
Architect
ural
Coating
s

0.02324 0.02324 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.32.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.08538 0.08280 0.06287 1.18423 0.00000 0.00000 0.59287 0.59287 0.00000 0.13897 0.13897 — 474.616 474.616 0.00517 0.00388 0.00524 475.907 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00555 0.00439 0.00330 0.06785 0.00000 0.00000 0.03232 0.03232 0.00000 0.00757 0.00757 — 26.7246 26.7246 0.00028 0.00021 0.00478 26.7998 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00101 0.00080 0.00060 0.01238 0.00000 0.00000 0.00590 0.00590 0.00000 0.00138 0.00138 — 4.42456 4.42456 0.00005 0.00004 0.00079 4.43701 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing

11.0029 10.0213 7.91486 128.282 0.34907 0.14559 36.0157 36.1613 0.13680 9.14198 9.27878 — 35,479.2 35,479.2 0.83228 1.15893 16.3165 35,861.7 City
Park

0.71969 0.63881 0.61735 10.6095 0.02979 0.01226 3.08997 3.10224 0.01153 0.78434 0.79586 — 3,027.62 3,027.62 0.06371 0.09344 1.39987 3,058.46 Condo/T
ownhou
se

6.59112 6.00310 4.74129 76.8455 0.20910 0.08721 21.5747 21.6620 0.08195 5.47638 5.55833 — 21,253.3 21,253.3 0.49857 0.69424 9.77415 21,482.4 Other
Asphalt
Surfaces

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Total 18.3137 16.6632 13.2735 215.737 0.58796 0.24506 60.6805 60.9255 0.23027 15.4027 15.6330 — 59,760.1 59,760.1 1.39456 1.94661 27.4905 60,402.6 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing

10.1666 9.19659 9.43623 99.3209 0.31649 0.14564 36.0157 36.1614 0.13684 9.14198 9.27882 — 32,184.1 32,184.1 0.88245 1.26764 0.42313 32,584.3 City
Park

0.66950 0.59094 0.73880 7.94302 0.02699 0.01227 3.08997 3.10224 0.01153 0.78434 0.79587 — 2,744.51 2,744.51 0.06506 0.10212 0.03630 2,776.60 Condo/T
ownhou
se

6.09015 5.50909 5.65265 59.4968 0.18959 0.08724 21.5747 21.6620 0.08197 5.47638 5.55835 — 19,279.4 19,279.4 0.52862 0.75936 0.25347 19,519.2 Attachment 7 Exhibit A
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Other
Asphalt
Surfaces

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Total 16.9262 15.2966 15.8277 166.761 0.53307 0.24514 60.6805 60.9256 0.23035 15.4027 15.6330 — 54,208.0 54,208.0 1.47614 2.12912 0.71291 54,880.1 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing

1.82453 1.65144 1.56889 18.2809 0.05769 0.02598 6.39410 6.42008 0.02441 1.62315 1.64757 — 5,321.08 5,321.08 0.13815 0.19709 1.14041 5,384.41 City
Park

0.06467 0.05708 0.06606 0.79703 0.00264 0.00118 0.29464 0.29582 0.00110 0.07480 0.07590 — 243.764 243.764 0.00557 0.00854 0.05255 246.502 Condo/T
ownhou
se

1.00097 0.90601 0.86072 10.0293 0.03165 0.01425 3.50792 3.52218 0.01339 0.89049 0.90389 — 2,919.25 2,919.25 0.07579 0.10813 0.62565 2,953.99 Other
Asphalt
Surfaces

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Total 2.89017 2.61453 2.49567 29.1073 0.09198 0.04141 10.1967 10.2381 0.03891 2.58844 2.62735 — 8,484.09 8,484.09 0.21951 0.31377 1.81862 8,584.90

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 1,615.22 1,615.22 0.26131 0.03167 — 1,631.19 City
Park
— — — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Condo/T
ownhou
se
— — — — — — — — — — — — 686.210 686.210 0.11101 0.01346 — 692.996 Attachment 7 Exhibit A
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Other
Asphalt
Surfaces
— — — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total — — — — — — — — — — — — 2,301.43 2,301.43 0.37232 0.04513 — 2,324.19 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 1,615.22 1,615.22 0.26131 0.03167 — 1,631.19 City
Park
— — — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Condo/T
ownhou
se
— — — — — — — — — — — — 686.210 686.210 0.11101 0.01346 — 692.996 Other
Asphalt
Surfaces
— — — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total — — — — — — — — — — — — 2,301.43 2,301.43 0.37232 0.04513 — 2,324.19 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 267.418 267.418 0.04326 0.00524 — 270.062 City
Park
— — — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Condo/T
ownhou
se
— — — — — — — — — — — — 113.610 113.610 0.01838 0.00223 — 114.733 Other
Asphalt
Surfaces
— — — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total — — — — — — — — — — — — 381.028 381.028 0.06164 0.00747 — 384.795

4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Attachment 7 Exhibit A
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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)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing

0.29137 0.14568 2.48988 1.05952 0.01589 0.20131 — 0.20131 0.20131 — 0.20131 — 3,160.47 3,160.47 0.27970 0.00595 — 3,169.24 City
Park

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Condo/T
ownhou
se

0.16328 0.08164 1.39532 0.59375 0.00891 0.11281 — 0.11281 0.11281 — 0.11281 — 1,771.11 1,771.11 0.15674 0.00333 — 1,776.03 Other
Asphalt
Surfaces

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.45465 0.22733 3.88520 1.65328 0.02480 0.31412 — 0.31412 0.31412 — 0.31412 — 4,931.58 4,931.58 0.43644 0.00929 — 4,945.26 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing

0.29137 0.14568 2.48988 1.05952 0.01589 0.20131 — 0.20131 0.20131 — 0.20131 — 3,160.47 3,160.47 0.27970 0.00595 — 3,169.24 City
Park

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Condo/T
ownhou
se

0.16328 0.08164 1.39532 0.59375 0.00891 0.11281 — 0.11281 0.11281 — 0.11281 — 1,771.11 1,771.11 0.15674 0.00333 — 1,776.03 Other
Asphalt
Surfaces

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.45465 0.22733 3.88520 1.65328 0.02480 0.31412 — 0.31412 0.31412 — 0.31412 — 4,931.58 4,931.58 0.43644 0.00929 — 4,945.26 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing

0.05317 0.02659 0.45440 0.19336 0.00290 0.03674 — 0.03674 0.03674 — 0.03674 — 523.252 523.252 0.04631 0.00099 — 524.703 Attachment 7 Exhibit A
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City
Park

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Condo/T
ownhou
se

0.02980 0.01490 0.25465 0.10836 0.00163 0.02059 — 0.02059 0.02059 — 0.02059 — 293.228 293.228 0.02595 0.00055 — 294.041 Other
Asphalt
Surfaces

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.08297 0.04149 0.70905 0.30172 0.00453 0.05733 — 0.05733 0.05733 — 0.05733 — 816.480 816.480 0.07226 0.00154 — 818.745

4.3. Area Emissions by Source

4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Hearths 261.845 243.707 7.41529 390.835 0.77420 53.7229 — 53.7229 52.9740 — 52.9740 6,008.75 3,568.97 9,577.72 18.0410 0.29307 — 10,116.1 Consum
er
Product
s

21.4902 21.4902 — — — — — — — — — — — — — — — —
Architect
ural
Coating
s

1.97367 1.97367 — — — — — — — — — — — — — — — —
Landsca
pe
Equipm
ent

3.00114 2.84192 0.30220 32.9005 0.00142 0.01463 — 0.01463 0.01108 — 0.01108 — 87.5235 87.5235 0.00366 0.00073 — 87.8314 Total 288.310 270.013 7.71749 423.735 0.77562 53.7375 — 53.7375 52.9851 — 52.9851 6,008.75 3,656.50 9,665.24 18.0447 0.29379 — 10,203.9 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Hearths 261.845 243.707 7.41529 390.835 0.77420 53.7229 — 53.7229 52.9740 — 52.9740 6,008.75 3,568.97 9,577.72 18.0410 0.29307 — 10,116.1 Consum
er
Product
s

21.4902 21.4902 — — — — — — — — — — — — — — — —
Architect
ural
Coating
s

1.97367 1.97367 — — — — — — — — — — — — — — — —
Total 285.309 267.171 7.41529 390.835 0.77420 53.7229 — 53.7229 52.9740 — 52.9740 6,008.75 3,568.97 9,577.72 18.0410 0.29307 — 10,116.1 Annual — — — — — — — — — — — — — — — — — —
Hearths 10.7356 9.99198 0.30403 16.0242 0.03174 2.20264 — 2.20264 2.17193 — 2.17193 223.493 132.747 356.240 0.67103 0.01090 — 376.264 Consum
er
Product
s

3.92197 3.92197 — — — — — — — — — — — — — — — —
Architect
ural
Coating
s

0.36019 0.36019 — — — — — — — — — — — — — — — —
Landsca
pe
Equipm
ent

0.27010 0.25577 0.02720 2.96105 0.00013 0.00132 — 0.00132 0.00100 — 0.00100 — 7.14601 7.14601 0.00030 0.00006 — 7.17115 Total 15.2879 14.5299 0.33122 18.9853 0.03187 2.20396 — 2.20396 2.17293 — 2.17293 223.493 139.893 363.386 0.67133 0.01096 — 383.435

4.4. Water Emissions by Land Use

4.4.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Single
Family
Housing
——————————— 21.3502 69.8160 91.1661 2.20051 0.05338— 162.087 City
Park
——————————— 0.00000 78.1808 78.1808 0.01265 0.00153— 78.9538 Condo/T
ownhou
se
——————————— 14.9892 18.7248 33.7140 1.54000 0.03689— 83.2058 Other
Asphalt
Surfaces
——————————— 0.00000 0.00000 0.00000 0.00000 0.00000— 0.00000 Total——————————— 36.3394 166.722 203.061 3.75316 0.09180— 324.247 Daily,
Winter
(Max)
——————————————————
Single
Family
Housing
——————————— 21.3502 69.8160 91.1661 2.20051 0.05338— 162.087 City
Park
——————————— 0.00000 78.1808 78.1808 0.01265 0.00153— 78.9538 Condo/T
ownhou
se
——————————— 14.9892 18.7248 33.7140 1.54000 0.03689— 83.2058 Other
Asphalt
Surfaces
——————————— 0.00000 0.00000 0.00000 0.00000 0.00000— 0.00000 Total——————————— 36.3394 166.722 203.061 3.75316 0.09180— 324.247 Annual——————————————————
Single
Family
Housing
——————————— 3.53476 11.5588 15.0936 0.36432 0.00884— 26.8354 City
Park
——————————— 0.00000 12.9437 12.9437 0.00209 0.00025— 13.0717 Condo/T
ownhou
se
——————————— 2.48163 3.10011 5.58174 0.25496 0.00611— 13.7757 Attachment 7 Exhibit A
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Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total — — — — — — — — — — — 6.01639 27.6027 33.6191 0.62138 0.01520 — 53.6828

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 106.079 0.00000 106.079 10.6022 0.00000 — 371.134 City
Park
— — — — — — — — — — — 3.61057 0.00000 3.61057 0.36086 0.00000 — 12.6321 Condo/T
ownhou
se
— — — — — — — — — — — 94.8231 0.00000 94.8231 9.47723 0.00000 — 331.754 Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total — — — — — — — — — — — 204.513 0.00000 204.513 20.4403 0.00000 — 715.520 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 106.079 0.00000 106.079 10.6022 0.00000 — 371.134 City
Park
— — — — — — — — — — — 3.61057 0.00000 3.61057 0.36086 0.00000 — 12.6321 Attachment 7 Exhibit A
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Condo/T — — — — — — — — — — — 94.8231 0.00000 94.8231 9.47723 0.00000 — 331.754 ownhou
Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total — — — — — — — — — — — 204.513 0.00000 204.513 20.4403 0.00000 — 715.520 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 17.5626 0.00000 17.5626 1.75532 0.00000 — 61.4455 City
Park
— — — — — — — — — — — 0.59777 0.00000 0.59777 0.05975 0.00000 — 2.09140 Condo/T
ownhou
se
— — — — — — — — — — — 15.6990 0.00000 15.6990 1.56906 0.00000 — 54.9256 Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total — — — — — — — — — — — 33.8594 0.00000 33.8594 3.38413 0.00000 — 118.463

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 4.73444 4.73444
City
Park
— — — — — — — — — — — — — — — — 0.00000 0.00000
Attachment 7 Exhibit A
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Condo/T — — — — — — — — — — — — — — — — 1.80683 1.80683 Total — — — — — — — — — — — — — — — — 6.54127 6.54127
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 4.73444 4.73444
City
Park
— — — — — — — — — — — — — — — — 0.00000 0.00000
Condo/T
ownhou
se
— — — — — — — — — — — — — — — — 1.80683 1.80683
Total — — — — — — — — — — — — — — — — 6.54127 6.54127
Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 0.78384 0.78384
City
Park
— — — — — — — — — — — — — — — — 0.00000 0.00000
Condo/T
ownhou
se
— — — — — — — — — — — — — — — — 0.29914 0.29914
Total — — — — — — — — — — — — — — — — 1.08298 1.08298

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipm
ent
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.8. Stationary Emissions By Equipment Type

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

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated
Attachment 7 Exhibit A
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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipm
ent
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10. 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 — — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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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 — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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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 Site Preparation Site Preparation 9/1/2026 2/15/2027 5.00000 120.000 — Grading Grading 2/16/2027 4/24/2028 5.00000 310.000 —
Building Construction Building Construction 2/27/2029 1/14/2041 5.00000 3,100.00 — Attachment 7 Exhibit A
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Paving Paving 4/25/2028 2/26/2029 5.00000 220.000 —
Architectural Coating Architectural Coating 3/13/2029 1/28/2041 5.00000 3,100.00 —

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 Site Preparation Rubber Tired Dozers Diesel Average 3.00000 8.00000 367.000 0.40000 Site Preparation Tractors/Loaders/Back
hoes
Diesel Average 4.00000 8.00000 84.0000 0.37000
Grading Excavators Diesel Average 2.00000 8.00000 36.0000 0.38000 Grading Graders Diesel Average 1.000000 8.00000 148.000 0.41000 Grading Rubber Tired Dozers Diesel Average 1.000000 8.00000 367.000 0.40000 Grading Scrapers Diesel Average 2.00000 8.00000 423.000 0.48000 Grading Tractors/Loaders/Back
hoes
Diesel Average 2.00000 8.00000 84.0000 0.37000
Building Construction Cranes Diesel Average 1.000000 7.00000 367.000 0.29000 Building Construction Forklifts Diesel Average 3.00000 8.00000 82.0000 0.20000 Building Construction Generator Sets Diesel Average 1.000000 8.00000 14.0000 0.74000 Building Construction Tractors/Loaders/Back
hoes
Diesel Average 3.00000 7.00000 84.0000 0.37000
Building Construction Welders Diesel Average 1.000000 8.00000 46.0000 0.45000 Paving Pavers Diesel Average 2.00000 8.00000 81.0000 0.42000 Paving Paving Equipment Diesel Average 2.00000 8.00000 89.0000 0.36000 Paving Rollers Diesel Average 2.00000 8.00000 36.0000 0.38000 Architectural Coating Air Compressors Diesel Average 1.000000 6.00000 37.0000 0.48000

5.3. Construction Vehicles
Attachment 7 Exhibit A
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5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Site Preparation Worker 17.5000 14.3000 LDA,LDT1,LDT2
Site Preparation Vendor — 8.80000 HHDT,MHDT
Site Preparation Hauling 0.00000 20.0000 HHDT
Site Preparation Onsite truck — — HHDT
Grading Worker 20.0000 14.3000 LDA,LDT1,LDT2
Grading Vendor — 8.80000 HHDT,MHDT
Grading Hauling 0.00000 20.0000 HHDT
Grading Onsite truck — — HHDT
Building Construction Worker 293.400 14.3000 LDA,LDT1,LDT2 Building Construction Vendor 61.6813 8.80000 HHDT,MHDT
Building Construction Hauling 0.00000 20.0000 HHDT
Building Construction Onsite truck — — HHDT
Paving Worker 15.0000 14.3000 LDA,LDT1,LDT2
Paving Vendor — 8.80000 HHDT,MHDT
Paving Hauling 0.00000 20.0000 HHDT
Paving Onsite truck — — HHDT
Architectural Coating Worker 58.6800 14.3000 LDA,LDT1,LDT2 Architectural Coating Vendor — 8.80000 HHDT,MHDT
Architectural Coating Hauling 0.00000 20.0000 HHDT
Architectural Coating Onsite truck — — HHDT

5.4. Vehicles

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

Attachment 7 Exhibit A
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5.5. Architectural Coatings
Phase Name Residential Interior Area
Coated (sq ft)
Residential Exterior Area
Coated (sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 1,849,493 616,498 0.00000 0.00000 12,545.3

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation — — 180.000 0.00000 0.00000
Grading — — 930.000 0.00000 0.00000
Paving 0.00000 0.00000 0.00000 0.00000 8.53554

5.6.2. Construction Earthmoving Control Strategies
Non-applicable. No control strategies activated by user.

5.7. Construction Paving
Phase Name Land Use Area Paved (acres) % Asphalt
Paving Single Family Housing 3.73554 0%
Paving City Park 0.00000 0%
Paving Condo/Townhouse — 0%
Paving Other Asphalt Surfaces 4.80000 100%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2027 0.00000 203.983 0.03300 0.00400
2028 0.00000 203.983 0.03300 0.00400
Attachment 7 Exhibit A
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2029 0.00000 203.983 0.03300 0.00400
2030 0.00000 203.983 0.03300 0.00400
2031 0.00000 203.983 0.03300 0.00400
2032 0.00000 203.983 0.03300 0.00400
2033 0.00000 203.983 0.03300 0.00400
2034 0.00000 203.983 0.03300 0.00400
2035 0.00000 203.983 0.03300 0.00400
2036 0.00000 203.983 0.03300 0.00400
2037 0.00000 203.983 0.03300 0.00400
2038 0.00000 203.983 0.03300 0.00400
2039 0.00000 203.983 0.03300 0.00400
2040 0.00000 203.983 0.03300 0.00400
2041 0.00000 203.983 0.03300 0.00400
2026 0.00000 203.983 0.03300 0.00400

5.9. Operational Mobile Sources

5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Single Family
Housing
3,200.16 3,234.06 2,898.45 1,154,094 50,337.4 50,870.7 45,591.6 18,153,508 City Park 60.7620 152.684 170.601 32,698.5 1,554.46 3,906.09 4,364.45 836,520 Condo/Townhouse 1,742.16 1,937.32 1,494.64 633,158 27,403.6 30,473.4 23,510.2 9,959,365 Other Asphalt
Surfaces

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

5.10. Operational Area Sources

5.10.1. Hearths
Attachment 7 Exhibit A
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Land Use Hearth Type Unmitigated (number) Mitigated (number) Single Family Housing Wood Fireplaces 51 51
Single Family Housing Gas Fireplaces 170 170
Single Family Housing Propane Fireplaces 0 0
Single Family Housing Electric Fireplaces 0 0
Single Family Housing No Fireplaces 119 119
Single Family Housing Conventional Wood Stoves 17 17
Single Family Housing Catalytic Wood Stoves 17 17
Single Family Housing Non-Catalytic Wood Stoves 17 17
Single Family Housing Pellet Wood Stoves 0 0
City Park Wood Fireplaces 0 0
City Park Gas Fireplaces 0 0
City Park Propane Fireplaces 0 0
City Park Electric Fireplaces 0 0
City Park No Fireplaces 0 0
City Park Conventional Wood Stoves 0 0
City Park Catalytic Wood Stoves 0 0
City Park Non-Catalytic Wood Stoves 0 0
City Park Pellet Wood Stoves 0 0
Condo/Townhouse Wood Fireplaces 0 0
Condo/Townhouse Gas Fireplaces 71 71
Condo/Townhouse Propane Fireplaces 0 0
Condo/Townhouse Electric Fireplaces 0 0
Condo/Townhouse No Fireplaces 167 167
Condo/Townhouse Conventional Wood Stoves 0 0
Condo/Townhouse Catalytic Wood Stoves 0 0
Condo/Townhouse Non-Catalytic Wood Stoves 0 0
Condo/Townhouse Pellet Wood Stoves 0 0
Attachment 7 Exhibit A
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Other Asphalt Surfaces Wood Fireplaces 0 0
Other Asphalt Surfaces Gas Fireplaces 0 0
Other Asphalt Surfaces Propane Fireplaces 0 0
Other Asphalt Surfaces Electric Fireplaces 0 0
Other Asphalt Surfaces No Fireplaces 0 0
Other Asphalt Surfaces Conventional Wood Stoves 0 0
Other Asphalt Surfaces Catalytic Wood Stoves 0 0
Other Asphalt Surfaces Non-Catalytic Wood Stoves 0 0
Other Asphalt Surfaces Pellet Wood Stoves 0 0

5.10.2. Architectural Coatings
Residential Interior Area Coated (sq
ft)
Residential Exterior Area Coated (sq
ft)
Non-Residential Interior Area Coated
(sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
1,849,493 616,498 0.00000 0.00000 12,545.3

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00000
Summer Days day/yr 180.000

5.11. Operational Energy Consumption

5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Single Family Housing 2,890,215 203.983 0.0330 0.0040 9,861,519 City Park 0.00000 203.983 0.0330 0.0040 0.00000
Condo/Townhouse 1,227,881 203.983 0.0330 0.0040 5,526,347 Attachment 7 Exhibit A
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Other Asphalt Surfaces 0.00000 203.983 0.0330 0.0040 0.00000

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Single Family Housing 11,141,718 55,835,200
City Park 0.00000 86,757,719
Condo/Townhouse 7,822,209 5,586,348
Other Asphalt Surfaces 0.00000 0.00000

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Single Family Housing 196.829 0.00000
City Park 6.69940 0.00000
Condo/Townhouse 175.944 0.00000
Other Asphalt Surfaces 0.00000 0.00000

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
Land Use Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Single Family Housing Average room A/C &
Other residential A/C
and heat pumps
R-410A 2,088.00 0.00225 2.50000 2.50000 10.00000
Attachment 7 Exhibit A
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Single Family Housing Household R-134a 1,430.00 0.11538 0.60000 0.00000 1.000000 refrigerators and/or
freezers
City Park Other commercial A/C
and heat pumps
R-410A 2,088.00 0.00180 4.00000 4.00000 18.0000
City Park Stand-alone retail
refrigerators and
freezers
R-134a 1,430.00 0.03750 1.000000 0.00000 1.000000
Condo/Townhouse Average room A/C &
Other residential A/C
and heat pumps
R-410A 2,088.00 0.00225 2.50000 2.50000 10.00000
Condo/Townhouse Household
refrigerators and/or
freezers
R-134a 1,430.00 0.11538 0.60000 0.00000 1.000000

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres Attachment 7 Exhibit A
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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)

8. User Changes to Default Data

8.1. Justifications
Screen Justification
Land Use Lot acreage adjusted to represent overall acreage of the project site.

Construction: Construction Phases Demolition not required for the proposed project. Based on typical construction practices, architectural coating assumed to start two weeks after the start of building construction and last for the same number of days.

8.2. Project Characteristics

8.2.1. Project Details
Model Parameter Default Value New Value
City Unincorporated —

8.3. Land Use
Model Parameter Units Default Value New Value
Lot Area acre 110.065 76.2000
Attachment 7 Exhibit A
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Lot Area acre 14.8750 22.8000
Landscape Area sq. ft — 397,267

8.4. Construction

8.4.1. Construction Phases
Phase Type Phase Name Model Parameter Default Value New Value Site Preparation Site Preparation Start Date 6/9/2027 9/1/2026 Site Preparation Site Preparation End Date 11/24/2027 2/15/2027 Grading Grading Start Date 11/25/2027 2/16/2027
Grading Grading End Date 2/1/2029 4/24/2028
Building Construction Building Construction Start Date 2/2/2029 2/27/2029 Building Construction Building Construction End Date 12/21/2040 1/14/2041 Paving Paving Start Date 12/22/2040 4/25/2028
Paving Paving End Date 10/26/2041 2/26/2029
Architectural Coating Architectural Coating Start Date 10/27/2041 3/13/2029 Architectural Coating Architectural Coating End Date 8/31/2042 1/28/2041 Architectural Coating Architectural Coating Work Days per Phase 220.000 3,100.00 Attachment 7 Exhibit A
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Lincoln Village 7B Amendment Project - Proposed Project Custom 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 Year

2.2.1. Total Construction Emissions by Year, Unmitigated

2.2.2. Onsite Construction Emissions by Year, Unmitigated

2.2.3. Offsite Construction Emissions by Year, Unmitigated

2.3. Operations Emissions Compared Against Thresholds

2.4. Operations Emissions by Sector, Unmitigated

3. Construction Emissions Details

3.1. Site Preparation (2026)
Attachment 7 Exhibit A
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3.1.1. Onsite - Unmitigated

3.1.2. Offsite - Unmitigated

3.2. Site Preparation (2027)

3.2.1. Onsite - Unmitigated

3.2.2. Offsite - Unmitigated

3.3. Grading (2027)

3.3.1. Onsite - Unmitigated

3.3.2. Offsite - Unmitigated

3.4. Grading (2028)

3.4.1. Onsite - Unmitigated

3.4.2. Offsite - Unmitigated

3.5. Building Construction (2029)

3.5.1. Onsite - Unmitigated

3.5.2. Offsite - Unmitigated

3.6. Building Construction (2030)

3.6.1. Onsite - Unmitigated

3.6.2. Offsite - Unmitigated

3.7. Building Construction (2031)
Attachment 7 Exhibit A
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3.7.1. Onsite - Unmitigated

3.7.2. Offsite - Unmitigated

3.8. Building Construction (2032)

3.8.1. Onsite - Unmitigated

3.8.2. Offsite - Unmitigated

3.9. Building Construction (2033)

3.9.1. Onsite - Unmitigated

3.9.2. Offsite - Unmitigated

3.10. Building Construction (2034)

3.10.1. Onsite - Unmitigated

3.10.2. Offsite - Unmitigated

3.11. Building Construction (2035)

3.11.1. Onsite - Unmitigated

3.11.2. Offsite - Unmitigated

3.12. Building Construction (2036)

3.12.1. Onsite - Unmitigated

3.12.2. Offsite - Unmitigated

3.13. Building Construction (2037)
Attachment 7 Exhibit A
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3.13.1. Onsite - Unmitigated

3.13.2. Offsite - Unmitigated

3.14. Building Construction (2038)

3.14.1. Onsite - Unmitigated

3.14.2. Offsite - Unmitigated

3.15. Building Construction (2039)

3.15.1. Onsite - Unmitigated

3.15.2. Offsite - Unmitigated

3.16. Building Construction (2040)

3.16.1. Onsite - Unmitigated

3.16.2. Offsite - Unmitigated

3.17. Building Construction (2041)

3.17.1. Onsite - Unmitigated

3.17.2. Offsite - Unmitigated

3.18. Paving (2028)

3.18.1. Onsite - Unmitigated

3.18.2. Offsite - Unmitigated

3.19. Paving (2029)
Attachment 7 Exhibit A
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3.19.1. Onsite - Unmitigated

3.19.2. Offsite - Unmitigated

3.20. Architectural Coating (2029)

3.20.1. Onsite - Unmitigated

3.20.2. Offsite - Unmitigated

3.21. Architectural Coating (2030)

3.21.1. Onsite - Unmitigated

3.21.2. Offsite - Unmitigated

3.22. Architectural Coating (2031)

3.22.1. Onsite - Unmitigated

3.22.2. Offsite - Unmitigated

3.23. Architectural Coating (2032)

3.23.1. Onsite - Unmitigated

3.23.2. Offsite - Unmitigated

3.24. Architectural Coating (2033)

3.24.1. Onsite - Unmitigated

3.24.2. Offsite - Unmitigated

3.25. Architectural Coating (2034)
Attachment 7 Exhibit A
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3.25.1. Onsite - Unmitigated

3.25.2. Offsite - Unmitigated

3.26. Architectural Coating (2035)

3.26.1. Onsite - Unmitigated

3.26.2. Offsite - Unmitigated

3.27. Architectural Coating (2036)

3.27.1. Onsite - Unmitigated

3.27.2. Offsite - Unmitigated

3.28. Architectural Coating (2037)

3.28.1. Onsite - Unmitigated

3.28.2. Offsite - Unmitigated

3.29. Architectural Coating (2038)

3.29.1. Onsite - Unmitigated

3.29.2. Offsite - Unmitigated

3.30. Architectural Coating (2039)

3.30.1. Onsite - Unmitigated

3.30.2. Offsite - Unmitigated

3.31. Architectural Coating (2040)
Attachment 7 Exhibit A
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3.31.1. Onsite - Unmitigated

3.31.2. Offsite - Unmitigated

3.32. Architectural Coating (2041)

3.32.1. Onsite - Unmitigated

3.32.2. Offsite - Unmitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.3. Area Emissions by Source

4.3.1. Unmitigated

4.4. Water Emissions by Land Use

4.4.1. Unmitigated

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated

4.6. Refrigerant Emissions by Land Use
Attachment 7 Exhibit A
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4.6.1. Unmitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated

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

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.4. Vehicles
Attachment 7 Exhibit A
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5.4.1. Construction Vehicle Control Strategies

5.5. Architectural Coatings

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources

5.9.1. Unmitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.13. Operational Waste Generation
Attachment 7 Exhibit A
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5.13.1. Unmitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

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

8. User Changes to Default Data

8.1. Justifications
Attachment 7 Exhibit A
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8.2. Project Characteristics

8.2.1. Project Details

8.3. Land Use

8.4. Construction

8.4.1. Construction Phases
Attachment 7 Exhibit A
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1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name Lincoln Village 7B Amendment Project - Proposed Project Construction Start Date 9/1/2026
Operational Year 2041
Lead Agency City of Lincoln
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.30000
Precipitation (days) 7.80000
Location 38.87687999721343, -121.32629306847214
County Placer-Sacramento
City —
Air District Placer County APCD
Air Basin Sacramento Valley
TAZ 469
EDFZ 4
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.39

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
Single Family
Housing
188.000 Dwelling Unit 32.6000 366,600 2,202,017 — 491.000 — Attachment 7 Exhibit A
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City Park 63.1000 Acre 63.1000 0.00000 2,748,636 2,748,636 — — Condo/Townhouse 307.000 Dwelling Unit 34.0000 325,420 592,416 — 801.000 — Apartments Mid
Rise
740.000 Dwelling Unit 41.1000 710,400 716,126 — 1,931.00 — Office Park 20.0000 1000sqft 4.10000 20,000.0 71,438.0 — — — Other Asphalt
Surfaces

6.80000 Acre 6.80000 0.00000 0.00000 — — —

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. 7.95063 7.65594 29.2019 56.6158 0.06093 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 16,298.2 16,298.2 0.27030 0.60585 31.1484 16,516.7 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 7.61314 7.29953 29.2098 45.2156 0.06093 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 15,104.6 15,104.6 0.31306 0.60585 0.80973 15,293.8 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 5.33629 5.11633 18.5180 31.6366 0.04244 0.75663 7.86583 8.41298 0.69610 3.22345 3.91955 — 10,774.9 10,774.9 0.19233 0.43275 8.37537 10,917.1 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.97387 0.93373 3.37954 5.77368 0.00775 0.13809 1.43551 1.53537 0.12704 0.58828 0.71532 — 1,783.91 1,783.91 0.03184 0.07165 1.38664 1,807.45 Attachment 7 Exhibit A
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2.2. Construction Emissions by Year

2.2.1. Total Construction Emissions by Year, Unmitigated Includes both onsite and offsite emissions.

Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.80497 3.20070 29.2019 29.6623 0.04890 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 5,489.26 5,489.26 0.21761 0.04414 0.63115 5,508.49 2027 3.57527 3.00777 25.6172 28.2057 0.06093 1.04307 9.40566 10.4487 0.95962 3.70112 4.66074 — 6,812.84 6,812.84 0.27029 0.05485 0.64378 6,836.59 2028 3.49237 2.93768 24.3652 28.0476 0.06093 0.98510 9.40566 10.3908 0.90629 3.70112 4.60741 — 6,808.66 6,808.66 0.27030 0.05485 0.57074 6,832.34 2029 7.95063 7.65594 15.3297 56.6158 0.05137 0.34098 11.0366 11.3776 0.31790 2.62879 2.94669 — 16,298.2 16,298.2 0.26926 0.60585 31.1484 16,516.7 2030 7.75853 7.46951 14.6082 54.3633 0.05137 0.32358 11.0366 11.3602 0.27565 2.62879 2.90443 — 16,013.7 16,013.7 0.24735 0.60585 27.1801 16,227.6 2031 7.57536 7.29124 14.0885 52.4212 0.05137 0.27891 11.0366 11.3155 0.25869 2.62879 2.88748 — 15,735.5 15,735.5 0.24437 0.57960 23.6077 15,937.9 2032 7.45759 7.18137 13.6539 50.8183 0.05137 0.25837 11.0366 11.2949 0.23980 2.62879 2.86859 — 15,475.7 15,475.7 0.24437 0.55335 20.2592 15,667.0 2033 7.32427 7.07383 13.2697 49.6048 0.05137 0.23687 11.0366 11.2734 0.22002 2.62879 2.84881 — 15,235.4 15,235.4 0.22247 0.55335 17.2732 15,423.1 2034 7.19684 6.92740 12.6758 48.1239 0.05137 0.22482 11.0366 11.2614 0.20893 2.62879 2.83772 — 15,013.4 15,013.4 0.22247 0.52710 14.6501 15,190.7 2035 7.15558 6.88925 12.3409 47.1938 0.05137 0.21144 11.0366 11.2480 0.19663 2.62879 2.82541 — 14,810.4 14,810.4 0.19622 0.50085 12.3969 14,977.0 2036 7.06554 6.82867 12.0220 46.2610 0.05137 0.19988 11.0366 11.2365 0.18599 2.62879 2.81477 — 14,632.7 14,632.7 0.19622 0.50085 10.3790 14,797.3 2037 6.94034 6.39278 11.7683 45.3799 0.05137 0.18837 11.0366 11.2249 0.17540 2.62879 2.80418 — 14,474.4 14,474.4 0.19622 0.50085 8.63773 14,637.2 2038 6.86700 6.34257 11.5816 44.5638 0.05137 0.18231 11.0366 11.2189 0.16982 2.62879 2.79861 — 14,334.6 14,334.6 0.19622 0.47460 7.17667 14,488.1 2039 6.76755 6.24454 11.3951 44.0630 0.05137 0.17575 11.0366 11.2123 0.16379 2.62879 2.79258 — 14,212.8 14,212.8 0.17432 0.47460 5.89877 14,364.5 2040 6.65162 6.13260 11.2632 43.3386 0.05137 0.17166 11.0366 11.2082 0.16003 2.62879 2.78881 — 14,105.6 14,105.6 0.17432 0.44835 4.85476 14,248.4 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.79879 3.19375 29.2098 29.4332 0.04890 1.24251 19.8338 21.0763 1.14311 10.1439 11.2870 — 5,466.94 5,466.94 0.21838 0.05004 0.01633 5,487.33 2027 3.68679 3.09966 28.0179 28.8656 0.06093 1.17173 19.8338 21.0056 1.07799 10.1439 11.2219 — 6,787.81 6,787.81 0.27162 0.06160 0.01668 6,812.97 2028 3.47945 2.93063 24.3737 27.8017 0.06093 0.98510 9.40566 10.3908 0.90629 3.70112 4.60741 — 6,784.14 6,784.14 0.27118 0.06116 0.01479 6,809.16 Attachment 7 Exhibit A
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2029 7.61314 7.29953 16.0776 45.2156 0.05137 0.34098 11.0366 11.3776 0.31790 2.62879 2.94669 — 15,104.6 15,104.6 0.31306 0.60585 0.80973 15,293.8 2030 7.46186 7.15392 15.3328 43.3894 0.05137 0.32358 11.0366 11.3602 0.27565 2.62879 2.90443 — 14,840.9 14,840.9 0.28818 0.60585 0.70398 15,029.4 2031 7.32250 7.01946 14.7971 41.8955 0.05137 0.27891 11.0366 11.3155 0.25869 2.62879 2.88748 — 14,581.3 14,581.3 0.28818 0.57960 0.61242 14,761.9 2032 7.20473 6.92850 14.3130 40.7658 0.05137 0.25837 11.0366 11.2949 0.23980 2.62879 2.86859 — 14,338.0 14,338.0 0.28818 0.55335 0.52520 14,510.6 2033 7.09331 6.82096 13.6346 39.7340 0.05137 0.23687 11.0366 11.2734 0.22002 2.62879 2.84881 — 14,112.2 14,112.2 0.26627 0.55335 0.44792 14,284.2 2034 7.00969 6.74024 13.3350 38.7190 0.05137 0.22482 11.0366 11.2614 0.20893 2.62879 2.83772 — 13,903.3 13,903.3 0.26628 0.52710 0.38021 14,067.5 2035 6.99033 6.39186 12.9768 37.7056 0.05137 0.21144 11.0366 11.2480 0.19663 2.62879 2.82541 — 13,711.8 13,711.8 0.24003 0.50085 0.32072 13,867.4 2036 6.87839 6.33128 12.6389 36.9984 0.05137 0.19988 11.0366 11.2365 0.18599 2.62879 2.81477 — 13,543.7 13,543.7 0.21812 0.50085 0.26900 13,698.7 2037 6.77508 6.23051 12.4042 36.3210 0.05137 0.18837 11.0366 11.2249 0.17540 2.62879 2.80418 — 13,394.1 13,394.1 0.21812 0.50085 0.22416 13,549.0 2038 6.72365 6.18031 12.1985 35.7523 0.05137 0.18231 11.0366 11.2189 0.16982 2.62879 2.79861 — 13,262.0 13,262.0 0.21812 0.47460 0.18541 13,409.1 2039 6.64909 6.10716 12.0120 35.2077 0.05137 0.17575 11.0366 11.2123 0.16379 2.62879 2.79258 — 13,146.4 13,146.4 0.21812 0.47460 0.15302 13,293.5 2040 6.57994 6.03604 11.5626 34.7279 0.05137 0.17166 11.0366 11.2082 0.16003 2.62879 2.78881 — 13,044.8 13,044.8 0.21812 0.44835 0.12578 13,184.0 2041 6.19613 5.96622 11.4220 34.5254 0.05137 0.16725 11.0366 11.2038 0.15597 2.62879 2.78476 — 12,955.7 12,955.7 0.19622 0.44835 0.10321 13,094.3 Average
Daily
— — — — — — — — — — — — — — — — — —
2026 0.90686 0.76259 6.97339 7.03030 0.01168 0.29665 4.73506 5.03171 0.27292 2.42178 2.69469 — 1,306.33 1,306.33 0.05205 0.01186 0.06498 1,311.23 2027 2.55940 2.15200 18.5180 20.0603 0.04244 0.75663 7.65635 8.41298 0.69610 3.22345 3.91955 — 4,732.92 4,732.92 0.18891 0.04265 0.19524 4,750.55 2028 1.24368 1.05580 8.75638 11.3698 0.02057 0.34722 2.19057 2.53779 0.31944 0.85023 1.16967 — 2,340.48 2,340.48 0.09217 0.01885 0.14608 2,348.55 2029 4.58108 4.37857 10.1024 28.7180 0.03247 0.23184 6.59055 6.82239 0.21582 1.56952 1.78534 — 9,391.62 9,391.62 0.18174 0.36632 8.08136 9,513.41 2030 5.33629 5.11633 10.8398 31.6366 0.03669 0.23113 7.84434 8.07547 0.19689 1.86797 2.06486 — 10,774.9 10,774.9 0.19233 0.43275 8.37537 10,917.1 2031 5.21897 5.00251 10.4729 30.6343 0.03669 0.19922 7.84434 8.04356 0.18478 1.86797 2.05275 — 10,586.7 10,586.7 0.19020 0.41400 7.28100 10,722.1 2032 5.16460 4.96676 9.94717 29.7474 0.03679 0.18506 7.86583 8.05089 0.17176 1.87309 2.04485 — 10,439.0 10,439.0 0.19072 0.39633 6.26504 10,568.1 2033 5.07091 4.87638 9.64345 28.9918 0.03669 0.16920 7.84434 8.01354 0.15716 1.86797 2.02513 — 10,247.0 10,247.0 0.17455 0.39525 5.34032 10,374.5 2034 5.01118 4.81872 9.40860 28.3137 0.03669 0.16059 7.84434 8.00493 0.14924 1.86797 2.01721 — 10,096.1 10,096.1 0.17455 0.37650 4.51029 10,217.1 2035 4.96606 4.77583 9.18713 27.6389 0.03669 0.15103 7.84434 7.99537 0.14045 1.86797 2.00842 — 9,957.27 9,957.27 0.15580 0.35775 3.81524 10,071.6 2036 4.91518 4.52118 8.94938 27.0130 0.03680 0.14316 7.86583 8.00900 0.13321 1.87309 2.00630 — 9,862.86 9,862.86 0.15623 0.35873 3.20799 9,976.87 2037 4.85925 4.46814 8.53567 26.5001 0.03670 0.13455 7.84434 7.97889 0.12528 1.86797 1.99326 — 9,727.72 9,727.72 0.14016 0.35775 2.66379 9,840.50 2038 4.80687 4.41663 8.40537 26.1117 0.03670 0.13022 7.84434 7.97456 0.12130 1.86797 1.98928 — 9,632.29 9,632.29 0.14016 0.33900 2.20792 9,739.02 2039 4.75361 4.36439 8.27216 25.7540 0.03670 0.12554 7.84434 7.96988 0.11700 1.86797 1.98497 — 9,548.85 9,548.85 0.14016 0.33900 1.82252 9,655.20 Attachment 7 Exhibit A
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2040 4.71497 4.32755 8.18156 25.4987 0.03680 0.12295 7.86583 7.98878 0.11462 1.87309 1.98771 — 9,501.37 9,501.37 0.14054 0.32113 1.50020 9,602.09 2041 0.28672 0.26978 0.33470 1.09613 0.00145 0.00469 0.34648 0.35117 0.00437 0.08233 0.08671 — 402.338 402.338 0.00592 0.01261 0.05386 406.299 Annual — — — — — — — — — — — — — — — — — —
2026 0.16550 0.13917 1.27264 1.28303 0.00213 0.05414 0.86415 0.91829 0.04981 0.44197 0.49178 — 216.278 216.278 0.00862 0.00196 0.01076 217.089 2027 0.46709 0.39274 3.37954 3.66101 0.00775 0.13809 1.39728 1.53537 0.12704 0.58828 0.71532 — 783.589 783.589 0.03128 0.00706 0.03232 786.507 2028 0.22697 0.19268 1.59804 2.07498 0.00375 0.06337 0.39978 0.46315 0.05830 0.15517 0.21346 — 387.494 387.494 0.01526 0.00312 0.02418 388.830 2029 0.83605 0.79909 1.84368 5.24103 0.00593 0.04231 1.20278 1.24509 0.03939 0.28644 0.32582 — 1,554.89 1,554.89 0.03009 0.06065 1.33796 1,575.05 2030 0.97387 0.93373 1.97827 5.77368 0.00670 0.04218 1.43159 1.47377 0.03593 0.34091 0.37684 — 1,783.91 1,783.91 0.03184 0.07165 1.38664 1,807.45 2031 0.95246 0.91296 1.91130 5.59075 0.00670 0.03636 1.43159 1.46795 0.03372 0.34091 0.37463 — 1,752.74 1,752.74 0.03149 0.06854 1.20545 1,775.16 2032 0.94254 0.90643 1.81536 5.42891 0.00671 0.03377 1.43551 1.46929 0.03135 0.34184 0.37318 — 1,728.29 1,728.29 0.03158 0.06562 1.03725 1,749.67 2033 0.92544 0.88994 1.75993 5.29100 0.00670 0.03088 1.43159 1.46247 0.02868 0.34091 0.36959 — 1,696.51 1,696.51 0.02890 0.06544 0.88415 1,717.62 2034 0.91454 0.87942 1.71707 5.16724 0.00670 0.02931 1.43159 1.46090 0.02724 0.34091 0.36814 — 1,671.52 1,671.52 0.02890 0.06233 0.74673 1,691.56 2035 0.90631 0.87159 1.67665 5.04409 0.00670 0.02756 1.43159 1.45916 0.02563 0.34091 0.36654 — 1,648.54 1,648.54 0.02579 0.05923 0.63166 1,667.47 2036 0.89702 0.82512 1.63326 4.92987 0.00672 0.02613 1.43551 1.46164 0.02431 0.34184 0.36615 — 1,632.91 1,632.91 0.02587 0.05939 0.53112 1,651.79 2037 0.88681 0.81544 1.55776 4.83627 0.00670 0.02455 1.43159 1.45615 0.02286 0.34091 0.36377 — 1,610.54 1,610.54 0.02320 0.05923 0.44102 1,629.21 2038 0.87725 0.80604 1.53398 4.76539 0.00670 0.02377 1.43159 1.45536 0.02214 0.34091 0.36304 — 1,594.74 1,594.74 0.02320 0.05613 0.36555 1,612.41 2039 0.86753 0.79650 1.50967 4.70011 0.00670 0.02291 1.43159 1.45450 0.02135 0.34091 0.36226 — 1,580.92 1,580.92 0.02320 0.05613 0.30174 1,598.53 2040 0.86048 0.78978 1.49313 4.65351 0.00672 0.02244 1.43551 1.45795 0.02092 0.34184 0.36276 — 1,573.06 1,573.06 0.02327 0.05317 0.24838 1,589.73 2041 0.05233 0.04924 0.06108 0.20004 0.00027 0.00086 0.06323 0.06409 0.00080 0.01503 0.01582 — 66.6117 66.6117 0.00098 0.00209 0.00892 67.2674

2.2.2. Onsite Construction Emissions by Year, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.74146 3.14387 29.1635 28.8082 0.04890 1.24251 19.6570 20.8995 1.14311 10.1024 11.2456 — 5,297.94 5,297.94 0.21491 0.04298 0.00000 5,316.12 2027 3.50534 2.94546 25.5801 27.2816 0.06093 1.04307 9.20359 10.2467 0.95962 3.65375 4.61338 — 6,598.08 6,598.08 0.26765 0.05353 0.00000 6,620.72 2028 3.42509 2.87803 24.3289 27.1688 0.06093 0.98510 9.20359 10.1887 0.90629 3.65375 4.56005 — 6,598.26 6,598.26 0.26765 0.05353 0.00000 6,620.90 Attachment 7 Exhibit A
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2029 4.88063 4.67091 9.37581 14.0134 0.02512 0.28848 0.00000 0.28848 0.26540 0.00000 0.26540 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.03 2030 4.84619 4.64214 9.17669 13.9919 0.02512 0.27109 0.00000 0.27109 0.24940 0.00000 0.24940 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2031 4.81634 4.61719 8.89546 13.9488 0.02512 0.25266 0.00000 0.25266 0.23245 0.00000 0.23245 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2032 4.78618 4.59195 8.64086 13.8879 0.02512 0.23212 0.00000 0.23212 0.21355 0.00000 0.21355 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.02 2033 4.76238 4.57202 8.43072 13.8782 0.02512 0.21063 0.00000 0.21063 0.19378 0.00000 0.19378 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2034 4.74447 4.55701 8.27893 13.8663 0.02512 0.19857 0.00000 0.19857 0.18268 0.00000 0.18268 — 2,530.37 2,530.37 0.10264 0.02053 0.00000 2,539.05 2035 4.72510 4.54076 8.09177 13.7859 0.02512 0.18520 0.00000 0.18520 0.17038 0.00000 0.17038 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 2036 4.70512 4.52399 7.87246 13.7000 0.02512 0.17363 0.00000 0.17363 0.15974 0.00000 0.15974 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2037 4.68943 4.51083 7.73437 13.5926 0.02512 0.16212 0.00000 0.16212 0.14915 0.00000 0.14915 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2038 4.68180 4.50443 7.63829 13.5576 0.02512 0.15606 0.00000 0.15606 0.14358 0.00000 0.14358 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.04 2039 4.67296 4.49699 7.51921 13.4985 0.02512 0.14951 0.00000 0.14951 0.13754 0.00000 0.13754 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2040 4.66653 4.49158 7.44740 13.4821 0.02512 0.14541 0.00000 0.14541 0.13378 0.00000 0.13378 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2026 3.74146 3.14387 29.1635 28.8082 0.04890 1.24251 19.6570 20.8995 1.14311 10.1024 11.2456 — 5,297.94 5,297.94 0.21491 0.04298 0.00000 5,316.12 2027 3.63178 3.05170 27.9724 28.2794 0.06093 1.17173 19.6570 20.8287 1.07799 10.1024 11.1804 — 6,598.08 6,598.08 0.26765 0.05353 0.00000 6,620.72 2028 3.42509 2.87803 24.3289 27.1688 0.06093 0.98510 9.20359 10.1887 0.90629 3.65375 4.56005 — 6,598.26 6,598.26 0.26765 0.05353 0.00000 6,620.90 2029 4.88063 4.67091 9.37581 14.0134 0.02512 0.28848 0.00000 0.28848 0.26540 0.00000 0.26540 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.03 2030 4.84619 4.64214 9.17669 13.9919 0.02512 0.27109 0.00000 0.27109 0.24940 0.00000 0.24940 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2031 4.81634 4.61719 8.89546 13.9488 0.02512 0.25266 0.00000 0.25266 0.23245 0.00000 0.23245 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2032 4.78618 4.59195 8.64086 13.8879 0.02512 0.23212 0.00000 0.23212 0.21355 0.00000 0.21355 — 2,530.34 2,530.34 0.10264 0.02053 0.00000 2,539.02 2033 4.76238 4.57202 8.43072 13.8782 0.02512 0.21063 0.00000 0.21063 0.19378 0.00000 0.19378 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 2034 4.74447 4.55701 8.27893 13.8663 0.02512 0.19857 0.00000 0.19857 0.18268 0.00000 0.18268 — 2,530.37 2,530.37 0.10264 0.02053 0.00000 2,539.05 2035 4.72510 4.54076 8.09177 13.7859 0.02512 0.18520 0.00000 0.18520 0.17038 0.00000 0.17038 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 2036 4.70512 4.52399 7.87246 13.7000 0.02512 0.17363 0.00000 0.17363 0.15974 0.00000 0.15974 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2037 4.68943 4.51083 7.73437 13.5926 0.02512 0.16212 0.00000 0.16212 0.14915 0.00000 0.14915 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.05 2038 4.68180 4.50443 7.63829 13.5576 0.02512 0.15606 0.00000 0.15606 0.14358 0.00000 0.14358 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.04 2039 4.67296 4.49699 7.51921 13.4985 0.02512 0.14951 0.00000 0.14951 0.13754 0.00000 0.13754 — 2,530.35 2,530.35 0.10264 0.02053 0.00000 2,539.03 Attachment 7 Exhibit A
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2040 4.66653 4.49158 7.44740 13.4821 0.02512 0.14541 0.00000 0.14541 0.13378 0.00000 0.13378 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 2041 4.66164 4.48747 7.39018 13.4343 0.02512 0.14100 0.00000 0.14100 0.12972 0.00000 0.12972 — 2,530.36 2,530.36 0.10264 0.02053 0.00000 2,539.04 Average
Daily
— — — — — — — — — — — — — — — — — —
2026 0.89327 0.75059 6.96272 6.87788 0.01168 0.29665 4.69306 4.98971 0.27292 2.41193 2.68485 — 1,264.87 1,264.87 0.05131 0.01026 0.00000 1,269.21 2027 2.51520 2.11347 18.4869 19.5767 0.04244 0.75663 7.51500 8.27163 0.69610 3.19033 3.88643 — 4,595.86 4,595.86 0.18643 0.03729 0.00000 4,611.64 2028 1.21116 1.02406 8.73061 10.9820 0.02057 0.34722 2.07126 2.41847 0.31944 0.82227 1.14171 — 2,227.14 2,227.14 0.09034 0.01807 0.00000 2,234.78 2029 2.93795 2.79787 6.34980 9.52232 0.01665 0.20019 0.00000 0.20019 0.18418 0.00000 0.18418 — 1,689.98 1,689.98 0.06855 0.01371 0.00000 1,695.78 2030 3.46156 3.31581 6.55478 9.99425 0.01794 0.19363 0.00000 0.19363 0.17814 0.00000 0.17814 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.59 2031 3.44025 3.29799 6.35390 9.96346 0.01794 0.18047 0.00000 0.18047 0.16603 0.00000 0.16603 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.59 2032 3.42807 3.28895 6.18895 9.94712 0.01799 0.16626 0.00000 0.16626 0.15296 0.00000 0.15296 — 1,812.33 1,812.33 0.07352 0.01470 0.00000 1,818.55 2033 3.40170 3.26573 6.02194 9.91299 0.01794 0.15045 0.00000 0.15045 0.13841 0.00000 0.13841 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.60 2034 3.38891 3.25501 5.91352 9.90448 0.01795 0.14184 0.00000 0.14184 0.13049 0.00000 0.13049 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.61 2035 3.37507 3.24340 5.77983 9.84709 0.01795 0.13228 0.00000 0.13228 0.12170 0.00000 0.12170 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.60 2036 3.37001 3.24027 5.63859 9.81251 0.01799 0.12436 0.00000 0.12436 0.11441 0.00000 0.11441 — 1,812.35 1,812.35 0.07352 0.01470 0.00000 1,818.57 2037 3.34960 3.22202 5.52455 9.70903 0.01795 0.11580 0.00000 0.11580 0.10653 0.00000 0.10653 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.60 2038 3.34415 3.21745 5.45592 9.68401 0.01795 0.11147 0.00000 0.11147 0.10255 0.00000 0.10255 — 1,807.40 1,807.40 0.07332 0.01466 0.00000 1,813.60 2039 3.33783 3.21213 5.37087 9.64176 0.01795 0.10679 0.00000 0.10679 0.09825 0.00000 0.09825 — 1,807.39 1,807.39 0.07332 0.01466 0.00000 1,813.59 2040 3.34237 3.21706 5.33414 9.65649 0.01800 0.10415 0.00000 0.10415 0.09582 0.00000 0.09582 — 1,812.35 1,812.35 0.07352 0.01470 0.00000 1,818.57 2041 0.22939 0.22411 0.22281 0.39805 0.00074 0.00397 0.00000 0.00397 0.00365 0.00000 0.00365 — 72.9830 72.9830 0.00296 0.00059 0.00000 73.2335 Annual — — — — — — — — — — — — — — — — — —
2026 0.16302 0.13698 1.27070 1.25521 0.00213 0.05414 0.85648 0.91062 0.04981 0.44018 0.48999 — 209.414 209.414 0.00849 0.00170 0.00000 210.132 2027 0.45902 0.38571 3.37385 3.57275 0.00775 0.13809 1.37149 1.50957 0.12704 0.58224 0.70927 — 760.898 760.898 0.03087 0.00617 0.00000 763.509 2028 0.22104 0.18689 1.59334 2.00421 0.00375 0.06337 0.37800 0.44137 0.05830 0.15006 0.20836 — 368.728 368.728 0.01496 0.00299 0.00000 369.994 2029 0.53618 0.51061 1.15884 1.73782 0.00304 0.03654 0.00000 0.03654 0.03361 0.00000 0.03361 — 279.796 279.796 0.01135 0.00227 0.00000 280.756 2030 0.63174 0.60514 1.19625 1.82395 0.00327 0.03534 0.00000 0.03534 0.03251 0.00000 0.03251 — 299.234 299.234 0.01214 0.00243 0.00000 300.261 2031 0.62784 0.60188 1.15959 1.81833 0.00327 0.03294 0.00000 0.03294 0.03030 0.00000 0.03030 — 299.234 299.234 0.01214 0.00243 0.00000 300.261 2032 0.62562 0.60023 1.12948 1.81535 0.00328 0.03034 0.00000 0.03034 0.02791 0.00000 0.02791 — 300.053 300.053 0.01217 0.00243 0.00000 301.082 2033 0.62081 0.59600 1.09900 1.80912 0.00327 0.02746 0.00000 0.02746 0.02526 0.00000 0.02526 — 299.235 299.235 0.01214 0.00243 0.00000 300.261 Attachment 7 Exhibit A
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2034 0.61848 0.59404 1.07922 1.80757 0.00328 0.02589 0.00000 0.02589 0.02381 0.00000 0.02381 — 299.236 299.236 0.01214 0.00243 0.00000 300.263 2035 0.61595 0.59192 1.05482 1.79709 0.00328 0.02414 0.00000 0.02414 0.02221 0.00000 0.02221 — 299.236 299.236 0.01214 0.00243 0.00000 300.262 2036 0.61503 0.59135 1.02904 1.79078 0.00328 0.02270 0.00000 0.02270 0.02088 0.00000 0.02088 — 300.056 300.056 0.01217 0.00243 0.00000 301.085 2037 0.61130 0.58802 1.00823 1.77190 0.00328 0.02113 0.00000 0.02113 0.01944 0.00000 0.01944 — 299.236 299.236 0.01214 0.00243 0.00000 300.263 2038 0.61031 0.58718 0.99571 1.76733 0.00328 0.02034 0.00000 0.02034 0.01872 0.00000 0.01872 — 299.235 299.235 0.01214 0.00243 0.00000 300.262 2039 0.60915 0.58621 0.98018 1.75962 0.00328 0.01949 0.00000 0.01949 0.01793 0.00000 0.01793 — 299.234 299.234 0.01214 0.00243 0.00000 300.261 2040 0.60998 0.58711 0.97348 1.76231 0.00328 0.01901 0.00000 0.01901 0.01749 0.00000 0.01749 — 300.055 300.055 0.01217 0.00243 0.00000 301.085 2041 0.04186 0.04090 0.04066 0.07264 0.00013 0.00072 0.00000 0.00072 0.00067 0.00000 0.00067 — 12.0832 12.0832 0.00049 0.00010 0.00000 12.1246

2.2.3. Offsite Construction Emissions by Year, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2026 0.06350 0.05683 0.03839 0.85414 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 191.323 191.323 0.00270 0.00116 0.63115 192.367 2027 0.06993 0.06230 0.03713 0.92409 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 214.765 214.765 0.00265 0.00132 0.64378 215.869 2028 0.06729 0.05966 0.03624 0.87876 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 210.400 210.400 0.00265 0.00132 0.57074 211.431 2029 3.07001 2.98504 5.95391 42.6024 0.02625 0.05250 11.0366 11.0891 0.05250 2.62879 2.68128 — 13,767.9 13,767.9 0.16662 0.58532 31.1484 13,977.6 2030 2.91234 2.82737 5.43147 40.3713 0.02625 0.05250 11.0366 11.0891 0.02625 2.62879 2.65503 — 13,483.3 13,483.3 0.14471 0.58532 27.1801 13,688.6 2031 2.75902 2.67405 5.19301 38.4723 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 13,205.1 13,205.1 0.14173 0.55907 23.6077 13,398.9 2032 2.67141 2.58942 5.01302 36.9304 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 12,945.3 12,945.3 0.14173 0.53282 20.2592 13,127.9 2033 2.56189 2.50181 4.83899 35.7266 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 12,705.0 12,705.0 0.11983 0.53282 17.2732 12,884.1 2034 2.45238 2.37039 4.39692 34.2577 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 12,483.1 12,483.1 0.11983 0.50657 14.6501 12,651.7 2035 2.43047 2.34849 4.24914 33.4079 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 12,280.1 12,280.1 0.09358 0.48032 12.3969 12,437.9 2036 2.36042 2.30468 4.14951 32.5611 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 12,102.4 12,102.4 0.09358 0.48032 10.3790 12,258.2 2037 2.25090 1.88195 4.03395 31.7873 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,944.1 11,944.1 0.09358 0.48032 8.63773 12,098.2 2038 2.18519 1.83815 3.94327 31.0062 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,804.2 11,804.2 0.09358 0.45408 7.17667 11,949.1 2039 2.09460 1.74755 3.87586 30.5645 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,682.4 11,682.4 0.07167 0.45408 5.89877 11,825.5 Attachment 7 Exhibit A
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2040 1.98508 1.64102 3.81577 29.8564 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,575.3 11,575.3 0.07167 0.42783 4.85476 11,709.4 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2026 0.05733 0.04989 0.04622 0.62501 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 169.004 169.004 0.00347 0.00706 0.01633 171.211 2027 0.06288 0.05481 0.05194 0.66998 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 189.728 189.728 0.00397 0.00807 0.01668 192.248 2028 0.05437 0.05260 0.04475 0.63286 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 185.878 185.878 0.00353 0.00763 0.01479 188.254 2029 2.73251 2.62862 6.70177 31.2022 0.02625 0.05250 11.0366 11.0891 0.05250 2.62879 2.68128 — 12,574.3 12,574.3 0.21042 0.58532 0.80973 12,754.8 2030 2.61567 2.51178 6.15606 29.3974 0.02625 0.05250 11.0366 11.0891 0.02625 2.62879 2.65503 — 12,310.6 12,310.6 0.18554 0.58532 0.70398 12,490.3 2031 2.50615 2.40226 5.90167 27.9467 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 12,051.0 12,051.0 0.18554 0.55907 0.61242 12,222.8 2032 2.41854 2.33656 5.67216 26.8779 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,807.7 11,807.7 0.18554 0.53282 0.52520 11,971.6 2033 2.33093 2.24894 5.20384 25.8558 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,581.9 11,581.9 0.16363 0.53282 0.44792 11,745.2 2034 2.26522 2.18323 5.05606 24.8527 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,373.0 11,373.0 0.16363 0.50657 0.38021 11,528.4 2035 2.26522 1.85110 4.88501 23.9196 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,181.4 11,181.4 0.13738 0.48032 0.32072 11,328.3 2036 2.17326 1.80730 4.76647 23.2984 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 11,013.4 11,013.4 0.11548 0.48032 0.26900 11,159.7 2037 2.08565 1.71968 4.66982 22.7283 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 10,863.7 10,863.7 0.11548 0.48032 0.22416 11,010.0 2038 2.04185 1.67588 4.56022 22.1947 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 10,731.7 10,731.7 0.11548 0.45408 0.18541 10,870.0 2039 1.97614 1.61017 4.49281 21.7093 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 10,616.1 10,616.1 0.11548 0.45408 0.15302 10,754.4 2040 1.91341 1.54446 4.11517 21.2457 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 10,514.5 10,514.5 0.11548 0.42783 0.12578 10,645.0 2041 1.53449 1.47875 4.03182 21.0910 0.02625 0.02625 11.0366 11.0628 0.02625 2.62879 2.65503 — 10,425.4 10,425.4 0.09358 0.42783 0.10321 10,555.3 Average
Daily
— — — — — — — — — — — — — — — — — —
2026 0.01360 0.01200 0.01067 0.15242 0.00000 0.00000 0.04200 0.04200 0.00000 0.00984 0.00984 — 41.4595 41.4595 0.00074 0.00159 0.06498 42.0178 2027 0.04420 0.03853 0.03115 0.48364 0.00000 0.00000 0.14135 0.14135 0.00000 0.03312 0.03312 — 137.054 137.054 0.00248 0.00536 0.19524 138.909 2028 0.03252 0.03174 0.02577 0.38779 0.00000 0.00000 0.11932 0.11932 0.00000 0.02796 0.02796 — 113.344 113.344 0.00183 0.00078 0.14608 113.770 2029 1.64312 1.58069 3.75256 19.1956 0.01582 0.03164 6.59055 6.62219 0.03164 1.56952 1.60116 — 7,701.63 7,701.63 0.11319 0.35261 8.08136 7,817.62 2030 1.87473 1.80052 4.28506 21.6423 0.01875 0.03750 7.84434 7.88184 0.01875 1.86797 1.88672 — 8,967.54 8,967.54 0.11901 0.41809 8.37537 9,103.48 2031 1.77873 1.70452 4.11899 20.6708 0.01875 0.01875 7.84434 7.86309 0.01875 1.86797 1.88672 — 8,779.28 8,779.28 0.11688 0.39934 7.28100 8,908.49 2032 1.73654 1.67781 3.75822 19.8003 0.01880 0.01880 7.86583 7.88463 0.01880 1.87309 1.89189 — 8,626.63 8,626.63 0.11720 0.38163 6.26504 8,749.55 Attachment 7 Exhibit A
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2033 1.66921 1.61065 3.62151 19.0788 0.01875 0.01875 7.84434 7.86309 0.01875 1.86797 1.88672 — 8,439.62 8,439.62 0.10124 0.38059 5.34032 8,560.91 2034 1.62228 1.56371 3.49508 18.4092 0.01875 0.01875 7.84434 7.86309 0.01875 1.86797 1.88672 — 8,288.66 8,288.66 0.10124 0.36184 4.51029 8,403.53 2035 1.59099 1.53242 3.40730 17.7918 0.01875 0.01875 7.84434 7.86309 0.01875 1.86797 1.88672 — 8,149.87 8,149.87 0.08249 0.34309 3.81524 8,257.99 2036 1.54517 1.28091 3.31079 17.2005 0.01880 0.01880 7.86583 7.88463 0.01880 1.87309 1.89189 — 8,050.50 8,050.50 0.08271 0.34403 3.20799 8,158.30 2037 1.50966 1.24612 3.01112 16.7911 0.01875 0.01875 7.84434 7.86309 0.01875 1.86797 1.88672 — 7,920.32 7,920.32 0.06684 0.34309 2.66379 8,026.90 2038 1.46272 1.19919 2.94945 16.4277 0.01875 0.01875 7.84434 7.86309 0.01875 1.86797 1.88672 — 7,824.89 7,824.89 0.06684 0.32434 2.20792 7,925.42 2039 1.41579 1.15225 2.90130 16.1122 0.01875 0.01875 7.84434 7.86309 0.01875 1.86797 1.88672 — 7,741.46 7,741.46 0.06684 0.32434 1.82252 7,841.61 2040 1.37260 1.11048 2.84741 15.8422 0.01880 0.01880 7.86583 7.88463 0.01880 1.87309 1.89189 — 7,689.02 7,689.02 0.06702 0.30643 1.50020 7,783.52 2041 0.05733 0.04568 0.11189 0.69808 0.00072 0.00072 0.34648 0.34720 0.00072 0.08233 0.08305 — 329.355 329.355 0.00296 0.01202 0.05386 333.065 Annual — — — — — — — — — — — — — — — — — —
2026 0.00248 0.00219 0.00195 0.02782 0.00000 0.00000 0.00767 0.00767 0.00000 0.00180 0.00180 — 6.86410 6.86410 0.00012 0.00026 0.01076 6.95653 2027 0.00807 0.00703 0.00569 0.08826 0.00000 0.00000 0.02580 0.02580 0.00000 0.00604 0.00604 — 22.6909 22.6909 0.00041 0.00089 0.03232 22.9980 2028 0.00594 0.00579 0.00470 0.07077 0.00000 0.00000 0.02178 0.02178 0.00000 0.00510 0.00510 — 18.7654 18.7654 0.00030 0.00013 0.02418 18.8359 2029 0.29987 0.28848 0.68484 3.50320 0.00289 0.00577 1.20278 1.20855 0.00577 0.28644 0.29221 — 1,275.09 1,275.09 0.01874 0.05838 1.33796 1,294.30 2030 0.34214 0.32859 0.78202 3.94973 0.00342 0.00684 1.43159 1.43844 0.00342 0.34091 0.34433 — 1,484.68 1,484.68 0.01970 0.06922 1.38664 1,507.19 2031 0.32462 0.31107 0.75172 3.77242 0.00342 0.00342 1.43159 1.43501 0.00342 0.34091 0.34433 — 1,453.51 1,453.51 0.01935 0.06611 1.20545 1,474.90 2032 0.31692 0.30620 0.68587 3.61356 0.00343 0.00343 1.43551 1.43895 0.00343 0.34184 0.34527 — 1,428.24 1,428.24 0.01940 0.06318 1.03725 1,448.59 2033 0.30463 0.29394 0.66093 3.48187 0.00342 0.00342 1.43159 1.43501 0.00342 0.34091 0.34433 — 1,397.28 1,397.28 0.01676 0.06301 0.88415 1,417.36 2034 0.29607 0.28538 0.63785 3.35968 0.00342 0.00342 1.43159 1.43501 0.00342 0.34091 0.34433 — 1,372.28 1,372.28 0.01676 0.05991 0.74673 1,391.30 2035 0.29036 0.27967 0.62183 3.24700 0.00342 0.00342 1.43159 1.43501 0.00342 0.34091 0.34433 — 1,349.30 1,349.30 0.01366 0.05680 0.63166 1,367.20 2036 0.28199 0.23377 0.60422 3.13909 0.00343 0.00343 1.43551 1.43895 0.00343 0.34184 0.34527 — 1,332.85 1,332.85 0.01369 0.05696 0.53112 1,350.70 2037 0.27551 0.22742 0.54953 3.06437 0.00342 0.00342 1.43159 1.43501 0.00342 0.34091 0.34433 — 1,311.30 1,311.30 0.01107 0.05680 0.44102 1,328.94 2038 0.26695 0.21885 0.53827 2.99806 0.00342 0.00342 1.43159 1.43501 0.00342 0.34091 0.34433 — 1,295.50 1,295.50 0.01107 0.05370 0.36555 1,312.14 2039 0.25838 0.21029 0.52949 2.94048 0.00342 0.00342 1.43159 1.43501 0.00342 0.34091 0.34433 — 1,281.69 1,281.69 0.01107 0.05370 0.30174 1,298.27 2040 0.25050 0.20266 0.51965 2.89120 0.00343 0.00343 1.43551 1.43895 0.00343 0.34184 0.34527 — 1,273.01 1,273.01 0.01110 0.05073 0.24838 1,288.65 2041 0.01046 0.00834 0.02042 0.12740 0.00013 0.00013 0.06323 0.06336 0.00013 0.01503 0.01516 — 54.5285 54.5285 0.00049 0.00199 0.00892 55.1428

2.3. Operations Emissions Compared Against Thresholds
Attachment 7 Exhibit A
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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. 236.509 215.051 33.2828 709.084 1.59751 39.8217 99.1466 138.968 39.0406 25.1667 64.2073 5,088.51 111,348 116,437 74.2085 3.52392 55.0098 119,397 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 227.674 206.603 36.7977 557.686 1.50473 39.7890 99.1466 138.936 39.0159 25.1667 64.1825 5,088.51 102,086 107,174 74.3325 3.82023 11.2576 110,182 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 101.599 94.5660 29.5870 360.549 0.99308 9.60427 90.9099 100.514 9.40981 23.0777 32.4875 1,550.46 95,453.2 97,003.7 60.1172 3.29969 27.9658 99,517.9 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 18.5418 17.2583 5.39963 65.8003 0.18124 1.75278 16.5911 18.3438 1.71729 4.21167 5.92896 256.697 15,803.4 16,060.1 9.95309 0.54630 4.63006 16,476.3

2.4. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 29.8167 27.1215 21.6585 352.307 0.96059 0.40030 99.1466 99.5469 0.37614 25.1667 25.5428 — 97,635.0 97,635.0 2.27494 3.17775 44.9170 98,683.8 Area 206.002 187.584 5.71161 354.197 0.59923 38.9441 — 38.9441 38.1872 — 38.1872 4,563.21 2,170.16 6,733.38 18.0191 0.16411 — 7,232.76 Energy 0.69082 0.34541 5.91272 2.58033 0.03768 0.47730 — 0.47730 0.47730 — 0.47730 — 11,376.6 11,376.6 1.29138 0.09026 — 11,435.7 Water — — — — — — — — — — — 36.3394 166.722 203.061 3.75316 0.09180 — 324.247 Waste — — — — — — — — — — — 488.962 0.00000 488.962 48.8700 0.00000 — 1,710.71 Refrig. — — — — — — — — — — — — — — — — 10.0928 10.0928 Total 236.509 215.051 33.2828 709.084 1.59751 39.8217 99.1466 138.968 39.0406 25.1667 64.2073 5,088.51 111,348 116,437 74.2085 3.52392 55.0098 119,397 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 27.5599 24.8995 25.8275 272.198 0.87091 0.40043 99.1466 99.5470 0.37627 25.1667 25.5429 — 88,563.3 88,563.3 2.40683 3.47564 1.16483 89,660.3 Area 199.423 181.358 5.05747 282.907 0.59614 38.9112 — 38.9112 38.1623 — 38.1623 4,563.21 1,979.25 6,542.46 18.0111 0.16253 — 7,041.17 Energy 0.69082 0.34541 5.91272 2.58033 0.03768 0.47730 — 0.47730 0.47730 — 0.47730 — 11,376.6 11,376.6 1.29138 0.09026 — 11,435.7 Water — — — — — — — — — — — 36.3394 166.722 203.061 3.75316 0.09180 — 324.247 Waste — — — — — — — — — — — 488.962 0.00000 488.962 48.8700 0.00000 — 1,710.71 Refrig. — — — — — — — — — — — — — — — — 10.0928 10.0928 Total 227.674 206.603 36.7977 557.686 1.50473 39.7890 99.1466 138.936 39.0159 25.1667 64.1825 5,088.51 102,086 107,174 74.3325 3.82023 11.2576 110,182 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 25.6588 23.2035 22.2155 259.255 0.81994 0.36907 90.9099 91.2789 0.34679 23.0777 23.4244 — 83,371.1 83,371.1 2.15240 3.08033 17.8730 84,360.8 Area 75.2495 71.0171 1.45879 98.7137 0.13545 8.75791 — 8.75791 8.58572 — 8.58572 1,025.16 538.802 1,563.96 4.05026 0.03729 — 1,676.33 Energy 0.69082 0.34541 5.91272 2.58033 0.03768 0.47730 — 0.47730 0.47730 — 0.47730 — 11,376.6 11,376.6 1.29138 0.09026 — 11,435.7 Water — — — — — — — — — — — 36.3394 166.722 203.061 3.75316 0.09180 — 324.247 Waste — — — — — — — — — — — 488.962 0.00000 488.962 48.8700 0.00000 — 1,710.71 Refrig. — — — — — — — — — — — — — — — — 10.0928 10.0928 Total 101.599 94.5660 29.5870 360.549 0.99308 9.60427 90.9099 100.514 9.40981 23.0777 32.4875 1,550.46 95,453.2 97,003.7 60.1172 3.29969 27.9658 99,517.9 Annual — — — — — — — — — — — — — — — — — —
Mobile 4.68273 4.23463 4.05433 47.3141 0.14964 0.06735 16.5911 16.6584 0.06329 4.21167 4.27496 — 13,803.0 13,803.0 0.35635 0.50998 2.95909 13,966.9 Area 13.7330 12.9606 0.26623 18.0152 0.02472 1.59832 — 1.59832 1.56689 — 1.56689 169.727 89.2048 258.932 0.67057 0.00617 — 277.536 Energy 0.12608 0.06304 1.07907 0.47091 0.00688 0.08711 — 0.08711 0.08711 — 0.08711 — 1,883.52 1,883.52 0.21380 0.01494 — 1,893.32 Water — — — — — — — — — — — 6.01639 27.6027 33.6191 0.62138 0.01520 — 53.6828 Waste — — — — — — — — — — — 80.9533 0.00000 80.9533 8.09099 0.00000 — 283.228 Refrig. — — — — — — — — — — — — — — — — 1.67097 1.67097 Total 18.5418 17.2583 5.39963 65.8003 0.18124 1.75278 16.5911 18.3438 1.71729 4.21167 5.92896 256.697 15,803.4 16,060.1 9.95309 0.54630 4.63006 16,476.3

3. Construction Emissions Details
Attachment 7 Exhibit A
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3.1. Site Preparation (2026)

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Off-Roa 0.89327 0.75059 6.96272 6.87788 0.01168 0.29665 — 0.29665 0.27292 — 0.27292 — 1,264.87 1,264.87 0.05131 0.01026 — 1,269.21 d
Equipm
ent
Dust
From
Material
Movement
— — — — — — 4.69306 4.69306 — 2.41193 2.41193 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.1.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06350 0.05683 0.03839 0.85414 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 191.323 191.323 0.00270 0.00116 0.63115 192.367 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05733 0.04989 0.04622 0.62501 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 169.004 169.004 0.00347 0.00706 0.01633 171.211 Attachment 7 Exhibit A
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01360 0.01200 0.01067 0.15242 0.00000 0.00000 0.04200 0.04200 0.00000 0.00984 0.00984 — 41.4595 41.4595 0.00074 0.00159 0.06498 42.0178 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00248 0.00219 0.00195 0.02782 0.00000 0.00000 0.00767 0.00767 0.00000 0.00180 0.00180 — 6.86410 6.86410 0.00012 0.00026 0.01076 6.95653 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.2. Site Preparation (2027)

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.2.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05502 0.04796 0.04545 0.58624 0.00000 0.00000 0.17681 0.17681 0.00000 0.04144 0.04144 — 166.012 166.012 0.00347 0.00706 0.01460 168.217 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00495 0.00432 0.00349 0.05419 0.00000 0.00000 0.01584 0.01584 0.00000 0.00371 0.00371 — 15.3554 15.3554 0.00028 0.00060 0.02187 15.5633 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00090 0.00079 0.00064 0.00989 0.00000 0.00000 0.00289 0.00289 0.00000 0.00068 0.00068 — 2.54226 2.54226 0.00005 0.00010 0.00362 2.57667 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.3. Grading (2027)

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Off-Roa 3.50534 2.94546 25.5801 27.2816 0.06093 1.04307 — 1.04307 0.95962 — 0.95962 — 6,598.08 6,598.08 0.26765 0.05353 — 6,620.72 d
Dust
From
Material
Movement
— — — — — — 9.20359 9.20359 — 3.65375 3.65375 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.3.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.06993 0.06230 0.03713 0.92409 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 214.765 214.765 0.00265 0.00132 0.64378 215.869 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06288 0.05481 0.05194 0.66998 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 189.728 189.728 0.00397 0.00807 0.01668 192.248 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.03925 0.03421 0.02766 0.42945 0.00000 0.00000 0.12551 0.12551 0.00000 0.02941 0.02941 — 121.699 121.699 0.00220 0.00476 0.17336 123.346 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00716 0.00624 0.00505 0.07837 0.00000 0.00000 0.02291 0.02291 0.00000 0.00537 0.00537 — 20.1486 20.1486 0.00036 0.00079 0.02870 20.4213 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.4. Grading (2028)

3.4.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Off-Roa 3.42509 2.87803 24.3289 27.1688 0.06093 0.98510 — 0.98510 0.90629 — 0.90629 — 6,598.26 6,598.26 0.26765 0.05353 — 6,620.90 d
Dust
From
Material
Movement
— — — — — — 9.20359 9.20359 — 3.65375 3.65375 — — — — — — — Onsite
truck

0.14067 0.11820 0.99922 1.11586 0.00250 0.04046 — 0.04046 0.03722 — 0.03722 — 245.847 245.847 0.00997 0.00199 — 246.691 Attachment 7 Exhibit A
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Dust
From
Material
Movement
— — — — — — 0.37800 0.37800 — 0.15006 0.15006 — — — — — — — Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.4.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.06729 0.05966 0.03624 0.87876 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 210.400 210.400 0.00265 0.00132 0.57074 211.431 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05437 0.05260 0.04475 0.63286 0.00000 0.00000 0.20207 0.20207 0.00000 0.04736 0.04736 — 185.878 185.878 0.00353 0.00763 0.01479 188.254 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01233 0.01204 0.00977 0.14706 0.00000 0.00000 0.04525 0.04525 0.00000 0.01060 0.01060 — 42.9830 42.9830 0.00069 0.00030 0.05540 43.1444 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00225 0.00220 0.00178 0.02684 0.00000 0.00000 0.00826 0.00826 0.00000 0.00193 0.00193 — 7.11632 7.11632 0.00012 0.00005 0.00917 7.14305 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.5. Building Construction (2029)

1.15336 0.96514 8.58166 12.9012 0.02340 0.27564 — 0.27564 0.25359 — 0.25359 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.69518 0.58173 5.17251 7.77609 0.01410 0.16614 — 0.16614 0.15285 — 0.15285 — 1,444.67 1,444.67 0.05860 0.01172 — 1,449.62 Onsite
truck

0.12687 0.10617 0.94398 1.41914 0.00257 0.03032 — 0.03032 0.02789 — 0.02789 — 239.181 239.181 0.00970 0.00194 — 240.002 Attachment 7 Exhibit A
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Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.5.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 2.43306 2.39655 1.48210 34.5191 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 8,557.82 8,557.82 0.10952 0.05476 20.8271 8,597.70 Vendor 0.15034 0.10917 4.17538 1.17942 0.02625 0.05250 0.99872 1.05122 0.05250 0.27593 0.32843 — 3,498.52 3,498.52 0.03520 0.51961 6.15592 3,660.40 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 2.15927 2.10451 1.83438 24.9767 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,561.20 7,561.20 0.14602 0.05476 0.54121 7,581.71 Vendor 0.14139 0.10321 4.50051 1.23012 0.02625 0.05250 0.99872 1.05122 0.05250 0.27593 0.32843 — 3,500.86 3,500.86 0.03520 0.51961 0.16028 3,656.75 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.30148 1.26847 0.91533 15.4659 0.00000 0.00000 5.01659 5.01659 0.00000 1.17549 1.17549 — 4,682.67 4,682.67 0.07701 0.03300 5.42178 4,699.86 Vendor 0.08882 0.06580 2.65942 0.72526 0.01582 0.03164 0.59943 0.63107 0.03164 0.16568 0.19732 — 2,109.30 2,109.30 0.02121 0.31319 1.60634 2,204.76 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.23752 0.23150 0.16705 2.82253 0.00000 0.00000 0.91553 0.91553 0.00000 0.21453 0.21453 — 775.270 775.270 0.01275 0.00546 0.89764 778.115 Vendor 0.01621 0.01201 0.48534 0.13236 0.00289 0.00577 0.10940 0.11517 0.00577 0.03024 0.03601 — 349.218 349.218 0.00351 0.05185 0.26595 365.024 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.6. Building Construction (2030)
Attachment 7 Exhibit A
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1.12372 0.94034 8.39196 12.8848 0.02340 0.26012 — 0.26012 0.23931 — 0.23931 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.80266 0.67167 5.99426 9.20340 0.01671 0.18580 — 0.18580 0.17093 — 0.17093 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.14649 0.12258 1.09395 1.67962 0.00305 0.03391 — 0.03391 0.03120 — 0.03120 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.6.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 2.32354 2.28704 1.20284 32.6793 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 8,415.71 8,415.71 0.09126 0.05476 18.1771 8,452.49 Vendor 0.12409 0.08292 3.98806 1.15615 0.02625 0.05250 0.99872 1.05122 0.02625 0.27593 0.30218 — 3,384.49 3,384.49 0.03520 0.51961 5.36766 3,545.58 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 2.08626 2.03150 1.55511 23.4946 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,436.29 7,436.29 0.12777 0.05476 0.47029 7,456.27 Vendor 0.11215 0.07397 4.28993 1.20388 0.02625 0.05250 0.99872 1.05122 0.02625 0.27593 0.30218 — 3,387.02 3,387.02 0.03221 0.51961 0.13963 3,542.80 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.49019 1.45107 1.07168 17.3347 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 5,457.74 5,457.74 0.07823 0.03911 5.59868 5,476.95 Vendor 0.08650 0.05923 2.99904 0.84074 0.01875 0.03750 0.71036 0.74786 0.01875 0.19634 0.21509 — 2,418.25 2,418.25 0.02514 0.37115 1.65695 2,531.14 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.27196 0.26482 0.19558 3.16358 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 903.592 903.592 0.01295 0.00648 0.92693 906.772 Vendor 0.01579 0.01081 0.54732 0.15343 0.00342 0.00684 0.12964 0.13648 0.00342 0.03583 0.03925 — 400.369 400.369 0.00416 0.06145 0.27433 419.059 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.7. Building Construction (2031)

3.7.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.09751 0.91839 8.11856 12.8454 0.02340 0.24323 — 0.24323 0.22377 — 0.22377 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.78393 0.65599 5.79897 9.17527 0.01671 0.17374 — 0.17374 0.15984 — 0.15984 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.14307 0.11972 1.05831 1.67449 0.00305 0.03171 — 0.03171 0.02917 — 0.02917 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.7.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Attachment 7 Exhibit A
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Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 2.19578 2.15927 1.18459 31.1187 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 8,286.54 8,286.54 0.09126 0.05476 15.8256 8,320.97 Vendor 0.12409 0.08292 3.77151 1.12990 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 3,261.29 3,261.29 0.03221 0.49336 4.61694 3,413.74 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.99500 1.94024 1.51861 22.3100 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,322.51 7,322.51 0.12777 0.05476 0.41057 7,342.43 Vendor 0.11215 0.07397 4.07934 1.17464 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 3,263.98 3,263.98 0.03221 0.49336 0.11974 3,411.93 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.41196 1.37285 1.05865 16.5407 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 5,374.15 5,374.15 0.07823 0.03911 4.87885 5,392.64 Vendor 0.08437 0.05710 2.84862 0.82199 0.01875 0.01875 0.71036 0.72911 0.01875 0.19634 0.21509 — 2,330.30 2,330.30 0.02301 0.35240 1.42637 2,437.32 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.25768 0.25055 0.19320 3.01868 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 889.752 889.752 0.01295 0.00648 0.80775 892.813 Vendor 0.01540 0.01042 0.51987 0.15001 0.00342 0.00342 0.12964 0.13306 0.00342 0.03583 0.03925 — 385.808 385.808 0.00381 0.05834 0.23615 403.526 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.8. Building Construction (2032)

3.8.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Off-Roa
Equipment

1.07014 0.89545 7.87082 12.7872 0.02340 0.22400 — 0.22400 0.20608 — 0.20608 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.76648 0.64136 5.63741 9.15876 0.01676 0.16044 — 0.16044 0.14760 — 0.14760 — 1,716.71 1,716.71 0.06964 0.01393 — 1,722.60 Onsite
truck

0.13988 0.11705 1.02883 1.67147 0.00306 0.02928 — 0.02928 0.02694 — 0.02694 — 284.222 284.222 0.01153 0.00231 — 285.197 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.8.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Worker 2.12277 2.08626 1.16634 29.8556 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 8,169.86 8,169.86 0.09126 0.05476 13.6608 8,202.12 Vendor 0.12409 0.08591 3.61342 1.10365 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 3,141.52 3,141.52 0.03221 0.46711 3.86622 3,285.39 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.92199 1.88548 1.50036 21.4412 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,219.42 7,219.42 0.12777 0.05476 0.35384 7,239.29 Vendor 0.11215 0.07397 3.87173 1.14839 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 3,144.35 3,144.35 0.03221 0.46711 0.10060 3,284.45 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.37661 1.35046 0.86153 15.8291 0.00000 0.00000 5.96127 5.96127 0.00000 1.39684 1.39684 — 5,313.08 5,313.08 0.07844 0.03922 4.22388 5,330.95 Vendor 0.08460 0.05726 2.72439 0.80544 0.01880 0.01880 0.71231 0.73111 0.01880 0.19688 0.21568 — 2,250.94 2,250.94 0.02307 0.33457 1.19638 2,352.41 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.25123 0.24646 0.15723 2.88880 0.00000 0.00000 1.08793 1.08793 0.00000 0.25492 0.25492 — 879.640 879.640 0.01299 0.00649 0.69931 882.599 Vendor 0.01544 0.01045 0.49720 0.14699 0.00343 0.00343 0.13000 0.13343 0.00343 0.03593 0.03936 — 372.669 372.669 0.00382 0.05539 0.19807 389.469 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.9. Building Construction (2033)

1.04826 0.87711 7.66646 12.7788 0.02340 0.20357 — 0.20357 0.18729 — 0.18729 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Attachment 7 Exhibit A
1137
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Onsite
truck

1.04826 0.87711 7.66646 12.7788 0.02340 0.20357 — 0.20357 0.18729 — 0.18729 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.74875 0.62650 5.47604 9.12768 0.01671 0.14541 — 0.14541 0.13378 — 0.13378 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.13665 0.11434 0.99938 1.66580 0.00305 0.02654 — 0.02654 0.02441 — 0.02441 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.9.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 2.03150 2.01325 1.14808 28.8718 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 8,065.35 8,065.35 0.07301 0.05476 11.7199 8,095.21 Vendor 0.12409 0.08591 3.46129 1.08039 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 3,026.59 3,026.59 0.03221 0.46711 3.20934 3,169.80 Attachment 7 Exhibit A
1138
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Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.84898 1.81247 1.23935 20.6089 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,126.96 7,126.96 0.10952 0.05476 0.30382 7,146.32 Vendor 0.11215 0.07397 3.71662 1.12513 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 3,029.54 3,029.54 0.03221 0.46711 0.08333 3,169.63 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.32070 1.29462 0.84613 15.2435 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 5,230.74 5,230.74 0.06519 0.03911 3.62581 5,247.65 Vendor 0.08437 0.05710 2.60615 0.78662 0.01875 0.01875 0.71036 0.72911 0.01875 0.19634 0.21509 — 2,162.73 2,162.73 0.02301 0.33365 0.98934 2,263.73 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.24103 0.23627 0.15442 2.78193 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 866.009 866.009 0.01079 0.00648 0.60029 868.809 Vendor 0.01540 0.01042 0.47562 0.14356 0.00342 0.00342 0.12964 0.13306 0.00342 0.03583 0.03925 — 358.065 358.065 0.00381 0.05524 0.16380 374.786 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.10. Building Construction (2034)

1.03154 0.86309 7.51935 12.7673 0.02340 0.19236 — 0.19236 0.17697 — 0.17697 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

1.03154 0.86309 7.51935 12.7673 0.02340 0.19236 — 0.19236 0.17697 — 0.17697 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.73681 0.61649 5.37096 9.11947 0.01671 0.13740 — 0.13740 0.12641 — 0.12641 — 1,712.03 1,712.03 0.06945 0.01389 — 1,717.90 Onsite
truck

0.13447 0.11251 0.98020 1.66430 0.00305 0.02508 — 0.02508 0.02307 — 0.02307 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.10.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.94024 1.90374 0.88707 27.6453 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,971.91 7,971.91 0.07301 0.05476 9.96566 8,000.02 Vendor 0.12409 0.08591 3.33243 1.08337 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,916.78 2,916.78 0.03221 0.44086 2.69134 3,051.65 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1140
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.79422 1.75772 1.22109 19.7948 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,044.28 7,044.28 0.10952 0.05476 0.25866 7,063.59 Vendor 0.11215 0.07397 3.59075 1.09888 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,919.85 2,919.85 0.03221 0.44086 0.06982 3,052.10 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.28159 1.25551 0.83310 14.7011 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 5,170.27 5,170.27 0.06519 0.03911 3.06595 5,186.62 Vendor 0.08437 0.05710 2.49536 0.76787 0.01875 0.01875 0.71036 0.72911 0.01875 0.19634 0.21509 — 2,084.33 2,084.33 0.02301 0.31490 0.83116 2,179.58 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.23389 0.22913 0.15204 2.68295 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 855.997 855.997 0.01079 0.00648 0.50760 858.705 Vendor 0.01540 0.01042 0.45540 0.14014 0.00342 0.00342 0.12964 0.13306 0.00342 0.03583 0.03925 — 345.085 345.085 0.00381 0.05214 0.13761 360.854 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.11. Building Construction (2035)

1.01288 0.84742 7.33637 12.6875 0.02340 0.17964 — 0.17964 0.16527 — 0.16527 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

1.01288 0.84742 7.33637 12.6875 0.02340 0.17964 — 0.17964 0.16527 — 0.16527 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.72348 0.60530 5.24026 9.06249 0.01671 0.12832 — 0.12832 0.11805 — 0.11805 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.13204 0.11047 0.95635 1.65391 0.00305 0.02342 — 0.02342 0.02154 — 0.02154 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.11.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.92199 1.88548 0.86882 26.9590 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,889.37 7,889.37 0.07301 0.05476 8.47268 7,915.99 Vendor 0.12409 0.08591 3.20656 1.05712 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,812.81 2,812.81 0.00597 0.41462 2.22964 2,938.75 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1142
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.79422 1.47845 1.20284 19.0173 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 6,971.21 6,971.21 0.10952 0.05476 0.21910 6,990.49 Vendor 0.11215 0.07696 3.44160 1.09888 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,815.99 2,815.99 0.00597 0.41462 0.05781 2,939.75 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.25551 1.22944 0.83310 14.1848 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 5,116.47 5,116.47 0.06519 0.03911 2.60739 5,132.36 Vendor 0.08437 0.05710 2.40758 0.77000 0.01875 0.01875 0.71036 0.72911 0.01875 0.19634 0.21509 — 2,010.10 2,010.10 0.00426 0.29615 0.68637 2,099.15 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.22913 0.22437 0.15204 2.58873 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 847.090 847.090 0.01079 0.00648 0.43168 849.721 Vendor 0.01540 0.01042 0.43938 0.14052 0.00342 0.00342 0.12964 0.13306 0.00342 0.03583 0.03925 — 332.795 332.795 0.00071 0.04903 0.11364 347.538 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.12. Building Construction (2036)

0.99338 0.83105 7.12086 12.6028 0.02340 0.16861 — 0.16861 0.15512 — 0.15512 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.99338 0.83105 7.12086 12.6028 0.02340 0.16861 — 0.16861 0.15512 — 0.15512 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.71150 0.59523 5.10027 9.02665 0.01676 0.12076 — 0.12076 0.11110 — 0.11110 — 1,716.72 1,716.72 0.06964 0.01393 — 1,722.61 Onsite
truck

0.12985 0.10863 0.93080 1.64736 0.00306 0.02204 — 0.02204 0.02028 — 0.02028 — 284.222 284.222 0.01153 0.00231 — 285.197 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.12.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.88548 1.84898 0.86882 26.2727 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,819.47 7,819.47 0.07301 0.05476 7.12899 7,844.74 Vendor 0.09784 0.08591 3.10693 1.03385 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,719.01 2,719.01 0.00597 0.41462 1.82425 2,844.53 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1144
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.73946 1.44195 1.18459 18.5190 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 6,909.24 6,909.24 0.09126 0.05476 0.18476 6,928.03 Vendor 0.08591 0.07696 3.34496 1.07561 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,722.27 2,722.27 0.00597 0.41462 0.04730 2,846.02 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.23281 1.01971 0.82231 13.7060 0.00000 0.00000 5.96127 5.96127 0.00000 1.39684 1.39684 — 5,085.04 5,085.04 0.06537 0.03922 2.20284 5,100.57 Vendor 0.06580 0.05726 2.32402 0.75331 0.01880 0.01880 0.71231 0.73111 0.01880 0.19688 0.21568 — 1,948.45 1,948.45 0.00427 0.29697 0.56458 2,037.62 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.22499 0.18610 0.15007 2.50134 0.00000 0.00000 1.08793 1.08793 0.00000 0.25492 0.25492 — 841.887 841.887 0.01082 0.00649 0.36470 844.457 Vendor 0.01201 0.01045 0.42413 0.13748 0.00343 0.00343 0.13000 0.13343 0.00343 0.03593 0.03936 — 322.588 322.588 0.00071 0.04917 0.09347 337.351 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.13. Building Construction (2037)

0.97854 0.81859 6.98661 12.4996 0.02340 0.15752 — 0.15752 0.14492 — 0.14492 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1145
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.97854 0.81859 6.98661 12.4996 0.02340 0.15752 — 0.15752 0.14492 — 0.14492 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.69896 0.58471 4.99044 8.92825 0.01671 0.11251 — 0.11251 0.10351 — 0.10351 — 1,712.03 1,712.03 0.06945 0.01389 — 1,717.90 Onsite
truck

0.12756 0.10671 0.91075 1.62941 0.00305 0.02053 — 0.02053 0.01889 — 0.01889 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.13.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.79422 1.49671 0.85057 25.6229 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,756.28 7,756.28 0.07301 0.05476 5.97193 7,780.39 Vendor 0.09784 0.08591 3.01327 1.03982 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,636.54 2,636.54 0.00597 0.41462 1.47142 2,761.72 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1146
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.66645 1.36894 1.18459 18.0390 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 6,853.21 6,853.21 0.09126 0.05476 0.15490 6,871.97 Vendor 0.08591 0.07696 3.24832 1.08158 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,639.88 2,639.88 0.00597 0.41462 0.03829 2,763.63 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.20336 0.99085 0.63362 13.3647 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 5,030.06 5,030.06 0.05215 0.03911 1.84223 5,044.87 Vendor 0.06562 0.05710 2.25077 0.75338 0.01875 0.01875 0.71036 0.72911 0.01875 0.19634 0.21509 — 1,884.25 1,884.25 0.00426 0.29615 0.45311 1,973.06 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.21961 0.18083 0.11564 2.43907 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 832.784 832.784 0.00863 0.00648 0.30500 835.235 Vendor 0.01198 0.01042 0.41077 0.13749 0.00342 0.00342 0.12964 0.13306 0.00342 0.03583 0.03925 — 311.958 311.958 0.00071 0.04903 0.07502 326.662 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.14. Building Construction (2038)

0.97116 0.81240 6.89314 12.4656 0.02340 0.15176 — 0.15176 0.13962 — 0.13962 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1147
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.97116 0.81240 6.89314 12.4656 0.02340 0.15176 — 0.15176 0.13962 — 0.13962 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.69369 0.58028 4.92367 8.90403 0.01671 0.10840 — 0.10840 0.09973 — 0.09973 — 1,712.02 1,712.02 0.06945 0.01389 — 1,717.90 Onsite
truck

0.12660 0.10590 0.89857 1.62499 0.00305 0.01978 — 0.01978 0.01820 — 0.01820 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.14.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.73946 1.46020 0.85057 24.9913 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,701.05 7,701.05 0.07301 0.05476 5.00149 7,724.19 Vendor 0.09784 0.08591 2.92259 1.01655 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,562.97 2,562.97 0.00597 0.38837 1.17488 2,680.03 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1148
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.62995 1.33243 1.16634 17.6137 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 6,804.39 6,804.39 0.09126 0.05476 0.12914 6,823.12 Vendor 0.08591 0.07696 3.16062 1.05831 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,566.38 2,566.38 0.00597 0.38837 0.03044 2,682.29 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.16425 0.95174 0.62059 13.0740 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 4,994.31 4,994.31 0.05215 0.03911 1.53831 5,008.81 Vendor 0.06562 0.05710 2.20475 0.73889 0.01875 0.01875 0.71036 0.72911 0.01875 0.19634 0.21509 — 1,831.72 1,831.72 0.00426 0.27740 0.36196 1,914.85 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.21248 0.17369 0.11326 2.38601 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 826.866 826.866 0.00863 0.00648 0.25468 829.266 Vendor 0.01198 0.01042 0.40237 0.13485 0.00342 0.00342 0.12964 0.13306 0.00342 0.03583 0.03925 — 303.261 303.261 0.00071 0.04593 0.05993 317.025 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.15. Building Construction (2039)

0.96216 0.80483 6.77581 12.4056 0.02340 0.14541 — 0.14541 0.13378 — 0.13378 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
1149
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.96216 0.80483 6.77581 12.4056 0.02340 0.14541 — 0.14541 0.13378 — 0.13378 — 2,396.84 2,396.84 0.09723 0.01945 — 2,405.06 Onsite
truck

0.68726 0.57488 4.83987 8.86111 0.01671 0.10387 — 0.10387 0.09556 — 0.09556 — 1,712.03 1,712.03 0.06945 0.01389 — 1,717.90 Onsite
truck

0.12542 0.10492 0.88328 1.61715 0.00305 0.01896 — 0.01896 0.01744 — 0.01744 — 283.445 283.445 0.01150 0.00230 — 284.418 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.15.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.66645 1.38719 0.85057 24.6208 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,654.07 7,654.07 0.05476 0.05476 4.14303 7,675.90 Vendor 0.09485 0.08292 2.85518 1.01954 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,497.57 2,497.57 0.00597 0.38837 0.92714 2,614.38 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.57519 1.27768 1.16634 17.2066 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 6,762.53 6,762.53 0.09126 0.05476 0.10749 6,781.23 Vendor 0.08591 0.07696 3.09321 1.06130 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,501.04 2,501.04 0.00597 0.38837 0.02402 2,616.95 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.12514 0.91263 0.62059 12.8094 0.00000 0.00000 5.94498 5.94498 0.00000 1.39303 1.39303 — 4,963.70 4,963.70 0.05215 0.03911 1.27970 4,977.94 Vendor 0.06562 0.05710 2.15660 0.74102 0.01875 0.01875 0.71036 0.72911 0.01875 0.19634 0.21509 — 1,785.02 1,785.02 0.00426 0.27740 0.28688 1,868.08 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.20534 0.16655 0.11326 2.33771 0.00000 0.00000 1.08496 1.08496 0.00000 0.25423 0.25423 — 821.797 821.797 0.00863 0.00648 0.21187 824.155 Vendor 0.01198 0.01042 0.39358 0.13524 0.00342 0.00342 0.12964 0.13306 0.00342 0.03583 0.03925 — 295.530 295.530 0.00071 0.04593 0.04750 309.281 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.16. Building Construction (2040)

0.95545 0.79919 6.70501 12.3875 0.02340 0.14145 — 0.14145 0.13014 — 0.13014 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Roa
d
Equipm
ent

0.95545 0.79919 6.70501 12.3875 0.02340 0.14145 — 0.14145 0.13014 — 0.13014 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Onsite
truck

0.68433 0.57241 4.80241 8.87247 0.01676 0.10131 — 0.10131 0.09321 — 0.09321 — 1,716.72 1,716.72 0.06964 0.01393 — 1,722.61 Onsite
truck

0.12489 0.10447 0.87644 1.61923 0.00306 0.01849 — 0.01849 0.01701 — 0.01701 — 284.222 284.222 0.01153 0.00231 — 285.197 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.16.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.57519 1.29593 0.83231 24.0258 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 7,613.72 7,613.72 0.05476 0.05476 3.44506 7,634.85 Vendor 0.09485 0.08591 2.81700 1.02550 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,438.79 2,438.79 0.00597 0.36212 0.72069 2,547.57 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.52043 1.22292 0.90532 16.8179 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 6,726.79 6,726.79 0.09126 0.05476 0.08921 6,745.48 Vendor 0.08889 0.07696 3.02878 1.06428 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,442.32 2,442.32 0.00597 0.36212 0.01873 2,550.40 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 1.08900 0.87591 0.60921 12.5791 0.00000 0.00000 5.96127 5.96127 0.00000 1.39684 1.39684 — 4,951.00 4,951.00 0.05229 0.03922 1.06399 4,965.05 Vendor 0.06580 0.05939 2.11636 0.74733 0.01880 0.01880 0.71231 0.73111 0.01880 0.19688 0.21568 — 1,747.83 1,747.83 0.00427 0.25936 0.22341 1,825.45 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.19874 0.15985 0.11118 2.29568 0.00000 0.00000 1.08793 1.08793 0.00000 0.25492 0.25492 — 819.694 819.694 0.00866 0.00649 0.17616 822.022 Vendor 0.01201 0.01084 0.38624 0.13639 0.00343 0.00343 0.13000 0.13343 0.00343 0.03593 0.03936 — 289.373 289.373 0.00071 0.04294 0.03699 302.224 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.17. Building Construction (2041)

0.95056 0.79508 6.64779 12.3397 0.02340 0.13704 — 0.13704 0.12608 — 0.12608 — 2,396.83 2,396.83 0.09723 0.01945 — 2,405.06 Attachment 7 Exhibit A
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Onsite 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 truck
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.02604 0.02178 0.18213 0.33807 0.00064 0.00375 — 0.00375 0.00345 — 0.00345 — 65.6667 65.6667 0.00266 0.00053 — 65.8921 Onsite
truck

0.00475 0.00398 0.03324 0.06170 0.00012 0.00069 — 0.00069 0.00063 — 0.00063 — 10.8719 10.8719 0.00044 0.00009 — 10.9092 Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.17.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 1.20467 1.16816 0.88707 16.7083 0.00000 0.00000 8.36488 8.36488 0.00000 1.96071 1.96071 — 6,696.38 6,696.38 0.07301 0.05476 0.07390 6,714.60 Vendor 0.08889 0.07696 2.96733 1.04101 0.02625 0.02625 0.99872 1.02497 0.02625 0.27593 0.30218 — 2,389.69 2,389.69 0.00597 0.36212 0.01453 2,497.77 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.03916 0.03100 0.02330 0.47867 0.00000 0.00000 0.22803 0.22803 0.00000 0.05343 0.05343 — 188.529 188.529 0.00200 0.00150 0.03375 189.060 Vendor 0.00252 0.00227 0.07927 0.02795 0.00072 0.00072 0.02725 0.02797 0.00072 0.00753 0.00825 — 65.4140 65.4140 0.00016 0.00992 0.00661 68.3812 Attachment 7 Exhibit A
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Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00715 0.00566 0.00425 0.08736 0.00000 0.00000 0.04161 0.04161 0.00000 0.00975 0.00975 — 31.2132 31.2132 0.00033 0.00025 0.00559 31.3011 Vendor 0.00046 0.00041 0.01447 0.00510 0.00013 0.00013 0.00497 0.00510 0.00013 0.00137 0.00151 — 10.8300 10.8300 0.00003 0.00164 0.00109 11.3213 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.18. Paving (2028)

0.81550 0.68524 6.62754 9.90989 0.01395 0.25554 — 0.25554 0.23510 — 0.23510 — 1,511.03 1,511.03 0.06129 0.01226 — 1,516.22 Paving 0.08098 0.08098 — — — — — — — — — — — — — — — —
Onsite
truck

0.40057 0.33659 3.25540 4.86767 0.00685 0.12552 — 0.12552 0.11548 — 0.11548 — 742.209 742.209 0.03011 0.00602 — 744.756 Paving 0.03978 0.03978 — — — — — — — — — — — — — — — —
Onsite
truck

0.07310 0.06143 0.59411 0.88835 0.00125 0.02291 — 0.02291 0.02107 — 0.02107 — 122.881 122.881 0.00498 0.00100 — 123.303 Paving 0.00726 0.00726 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.18.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05046 0.04474 0.02718 0.65907 0.00000 0.00000 0.15155 0.15155 0.00000 0.03552 0.03552 — 157.800 157.800 0.00198 0.00099 0.42806 158.573 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04077 0.03945 0.03357 0.47464 0.00000 0.00000 0.15155 0.15155 0.00000 0.03552 0.03552 — 139.408 139.408 0.00265 0.00572 0.01109 141.191 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.02019 0.01970 0.01600 0.24073 0.00000 0.00000 0.07407 0.07407 0.00000 0.01736 0.01736 — 70.3612 70.3612 0.00114 0.00049 0.09068 70.6256 Attachment 7 Exhibit A
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00368 0.00360 0.00292 0.04393 0.00000 0.00000 0.01352 0.01352 0.00000 0.00317 0.00317 — 11.6491 11.6491 0.00019 0.00008 0.01501 11.6929 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.19. Paving (2029)

0.80047 0.67262 6.45817 9.91841 0.01395 0.23904 — 0.23904 0.21992 — 0.21992 — 1,510.63 1,510.63 0.06128 0.01226 — 1,515.81 Paving 0.08098 0.08098 — — — — — — — — — — — — — — — —
Onsite
truck

0.08929 0.07503 0.72038 1.10636 0.00156 0.02666 — 0.02666 0.02453 — 0.02453 — 168.504 168.504 0.00684 0.00137 — 169.082 Paving 0.00903 0.00903 — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Onsite 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 truck
Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01630 0.01369 0.13147 0.20191 0.00028 0.00487 — 0.00487 0.00448 — 0.00448 — 27.8978 27.8978 0.00113 0.00023 — 27.9935 Paving 0.00165 0.00165 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.19.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.03912 0.03813 0.03323 0.45252 0.00000 0.00000 0.15155 0.15155 0.00000 0.03552 0.03552 — 136.991 136.991 0.00265 0.00099 0.00981 137.363 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.00436 0.00425 0.00307 0.05186 0.00000 0.00000 0.01682 0.01682 0.00000 0.00394 0.00394 — 15.7008 15.7008 0.00026 0.00011 0.01818 15.7584 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.00080 0.00078 0.00056 0.00946 0.00000 0.00000 0.00307 0.00307 0.00000 0.00072 0.00072 — 2.59944 2.59944 0.00004 0.00002 0.00301 2.60898 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.20. Architectural Coating (2029)

0.12385 0.10236 0.79416 1.11216 0.00173 0.01284 — 0.01284 0.01181 — 0.01181 — 133.510 133.510 0.00542 0.00108 — 133.968 Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.12385 0.10236 0.79416 1.11216 0.00173 0.01284 — 0.01284 0.01181 — 0.01181 — 133.510 133.510 0.00542 0.00108 — 133.968 Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
1159
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Off-Roa 0.07126 0.05889 0.45691 0.63987 0.00099 0.00739 — 0.00739 0.00680 — 0.00680 — 76.8138 76.8138 0.00312 0.00062 — 77.0774 d
Equipm
ent
Architect
ural
Coating
s

2.07320 2.07320 — — — — — — — — — — — — — — — —
Onsite
truck

0.01300 0.01075 0.08339 0.11678 0.00018 0.00135 — 0.00135 0.00124 — 0.00124 — 12.7174 12.7174 0.00052 0.00010 — 12.7610 Architect
ural
Coating
s

0.37836 0.37836 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.20.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.48661 0.47931 0.29642 6.90383 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,711.56 1,711.56 0.02190 0.01095 4.16542 1,719.54 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.43185 0.42090 0.36688 4.99535 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,512.24 1,512.24 0.02920 0.01095 0.10824 1,516.34 Attachment 7 Exhibit A
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.24846 0.24216 0.17474 2.95259 0.00000 0.00000 0.95771 0.95771 0.00000 0.22441 0.22441 — 893.965 893.965 0.01470 0.00630 1.03507 897.245 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.04534 0.04419 0.03189 0.53885 0.00000 0.00000 0.17478 0.17478 0.00000 0.04096 0.04096 — 148.006 148.006 0.00243 0.00104 0.17137 148.549 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.21. Architectural Coating (2030)

0.11905 0.09839 0.78473 1.10719 0.00173 0.01097 — 0.01097 0.01009 — 0.01009 — 133.513 133.513 0.00542 0.00108 — 133.971 Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.11905 0.09839 0.78473 1.10719 0.00173 0.01097 — 0.01097 0.01009 — 0.01009 — 133.513 133.513 0.00542 0.00108 — 133.971 Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.08504 0.07028 0.56052 0.79085 0.00123 0.00783 — 0.00783 0.00721 — 0.00721 — 95.3663 95.3663 0.00387 0.00077 — 95.6936 Architect
ural
Coating
s

2.57387 2.57387 — — — — — — — — — — — — — — — —
Onsite
truck

0.01552 0.01283 0.10229 0.14433 0.00022 0.00143 — 0.00143 0.00132 — 0.00132 — 15.7890 15.7890 0.00064 0.00013 — 15.8432 Architect
ural
Coating
s

0.46973 0.46973 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.21.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Attachment 7 Exhibit A
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.46471 0.45741 0.24057 6.53586 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,683.14 1,683.14 0.01825 0.01095 3.63541 1,690.50 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.41725 0.40630 0.31102 4.69893 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,487.26 1,487.26 0.02555 0.01095 0.09406 1,491.25 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.29804 0.29021 0.21434 3.46693 0.00000 0.00000 1.18900 1.18900 0.00000 0.27861 0.27861 — 1,091.55 1,091.55 0.01565 0.00782 1.11974 1,095.39 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.05439 0.05296 0.03912 0.63272 0.00000 0.00000 0.21699 0.21699 0.00000 0.05085 0.05085 — 180.718 180.718 0.00259 0.00130 0.18539 181.354 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.22. Architectural Coating (2031)

3.22.1. Onsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Off-Roa 0.11542 0.09539 0.77690 1.10346 0.00173 0.00943 — 0.00943 0.00867 — 0.00867 — 133.518 133.518 0.00542 0.00108 — 133.976 d
Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.11542 0.09539 0.77690 1.10346 0.00173 0.00943 — 0.00943 0.00867 — 0.00867 — 133.518 133.518 0.00542 0.00108 — 133.976 Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.08245 0.06814 0.55493 0.78819 0.00123 0.00673 — 0.00673 0.00619 — 0.00619 — 95.3697 95.3697 0.00387 0.00077 — 95.6970 Architect
ural
Coating
s

2.57387 2.57387 — — — — — — — — — — — — — — — —
Onsite
truck

0.01505 0.01244 0.10127 0.14384 0.00023 0.00123 — 0.00123 0.00113 — 0.00113 — 15.7895 15.7895 0.00064 0.00013 — 15.8437 Attachment 7 Exhibit A
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Architect
Coatings

0.46973 0.46973 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.22.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.43916 0.43185 0.23692 6.22374 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,657.31 1,657.31 0.01825 0.01095 3.16512 1,664.19 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.39900 0.38805 0.30372 4.46201 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,464.50 1,464.50 0.02555 0.01095 0.08211 1,468.49 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.28239 0.27457 0.21173 3.30814 0.00000 0.00000 1.18900 1.18900 0.00000 0.27861 0.27861 — 1,074.83 1,074.83 0.01565 0.00782 0.97577 1,078.53 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.05154 0.05011 0.03864 0.60374 0.00000 0.00000 0.21699 0.21699 0.00000 0.05085 0.05085 — 177.950 177.950 0.00259 0.00130 0.16155 178.563 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Attachment 7 Exhibit A
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3.23. Architectural Coating (2032)

0.11264 0.09309 0.77005 1.10069 0.00173 0.00813 — 0.00813 0.00748 — 0.00748 — 133.504 133.504 0.00542 0.00108 — 133.962 Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.11264 0.09309 0.77005 1.10069 0.00173 0.00813 — 0.00813 0.00748 — 0.00748 — 133.504 133.504 0.00542 0.00108 — 133.962 Architect
ural
Coating
s

3.60341 3.60341 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Attachment 7 Exhibit A
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Off-Roa 0.08067 0.06667 0.55154 0.78836 0.00124 0.00582 — 0.00582 0.00536 — 0.00536 — 95.6210 95.6210 0.00388 0.00078 — 95.9492 d
Equipm
ent
Architect
ural
Coating
s

2.58092 2.58092 — — — — — — — — — — — — — — — —
Onsite
truck

0.01472 0.01217 0.10066 0.14388 0.00023 0.00106 — 0.00106 0.00098 — 0.00098 — 15.8312 15.8312 0.00064 0.00013 — 15.8855 Architect
ural
Coating
s

0.47102 0.47102 — — — — — — — — — — — — — — — —
Onsite
truck

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

3.23.2. Offsite - 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 Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.42455 0.41725 0.23327 5.97113 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,633.97 1,633.97 0.01825 0.01095 2.73216 1,640.42 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.38440 0.37710 0.30007 4.28825 0.00000 0.00000 1.67298 1.67298 0.00000 0.39214 0.39214 — 1,443.88 1,443.88 0.02555 0.01095 0.07077 1,447.86 Attachment 7 Exhibit A
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Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.27532 0.27009 0.17231 3.16581 0.00000 0.00000 1.19225 1.19225 0.00000 0.27937 0.27937 — 1,062.62 1,062.62 0.01569 0.00784 0.84478 1,066.19 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — — — — —
Worker 0.05025 0.04929 0.03145 0.57776 0.00000 0.00000 0.21759 0.21759 0.00000 0.05098 0.05098 — 175.928 175.928 0.00260 0.00130 0.13986 176.520 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000