Cities Index.
Agenda packet

Vallejo City Council
March 24, 2026

Document
Agenda packet
Meeting
March 24, 2026
Body
Vallejo City Council
Pages
2,600
Original file
302.5 MB
Text extracted from the city's file for reading and search. Open the original on vallejoca.api.civicclerk.com. That file is the official record.

VISTA COVE PLANNED DEVELOPMENT P ROJECT

V ALLEJO, C ALIFORNIA

INITIAL S TUDY /S UBSEQUENT MITIGATED NEGATIVE DECLARATION NOVEMBER 2025
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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) • R5: Location R5 represents the existing noise sensitive single-family residence at 124 Shady Lane, approximately 188 feet west of the project site. Receiver R5 is placed near the private outdoor living area (backyard) facing the project site. • R6: Location R6 represents the existing noise sensitive Saint Patrick Saint Vincent High School at 1500 Benicia Road and the multi-family uses to the east of the school, approximately 339 feet north of the project site. Receiver R6 is representative of an outdoor area and the building façade, in terms of distance.

4.13.2.3 City of Vallejo Significance Criteria Summary
Table 4.13.A shows the significance criteria summary matrix. Noise and vibration impacts shall be considered significant if the project causes any of the following to occur:

Table 4.13.A: Significance Criteria Summary
Analysis Receiving Land
Use Condition(s) Significance Criteria
Daytime1 Nighttime2
Off-Site Noise
Noise- Sensitive
Residential areas where with project is less
than maximum "normally acceptable" level
of 60 CNEL (dBA)
≥ 5 dBA CNEL Project increase3
Project exceeds "normally acceptable" level
of 60 CNEL (dBA) ≥ 3 dBA CNEL Project increase3
Non-Noise
Sensitive Ambient ≥ 10 dBA CNEL Project increase3
On-Site Noise Noise- Sensitive
Exterior Noise Level Standard 60 dBA Ldn
Interior Noise Level Standard 45 dBA Ldn
Operational Noise
Noise- Sensitive
Residential areas where with project is less
than maximum "normally acceptable" level
of 60 CNEL (dBA)
≥ 5 dBA CNEL Project increase3
Project exceeds "normally acceptable" level
of 60 CNEL (dBA) ≥ 3 dBA CNEL Project increase3
Residential 60 dBA Leq4
Construction Noise
& Vibration
Noise Level Threshold 80 dBA Leq5 N/A
Vibration Level Threshold 0.30 PPV (in/sec)6
Source: City of Vallejo (2025). 1 "Daytime" = 7:00 a.m. - 10:00 2 "Nighttime" = 10:00 p.m. - 7:00 a.m. 3 City of Vallejo General Plan Action NBE-5.15E. 4 City of Vallejo Municipal Code, Section 16.502.09(C)(2) (Appendix 3.1). 5 City of Vallejo Municipal Code, Section 16.502.09(D)(1) (Appendix 3.1). 6 Caltrans Transportation and Construction Vibration Manual, April 2020 Table 19. dBA = A-weighted decibels
in/sec = inches per second
Ldn = day-night average sound level
Leq = equivalent continuous sound level
N/A = not applicable
PPV = peak particle velocity
VdB = vibration velocity decibels

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4.13.3 Impact Analysis
a. Would the project result in generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? (Less Than Significant Impact, No New Impact)
Construction Noise Impacts. This section summarizes the potential increase in impacts resulting from the short-term construction activities associated with the development of the proposed project compared to the prior General Plan EIR noise impact analysis. Noise generated by the construction equipment associated with the proposed project would include a combination of trucks, power tools, concrete mixers, and portable generators that when combined can reach high levels. Construction activities are expected to occur in the following stages: site preparation, grading, building construction, paving, and architectural coating. Based on the construction noise levels detailed in the Noise Impact Analysis,92 the highest anticipated noise levels during construction, occurring when the loudest equipment operates closest to the nearest sensitive receptor, would average approximately 65 dBA equivalent continuous sound level (Leq). This is below the City of Vallejo’s daytime construction noise threshold of 80 dBA Leq at all sensitive receptor locations. In addition, the project would be required to comply with noise-related provisions of the City of Vallejo Municipal Code, Chapters 12.40 and 16.502, which establish allowable hours of construction activity and prohibit construction noise that exceeds established performance standards. According to the City of Vallejo Municipal Code, Chapters 12.40 and 16.502. During construction, construction activities shall be limited to the hours of 7:00 a.m. to 6:00 p.m., Monday through Friday, and 9:00 a.m. to 6:00 p.m. on Saturdays. Construction is prohibited on Sundays and City-observed holidays, unless a special permit is issued by the City. Compliance with these existing regulatory requirements would ensure that construction activities occur only during permitted hours and would not generate excessive noise levels. Therefore, the proposed project would not result in new significant construction-related noise impacts. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

Off-Site Transportation Noise Impacts. As detailed in the Noise Impact Analysis,93 the location with the greatest chance of an off-site transportation noise impact is at the residence near the entrance to the project site and at Shady Lane and Wildflower Avenue. Assuming a typical speed of 25 miles per hour (mph), a predominantly automobile traffic mix, and no barriers, the proposed project is predicted to generate a noise level of 50.2 dBA CNEL at the nearest building façade of 196 Wildflower Avenue. Therefore, transportation associated with the proposed project would not expose existing noise-sensitive receivers to excessive noise levels, and the off-site traffic noise level impacts due to the proposed project are considered less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. Off-Site Operational Noise Impacts. Adjacent off-site land uses would potentially be exposed to stationary-source noise impacts from the proposed ground mounted air conditioning units. These units are anticipated to 92 Urban Crossroads. 2025. Vista Cove Noise Impact Analysis, City of Vallejo. April. 93 Ibid.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) operate intermittently throughout the day and night. The analysis considered worst-case conditions, assuming 24-hour operation, seven days per week. Based on the reference noise levels detailed in the Noise Impact Analysis,94 the highest operational noise level would average 33.3 dBA Leq at the sensitive receiver locations, which would not exceed the daytime or nighttime noise level thresholds of 60 dBA Leq or 50 dBA Leq, respectively, at any receiver location. As such, the air conditioning units, which represent the primary source of operational noise, would not exceed the City’s established thresholds for residential areas. Therefore, the operational noise generated by the proposed project would not result in a substantial permanent increase in ambient noise levels in excess of local standards as the project noise impacts were within the noise impacts evaluated in the General Plan EIR. Impacts would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. b. Would the project result in generation of excessive groundborne vibration or groundborne noise levels? (Less Than Significant Impact, No New Impact) Construction. Construction activity can result in varying degrees of ground vibration, depending on the equipment and methods used, distance to the affected structures and soil type. It is expected that ground-borne vibration from project construction activities would cause only intermittent localized effects. The proposed project’s construction activities most likely to cause vibration impacts are:Heavy Construction Equipment: Although all heavy mobile construction equipment has the potential to cause at least some perceptible vibration while operating close to buildings, the vibration is usually short-term and is not of sufficient magnitude to cause building damage.Trucks:

Trucks hauling building materials to construction sites can be sources of vibration intrusion if the haul routes pass through residential neighborhoods on streets with bumps or potholes. Repairing the bumps and potholes generally eliminates the problem.Based on the reference construction vibration levels detailed in the Noise Impact Analysis95 and the construction vibration assessment methodology published by the FTA, construction vibration velocity levels associated with the proposed project are estimated to range from less than 0.02 to 0.07 inches per second (in/sec) peak particle velocity (PPV) at the nearest adjacent off-site structure. Based on the maximum acceptable continuous vibration threshold of 0.10 in/sec PPV, the typical project construction vibration levels would not exceed the vibration thresholds at any local receiver. Additionally, since the vibration levels would be well below 0.30 in/sec PPV, there would be no structural vibration impacts.

Therefore, the project-related vibration impacts associated with construction activities are considered less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

Operation. The proposed project would not result in vibration impacts related to on-site stationary source operations because the proposed stationary equipment, ground-mounted air conditioning units, would not generate perceptible vibration levels. These units are typical residential heating, ventilation, and air conditioning (HVAC) systems designed for continuous, low-vibration operation and would be installed on vibration-isolating pads in accordance with standard construction practices.In addition, the proposed project would not result in vibration impacts from projectrelated traffic on site or on adjacent roadways. Project-related vehicle trips would consist of 94 Urban Crossroads. 2025. Vista Cove Noise Impact Analysis, City of Vallejo. April. 95 Ibid.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -122 standard passenger vehicles traveling on paved local roads. The rubber tires and suspension systems of these vehicles effectively dampen vibration, and such activity is not typically associated with perceptible or damaging levels of groundborne vibration. Based on a reference vibration level, structures located more than 20 feet from the roadways used by project-related traffic would experience vibration levels well below the commonly used threshold for structural damage.

Therefore, vibration levels generated from stationary equipment and project-related traffic would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.
c. For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within 2 miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? (No Impact, No New Impact)
Aircraft flyovers may be audible on the project site due to aircraft activity in the vicinity. The nearest airports to the project site are Buchanan Airfield, located approximately 10 miles to the southeast, and Napa County Airport, located approximately 10 miles to the north of the project site. Because the project site is not within the vicinity of a private airstrip or an airport land use plan or within 2 miles of a public airport or public use airport, the proposed project would not expose people residing or working in the project area to excessive noise levels. There would be no impacts. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

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4.14 POPULATION AND HOUSING
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
Would the project:
a. Induce substantial unplanned population growth in an area, either directly (for example, by proposing new
homes and businesses) or indirectly (for example,
through extension of roads or other infrastructure)?
b. Displace substantial numbers of existing people or
housing, necessitating the construction of replacement
housing elsewhere?

4.14.1 Prior Environmental Analysis
Chapter 4.12 of the General Plan EIR analyzed impacts related to population and housing associated with build out of the General Plan and determined that build out of the General Plan would result in less than significant impacts related to population and housing. No mitigation measures were prescribed. There are no General Plan goals, policies, or actions related to population and housing which would be applicable to the proposed project.

4.14.2 Background
The proposed project would include the construction of 51 single-family residential units and associated improvements, including new private internal roadways and alleys, fencing, landscaping, and common open space areas on vacant, undeveloped land. No residential units currently exist at the project site. Based on the City of Vallejo’s average household size (2019–2023) of 2.79 persons per household,96 the proposed project would increase the local population by approximately 143 persons.

4.14.3 Impact Analysis
a. Would the project induce substantial unplanned population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? (Less Than Significant Impact, No New Impact) The proposed project would include the construction of 51 single-family residential units and associated improvements, including new private internal roadways and alleys, fencing, landscaping, and common open space areas on vacant, undeveloped land. Based on the City of Vallejo’s average household size (2019–2023) of 2.79 persons per household,97 the proposed project would increase the local population by approximately 143 persons. The population of the City was estimated to be 96 United States Census Bureau. QuickFacts, Vallejo city, California; United States.2024. Website:
https://www.census.gov/quickfacts/fact/table/vallejocitycalifornia,US/PST045224 (accessed February 28, 2025). 97 Ibid.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -124 approximately 122,807 persons as of July 1, 2023.98 The anticipated population growth associated with the proposed project represents less than a 1 percent increase in the city’s current population.

The City’s population is projected to grow by 24,826 persons to a total of 142,744 persons by 2040.99 The proposed project represents approximately 0.6 percent of the population growth anticipated through 2040.

Because the project would create new housing, project implementation would increase the population in the area. This population growth, however, would not be considered substantial or unplanned because the proposed project is consistent with the City’s General Plan land use and zoning designations for the site and would thus be consistent with the growth assumed for build out of the General Plan. Therefore, the proposed project would not result in substantial unplanned population growth in the area, and this impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. b. Would the project displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere? (Less Than Significant Impact, No New Impact) The project site is currently vacant, undeveloped land consisting of undulating hills and flat areas covered primarily with non-native annual grassland and scattered mature trees. No residential uses currently exist within the project site. Because the proposed project includes the construction of 51 single-family residential units, the proposed project would contribute to the City’s housing supply.

Therefore, the proposed project would not result in the displacement of people or housing and would not require the construction of replacement housing elsewhere, and impacts would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. 98 United States Census Bureau. QuickFacts, Vallejo city, California; United States.2024. Website:
https://www.census.gov/quickfacts/fact/table/vallejocitycalifornia,US/PST045224 (accessed February 28, 2025). 99 Vallejo, City of. 2016. Op. cit.

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4.15 PUBLIC SERVICES
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
Would the project:
a. Result in substantial adverse physical impacts
associated with the provision of new or physically
altered governmental facilities, need for new or
physically altered governmental facilities, the
construction of which could cause significant
environmental impacts, in order to maintain acceptable
service ratios, response times or other performance
objectives for any of the public services:
i. Fire protection?
ii. Police protection?
iii. Schools?
iv. Parks?
v. Other public facilities?

4.15.1 Prior Environmental Analysis
Chapter 4.13 of the General Plan EIR analyzed impacts on public services associated with build out of the General Plan and determined that build out of the General Plan would result in less than significant impacts related to public services due to compliance with existing regulatory requirements including the California Building Code, California Fire Code, the City of Vallejo Municipal Code, and the payment of Public Facilities Impact Mitigation Fees. No mitigation measures were prescribed. However, the General Plan includes the following policies and actions related to public services which would be applicable to the proposed project:
○ Policy CP-2.3: Fire Prevention and Response Services. Ensure the provision of fire prevention and emergency response services that minimize fire risks and protect life and property.
■ Action CP-2.3E: Work with property owners and public agencies to ensure that plant growth is managed to minimize fire danger.
○ Policy NBE-5.3: Health and Safety Codes. Enforce development regulations and building code requirements to protect residents, businesses, and employees from flooding, liquefaction, earthquakes, fires, and other hazards.
■ Action NBE-5.3B: Continue to require development to comply with building and safety codes and continue to route plans and drawings to all relevant City departments for review.
○ Policy MTC-2.3: Emergency Response Routes. Ensure adequate emergency vehicle access in all areas of Vallejo.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -126 ■ Action MTC-2.3B: Continue to involve the Police and Fire Departments in the development review process to ensure that applicable requirements for emergency access are met.

4.15.2 Background
The project site is located within the City of Vallejo and is served by the following existing public services.

4.15.2.1 Fire Protection
Fire suppression, emergency medical and rescue services, and other life safety services are provided to the project area and the site by the Vallejo Fire Department (VFD). The closest active fire station to the project site is Vallejo Fire Station 24 at 1005 Oakwood Avenue, approximately 1.7 miles northwest of the project site. Fire Station 24 houses an engine company of three firefighters on each shift.100

4.15.2.2 Police Protection
The Vallejo Police Department (VPD) provides law enforcement services to the City of Vallejo. VPD has one station within the city limits, located at 111 Amador Street approximately 2.5 miles northwest of the project site.101

4.15.2.3 Schools
The project site is within the boundaries of the Vallejo City Unified School District (VCUSD). The VCUSD operates 20 schools, including 10 elementary schools serving kindergarten through 5th grade; 5 schools serving kindergarten through 8th grade; one middle school serving grades 6 through 8, two high schools serving grades 9 through 12; one adult school, and one alternative school.

4.15.2.4 Parks
The Greater Vallejo Recreation District (GVRD) currently operates 33 parks with various amenities throughout the city, including: 20 neighborhood parks, 10 community parks, 6 special-purpose parks, and 4 community centers. It also manages over 1,000 acres of public land within Vallejo and some surrounding areas.102 The closest parks to the project site are Benicia State Recreation Area (located approximately 0.3 mile southeast of the project site), Glen Cove School Park (located approximately 0.5 mile southwest of the project site), and Glen Cove Waterfront Park (located approximately 0.9 mile southwest of the project site). Benicia State Recreation Area includes trails, picnic areas, and campsites. Glen Cove School Park includes a children’s play area, tennis and pickleball courts, picnic tables, and a sports field. Glen Cove Waterfront Park includes trails that connect to the San Francisco Bay Trail.
100 Vallejo, City of. 2016. Op. cit. 101 Ibid. 102 Greater Vallejo Recreation District (GVRD). 2025. About the District. Website: https://www.gvrd.org/aboutthe-district (accessed March 4, 2025).

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4.15.3 Impact Analysis
a. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services:
i. Fire protection? (Less Than Significant Impact, No New Impact) Fire suppression, emergency medical and rescue services, and other life safety services are provided to the project area and the site by the Vallejo Fire Department (VFD). The VFD also provides a range of non-emergency services, including public education, fire prevention programs, and permit inspection services. The VFD also participates in countywide and Statewide mutual-aid programs with fire agencies in Solano County, Napa County, and Contra Costa County. There are six fire stations within Vallejo. The closest fire station to the project site is Vallejo Fire Station 26 at 1335 Fulton Avenue, approximately 0.6 mile west of the project site. However, Fire Station 26 is currently closed due to budget cuts. The closest active fire station to the project site is Vallejo Fire Station 24 at 1005 Oakwood Avenue, approximately 1.7 miles northwest of the project site. Fire Station 24 houses an engine company of three firefighters on each shift. Current VFD staffing and equipment levels allow for simultaneous dispatch of up to three engines, one truck, one paramedic unit, and the Battalion Chief.103
The VFD currently meets its response time goals in much of the city, where incidents are generally clustered in proximity to higher-call-volume fire stations. In outlying areas of the city, steep terrain and a winding street network make maintaining response time goals more challenging. Mutual-aid agreements with neighboring jurisdictions help ensure adequate response times in the outlying areas. Currently, VFD can dispatch firefighters to areas farthest from any station within 12 minutes of call receipt, which is generally adequate to stop serious fires from spreading to adjoining buildings and to provide medical treatment for noncritical patients.104 Planned growth under the General Plan would increase calls for fire protection services in Vallejo.

The proposed project is consistent with the site’s General Plan designations and does not represent unplanned growth given that the project site would be developed consistent with applicable land use and zoning designations. As noted in Section 4.14, Population and Housing, the proposed project would result in an incremental increase in the population of the city and therefore incrementally increase the demand for emergency fire services and emergency medical services. However, the proposed project would be required to comply with all applicable codes for fire safety and emergency access.

VFD would review the site plans, fire truck access, and site fire flow design for the proposed project to ensure that adequate emergency access is provided prior to issuance of a building permit. Project design features incorporated into the structural design and layout of the residential units would keep 103 Vallejo, City of. 2016. Op. cit. 104 Ibid.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -128 service demand increases to a minimum. For example, the project would be constructed in accordance with the current CBC, which requires all on-site structures to incorporate construction techniques and materials such as roofs, eaves, exterior walls, vents, appendages, windows, and doors that are resistant to and/or perform at high levels against ignition during exposure to fires.

Vehicular access to the project site would be provided by one full-access residential street through an established community to the west of the intersection of Shady Lane and Wildflower Avenue, and the proposed project would include new internal residential streets. The proposed roadways would be developed to City and Fire Code standards to allow emergency vehicles ease of access and maneuverability.

Furthermore, the project sponsor would be required to pay public facilities impact mitigation fees105 used to fund capital costs associated with constructing new public facilities and purchasing equipment for new public facilities. These fees are one-time charges applied to new development and are imposed to raise revenue for the construction or expansion of capital facilities located outside of project boundaries of a new development that benefit the area. Public facilities impact mitigation fees enable the City to collect fair-share fees from new development projects to fund new infrastructure and services. These fees are collected for specific infrastructure needs and are deposited into different accounts representing these requirements. Payment of public facilities impact mitigation fees commensurate with the increased demand for services in Vallejo would offset any increase in demand for fire protection services.

Development of the proposed project would not cause fire staffing, facilities, or equipment to operate at a deficient level of service. The VFD would continue providing services to the project site and would not require additional firefighters to serve the proposed project. The construction of a new or expanded fire station would also not be required. The potential increase in demand for service is not expected to adversely affect existing response times to the site or within Vallejo.

Therefore, the proposed project would not result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities or the need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts in order to maintain acceptable service ratios, response times, or other performance objectives for fire protection, and this impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. ii. Police protection? (Less Than Significant Impact, No New Impact) The Vallejo Police Department (VPD) provides law enforcement services to the City of Vallejo.

Property crimes, including burglary, larceny, and robbery, account for most of the crime in Vallejo, and at times exceed the Bay Area and California averages.106 The project site is located adjacent to an established residential area of the city, which is already served by the VPD. VPD has one station 105 Vallejo, City of. Vallejo, California Municipal Code, Title 3 – Revenue and Finance, Chapter 3.06 – Public Facilities Impact Mitigation Fee. Website: https://library.municode.com/ca/vallejo/codes/municipal_ code?nodeId=TIT3REFI_CH3.06PUFAIMMIFE (accessed March 4, 2025). 106 Vallejo, City of. 2016. Op. cit.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) within the city limits, located at 111 Amador Street approximately 2.5 miles northwest of the project site. VPD is organized into eight units providing field operations and support services. The Communications and Dispatch Unit provides public safety communications for police and fire, answering 9-1-1 calls and dispatching police, fire, and medical responses in the greater Vallejo area.

The Community Services Unit, established at the end of 2013, addresses quality-of-life crimes in the city and provides assistance and support to Neighborhood Watch groups as well as public education and outreach services in the community.107
Planned growth under the General Plan would increase calls for police protection service in the city.

The proposed project could result in an incremental increase in the demand for police protection services; however, the proposed project is consistent with the site’s General Plan designation and does not represent unplanned growth. As previously discussed, development of the proposed project would increase the population on the project site and incrementally increase demand for emergency police services. However, the VPD would continue to provide service to the project site and would likely not require additional officers to serve the proposed project, considering the negligible increase in population that would result from the proposed project (less than 1 percent of the City’s current population). Furthermore, the project sponsor would be required to pay public facilities impact mitigation fees108 used to fund capital costs associated with constructing new public facilities and purchasing equipment for new public facilities. Payment of public facilities impact mitigation fees commensurate with the increased demand for services in the city would offset any increase in demand for police protection services.

The construction of new or expanded police facilities would not be required to serve the proposed project. Therefore, the proposed project would not result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, or the need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts in order to maintain acceptable service ratios, response times, or other performance objectives for police protection. This impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. iii. Schools? (Less Than Significant Impact, No New Impact) The project site is within the boundaries of the Vallejo City Unified School District (VCUSD). The VCUSD operates 20 schools, including 10 elementary schools serving kindergarten through 5th grade; 5 schools serving kindergarten through 8th grade; one middle school serving grades 6 through 8, two high schools serving grades 9 through 12; one adult school, and one alternative school. According to the VCUSD locator map, students generated by the site’s population increase are anticipated to attend the following schools: Glen Cove Elementary School, Hogan Middle School, and Jesse Bethel High School. Table 4.15.A shows the current and past enrollment for VCUSD, Glen Cove Elementary 107 Vallejo, City of. 2016. Op. cit. 108 Vallejo, City of. n.d.-a. Vallejo, California Municipal Code, Title 3 – Revenue and Finance, Chapter 3.06 – Public Facilities Impact Mitigation Fee. Website: https://library.municode.com/ca/vallejo/codes/ municipal_code?nodeId=TIT3REFI_CH3.06PUFAIMMIFE (accessed March 4, 2025).

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -130 Table 4.15.A: Vallejo City Unified School District Enrollment Data District/School 2021–2022 Enrollment 2022–2023 Enrollment 2023–2024 Enrollment Vallejo City Unified School District 12,717 12,215 11,799 Glen Cove Elementary School 463 447 430
Hogan Middle School 930 867 849
Vallejo High School 1,448 1,335 1,193
Source: Enrollment data obtained from the California Department of Education, Data Quest Website: Enrollment by Grade – Vallejo City Unified (California Department of Education 2025) (accessed March 4, 2025).

School, Hogan Middle School, and Jesse Bethel High School. As shown in Table 4.15.A, enrollment in the VCUSD, Glen Cove Elementary School, Hogan Middle School, and Vallejo High School has decreased in the last 3 school years.

The estimated number of students the proposed project would generate is derived by multiplying the number of students per dwelling unit (the student yield factor) by the number of dwelling units in the proposed project (51 new units). The California State Allocation Board Office of Public School Construction reports that the Statewide student yield factor of 0.7 student per dwelling unit is applicable for unified school districts.109 Applying the Statewide average student yield factor, the proposed project would generate 36 students. The proposed project is consistent with the site’s General Plan designations and does not represent unplanned growth given that the project site would be developed consistent with applicable land use and zoning designations. The EIR prepared for the General Plan determined that on a district-wide level the projected growth under implementation of the General Plan would not exceed school capacity.110 In addition, under State law, the project sponsor would be required to pay school impact fees per SB 50, prior to the issuance of a building permit, to mitigate for impacts to school facilities. Therefore, the project would not require the construction of new or physically altered educational facilities, the construction of which could result in an environmental impact. Impacts associated with the need to expand educational services and facilities in order to maintain acceptable levels of service would be less than significant.

No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. iv. Parks? (Less Than Significant Impact, No New Impact) The Greater Vallejo Recreation District (GVRD) currently operates 33 parks with various amenities throughout the city, including: 20 neighborhood parks, 10 community parks, 6 special-purpose parks, and 4 community centers. It also manages over 1,000 acres of public land within Vallejo and some surrounding areas.111 The City has established a parkland standard of 4.25 acres per 1,000 people. 109 California Office of Public School Construction. 2019. School Facility Program Handbook. January. 110 Vallejo, City of. 2016. Op. cit. 111 Greater Vallejo Recreation District (GVRD). 2025. About the District. Website: https://www.gvrd.org/aboutthe-district (accessed March 4, 2025).

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) Vallejo currently has 7.90 acres of parkland per 1,000 residents. Therefore, the City is currently exceeding its adopted parkland service standard.112
The proposed project involves the construction of 51 single-family residences and would induce minor population growth in the area. The increase in residents within the area may result in an incremental increase in demand for and use of local parks and recreation areas. However, this increase in use is not expected to adversely affect the physical conditions of local and regional open space areas or recreational facilities or require the provision of new parks or facilities because the proposed project is anticipated to increase the city’s population by less than 1 percent. The closest parks to the project site are Benicia State Recreation Area (located approximately 0.3 mile southeast of the project site), Glen Cove School Park (located approximately 0.5 mile southwest of the project site), and Glen Cove Waterfront Park (located approximately 0.9 mile southwest of the project site).

Benicia State Recreation Area includes trails, picnic areas, and campsites. Glen Cove School Park includes a children’s play area, tennis and pickleball courts, picnic tables, and a sports field. Glen Cove Waterfront Park includes trails that connect to the San Francisco Bay Trail.

The proposed project would include 9.74 acres of undisturbed open space and 3.55 acres of common open space, including two bioretention areas, walkways, a loop walk around a flexible-use turf area, and a vista overlook for residents. The proposed single-family residences would also include private front and rear yards. However, the project does not include any outdoor areas intended for public use. The construction of these private facilities is expected to reduce the strain of use on existing neighborhood parks and recreational facilities.

Because the population increase due to the proposed project is not substantial enough to cause a strain on parks and facilities, the proposed project would not result in a substantial increase in demand for park or recreation services in the vicinity such that new facilities would be required to serve the project. Furthermore, new residential development is required to pay park impact fees, as required by Chapter 3.18 of the City’s Municipal Code, to generate revenue to be used for the acquisition of land for parks, recreational facilities, or open space; for improvement thereto; or for reasonable consultation fees, feasibility studies, environmental review, and professional services performed in connection with acquisition or improvement of parks, recreational facilities, or open space.113 Therefore, the proposed project would not result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities or the need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts in order to maintain acceptable service ratios, response times, or other performance objectives for recreation, and this impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. 112 Vallejo, City of. 2016. Op. cit. 113 Vallejo, City of. n.d.-b. Vallejo, California Municipal Code, Title 3 – Revenue and Finance, Chapter 3.18 Land Dedication and Fees for Park and Recreational Purposes. Website: https://library.municode.com/ca/ vallejo/codes/municipal_code?nodeId=TIT3REFI_CH3.18LADEFEPAREPU (accessed March 4, 2025).

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -132 v. Other public facilities? (Less Than Significant Impact, No New Impact) Development of the proposed project could also increase demand for other public services, including libraries, community centers, and public healthcare facilities. However, due to the minimal increase in population, the proposed project would not substantially increase the use of these facilities such that new facilities would be needed to maintain service standards, as these facilities are not currently overused and have the capacity to serve new demand. Therefore, impacts to other public facilities would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

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4.16 RECREATION
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
a. Would the project increase the use of existing
neighborhood and regional parks or other recreational
facilities such that substantial physical deterioration of the facility would occur or be accelerated?
b. Does the project include recreational facilities or
require the construction or expansion of recreational
facilities which might have an adverse physical effect
on the environment?

4.16.1 Prior Environmental Analysis
Chapter 4.11 of the General Plan EIR analyzed impacts on parks and recreation associated with build out of the General Plan and determined that build out of the General Plan would result in less than significant impacts related to parks and recreation because the City exceeds its current parkland standard and existing State and local regulations would serve to ensure that future development would not result in significant impacts related to parks and recreation. No mitigation measures were prescribed. However, the General Plan includes the following policies and actions related to recreation which would be applicable to the proposed project:
○ Policy CP-3.4 Parks. Plan for and provide parkland and facilities to support Vallejo’s recreational needs.
■ Action CP-3.4A: Maintain a standard of 4.25 acres of parkland per thousand residents and continue to require that new residential development make a fair share contribution to future parks development.

4.16.2 Background
The Greater Vallejo Recreation District (GVRD) currently operates 33 parks with various amenities throughout the city, including: 20 neighborhood parks, 10 community parks, 6 special-purpose parks, and 4 community centers. It also manages over 1,000 acres of public land within Vallejo and some surrounding areas.114 The closest parks to the project site are Benicia State Recreation Area (located approximately 0.3 mile southeast of the project site), Glen Cove School Park (located approximately 0.5 mile southwest of the project site), and Glen Cove Waterfront Park (located approximately 0.9 mile southwest of the project site). Benicia State Recreation Area includes trails, picnic areas, and campsites. Glen Cove School Park includes a children’s play area, tennis and pickleball courts, picnic tables, and a sports field. Glen Cove Waterfront Park includes trails that connect to the San Francisco Bay Trail.
114 Greater Vallejo Recreation District (GVRD). 2025. About the District. Website: https://www.gvrd.org/aboutthe-district (accessed March 4, 2025).

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4.16.3 Impact Analysis
a. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? (Less Than Significant Impact, No New Impact) As discussed in Section 4.15, Public Services, residents of the proposed project would be expected to use local parks and community facilities within Vallejo and the surrounding neighborhoods, as well as regional recreational facilities. Although the proposed project would incrementally increase use of these facilities, this minor increase in use is not expected to result in substantial physical deterioration of local parks, trails, and community centers. As discussed in Section 4.14, Population and Housing, the anticipated population growth associated with the proposed project represents less than a 1 percent increase in the city’s current population. Based on the estimated population increase, these facilities are anticipated to have the capacity to serve this increase in demand.

The project also includes the construction and development of various outdoor amenities within the project site, including 9.74 acres of undisturbed open space and 3.55 acres of common open space, including two bioretention areas, walkways, a loop walk around a flexible-use turf area, and a vista overlook for residents. The proposed single-family residences would also include private front and rear yards. The construction of these private facilities is expected to reduce the strain of use on existing neighborhood parks and recreational facilities. Furthermore, new residential development is required to pay park impact fees, as required by Chapter 3.18 of the City’s Municipal Code, to generate revenue to be used for the acquisition of land for parks, recreational facilities, or open space; for improvement thereto; or for reasonable consultation fees, feasibility studies, environmental review, and professional services performed in connection with acquisition or improvement of parks, recreational facilities, or open space. 115 Therefore, the proposed project would have a less than significant impact on existing parks or other recreational facilities. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.
b. Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? (No Impact, No New Impact)
As previously discussed, the proposed project would include the construction and development of various outdoor amenities within the project site, including 9.74 acres of undisturbed open space and 3.55 acres of common open space, including two bioretention areas, walkways, a loop walk around a flexible-use turf area, and a vista overlook for residents. These private amenities would be for use by residents of the development and not for public recreational use. The proposed project does not include or require the construction or expansion of existing public recreational facilities, which might have an adverse physical effect on the environment, and no impact would occur. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. 115 Vallejo, City of. n.d.-b. Op. cit.

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4.17 TRANSPORTATION
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
Would the project:
a. Conflict with a program, plan, ordinance or policy
addressing the circulation system, including transit,
roadway, bicycle and pedestrian facilities?
b. Conflict or be inconsistent with CEQA Guidelines
§15064.3, subdivision (b)?
c. Substantially increase hazards due to a geometric
design feature (e.g., sharp curves or dangerous
intersections) or incompatible uses (e.g., farm
equipment)?
d. Result in inadequate emergency access?

4.17.1 Prior Environmental Analysis
Chapter 4.14 of the General Plan EIR analyzed impacts to transportation and traffic associated with build out of the proposed project and determined that development would conflict with an applicable plan, ordinance, or policy establishing measures of effectiveness for the performance of the circulation system and freeway and highway facility impacts would be significant. The General Plan EIR prescribed Mitigation Measure TRANS-1a.1, requiring the City work to minimize congestion in the two-lane road portion of Sonoma Boulevard; General Plan EIR Mitigation Measure TRANS1a.2, requiring the City make roadway improvements to Railroad Avenue; and General Plan EIR Mitigation Measure TRANS-1b, requiring the City work with the Solano Transportation Authority and Caltrans to study, identify, program, and build capacity improvements on SR-37 between I-80 and west of the Mare Island interchange. None of these mitigation measures would be applicable to the proposed project as the project site is not located in the vicinity of any of the proposed transportation improvements. Even with implementation of these mitigation measures, the impacts were determined to be significant and unavoidable.

Additionally, the General Plan includes the following policies and actions related to transportation and traffic which would be applicable to the proposed project:
• Goal MTC-2: Mobile Community: Enhance local transportation options and maintain a safe, convenient, and sustainable local transportation system. ○ Policy MTC-2.1: Safety First: Prioritize pedestrian, bicycle, and automobile safety over traffic flow.
○ Policy MTC-2.3: Emergency Response Routes: Ensure adequate emergency vehicle access in all areas of Vallejo.
■ Action MTC-2.5B: Set vehicle Level of Service of E or better as an advisory standard to be considered along with, but not to override, metrics for pedestrian, bicycle, transit,

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -136 and emergency access performance, with the prioritization of metrics to be determined by the street type and context.
■ Action MTC-2.5E: Continue to collect both City and Regional transportation impact fees so that development makes fair share contribution to improvements needed to maintain established standards for all modes of transportation, including for traffic flow, roadway safety, and pavement condition.
○ Policy MTC-2.7: Complete Streets: Increase accessibility for and use of streets by pedestrians, bicyclists, and transit riders.
■ Action MTC-2.8C: As part of the site plan approval process, require development to provide services from a menu of transportation demand management (TDM) strategies that will reduce VMT.
○ Policy MTC-2.11: Sustainable Transportation: Ensure that circulation improvements can be operated and maintained within existing and future resource limitations. • Goal MTC-3: Interconnected Community: Improve connections within and between Vallejo’s neighborhoods for all travel modes.
○ Policy MTC-3.1: Coordinated Transportation Planning: Ensure that improvements to the transportation network support a land use pattern that connects the community and facilities travel among Vallejo’s neighborhoods.

4.17.2 Background
The following discussion is based on the findings from the Transportation Analysis116 prepared for the proposed project, which is included in Appendix I of this Initial Study.

4.17.2.1 Existing Circulation System
The 20.13-acre project site is located at the northeast corner of Shady Lane and Wildflower Avenue (Assessor’s Parcel Numbers [APNs] 0079-171-170 and 0079-120-100) in southeastern Vallejo, west of the eastern boundary with the city of Benicia, in an area consisting primarily of residential, recreational, and public and semi-public uses. Regional vehicular access to the project site is provided by Interstate 780 (I-780), located immediately north of the project site. I-780 is an eastwest route between Vallejo and Benicia, connecting Interstate 80 (I-80) to Interstate 680 (I-680) in Benicia. I-780 is a four-lane divided facility (two lanes in each direction), with a speed limit of 65 mph.117 The route serves an annual average daily traffic (AADT) volume of 55,000 vehicles through 116 LSA Associates, Inc. 2025. Transportation Analysis for the Vista Cove Project (LSA Project No. 20241845).

January 9. 117 City of Vallejo. 2016. Propel Vallejo General Plan Update and Sonoma Boulevard Specific Plan EIR for the City of Vallejo. July.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) Vallejo at Columbus Parkway.118 The closest on- and off-ramps to the project site are located along Glen Cove Road, approximately 0.45 mile west of the project site.

Direct local access to the project site is via Shady Lane and Wildflower Avenue that border the site immediately to the southwest. Shady Lane and Wildflower Avenue and other roadways in the nearby vicinity of the project site are classified as local streets, which are defined as providing direct access to property, and typically have higher intersection spacing and lower speeds than the other roadway classes.119 Glen Cove Parkway, which is located approximately 0.5 mile west of the project site, is the nearest classified collector street. Collector streets provide connectivity within the city, linking local roads to arterials. Collectors, along with local streets, provide the highest level of access from private property driveways. Collectors typically have lower speeds than arterials, and more closely spaced intersections than arterials.120

4.17.2.2 Existing Transit System
Solano County Transit (Soltrans) provides local bus, regional express bus, and Americans with Disabilities Act (ADA) paratransit bus services in Vallejo. Local bus service is supplemented by limited-service routes for school days and regional express bus service connecting to the Contra Costa communities of El Cerrito, Pleasant Hill, and Walnut Creek and the Fairfield Transportation Center in Fairfield. Express bus services also provide connections to San Francisco Bay Area Rapid Transit (BART), AC Transit, County Connection, Fairfield and Suisun Transit, Golden Gate Transit, San Francisco Bay Ferry, Vine Transit, and WestCAT. The project area is served by SolTrans Routes 3 and 8, with the transit stops located approximately 0.5 mile to the west along Glen Cove Parkway, which are accessible to and from the project site via sidewalks along nearby local streets. The Amtrak station in Vallejo is located approximately 4 miles northwest of the project site and the Vallejo Ferry Terminal, which offers ferry service between Vallejo and San Francisco, is located approximately 3.5 miles northwest of the project site.

4.17.2.3 Existing Bicycle and Pedestrian System
Pedestrian facilities include sidewalks, pedestrian signal phases, curb ramps, curb extension, and various streetscape amenities such as lighting and benches. In general, a network of sidewalks, crosswalks, pedestrian signals, and curb ramps provide access for pedestrians in the vicinity of the proposed project site.

Bikeways in the city are classified into the following categories:
• Class I – off-street bike paths
• Class II – on-street bike lanes marked by pavement striping and signage • Class III – on-street designated bike routes that share the road with motorized vehicles 118 City of Vallejo. 2016. Propel Vallejo General Plan Update and Sonoma Boulevard Specific Plan EIR for the City of Vallejo. July. 119 Ibid. 120 Ibid.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -138 The nearest designated bikeway to the project area consists of a Class II Bikeway along Glen Cove Parkway, approximately 0.5 mile west of the project site.121

4.17.3 Impact Analysis
a. Would the project conflict with a program plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities? (Less Than Significant Impact, No New Impact)
The proposed project would include the construction of 51 single-family residential dwelling units and undeveloped open space on 10 acres within a 20.13-acre project site at the northeast corner of Shady Lane and Wildflower Avenue. The proposed project would be accessed via one full access residential street off the intersection of Shady Lane and Wildflower Avenue. The proposed project would include new internal residential streets with parking on one side and an attached sidewalk.

The project would also include private alleys which would be smaller in scale than the private residential streets and would include shared vehicular access to houses with garages fronting onto them. The remainder of the project site would remain undeveloped.

Roadway Analysis.The City of Vallejo Traffic Impact Analysis/Study Guidelines122 were adopted to identify the traffic impacts to traffic operation and safety and to provide the standard requirements for the preparation of a traffic study. These guidelines state that projects likely to add 500 or more daily two-way trips or 100 or more peak period two-way trips would require a traffic analysis. The trip generation for the proposed project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (2021)123 for Land Use Code 210 (SingleFamily Detached Housing), as shown in Table 4.17.A, below.

Table 4.17.A: Trip Generation
Land Use (ITE Land Use Code) Size Unit ADT AM Peak Hour PM Peak Hour In Out Total In Out Total
Trip Rates
Single-Family Detached Housing (210)1 DU 9.43 0.18 0.52 0.70 0.59 0.35 0.94 Proposed Project Trip Generation
Vista Cove Planned Development 51 DU 481 9 26 35 30 18 48 Net Trip Generation 481 9 26 35 30 18 48 1 Trip rates based on the ITE Trip Generation Manual, 11th Edition (2021).

ADT = average daily traffic
ITE = Institute of Transportation Engineers
DU = dwelling unit
As Table 4.17.A indicates, the proposed project is anticipated to generate 481 daily trips of which 35 would occur in the AM peak hour and 48 would occur in the PM peak hour. As such, the project’s trip generation is below the thresholds established by the City’s guidelines and the preparation of a traffic analysis is not required for the proposed project. The project traffic is included within the 121 City of Vallejo. 2016. Op. cit. 122 City of Vallejo Public Works Department. Traffic Impact Analysis/Study Guidelines. 123 Institute of Transportation Engineers (ITE). 2021. Trip Generation Manual, 11th Edition.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) traffic generated by the General Plan build out, and the project would not result in a new significant impact or in a substantial increase in the severity of the transportation impacts identified in the General Plan EIR.

Similarly, the 2023 Solano County Congestion Management Program (CMP)124 states that projects are reviewed if they will cause a net increase of 100 or more PM peak-hour vehicle trips. The proposed project traffic is below this threshold for review.

Action MTC 2.5-B of the City’s General Plan sets a level of service (LOS) standard of E or better to be considered along with, but not to override, metrics for pedestrian, bicycle, transit, and emergency access performance. As such, an analysis was prepared to identify the project’s potential to affect the operation of the intersection of Glen Cove Parkway/Robles Way. The signalized intersection of Glen Cove Parkway/Robles Way is one of the access points for the existing neighborhood adjacent to the proposed project and an intersection that traffic for most of the Glen Cove community passes through. It is anticipated that all vehicles for the proposed project will use the intersection of Glen Cove Parkway/Robles Way. LSA contracted with an independent data collection company to collect traffic volume data during the morning and afternoon peak commute periods at this intersection on Thursday, August 22, 2024. All project trips were distributed to/from the north and were added to the existing traffic volume data for the project scenario. Table 4.17.B summarizes the results of the LOS analysis. LOS worksheets are provided in Appendix I. As Table 4.17.B shows, the intersection operates at satisfactory LOS B in existing conditions and traffic from the proposed project would not change the delay at this intersection such that the LOS of the intersection would be reduced or degraded below LOS E, consistent with General Plan Policy MTC-2.5.

Table 4.17.B: Vehicle Level of Service Summary
Intersection
No Project With Project Change With
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Project Delay
(sec) LOS Delay (sec) LOS Delay (sec) LOS Delay(sec) LOS AM PM Glen Cove Parkway/Robles
Way

11.3 B 12.7 B 12.5 B 14.0 B 1.2 1.3
Source: Compiled by LSA (2024) using Synchro 11 modeling software.

LOS = level of service
sec = seconds
Because the project would generate fewer trips than the threshold for review established by the City and in the CMP, and because project traffic was not found to degrade the operation of the intersection of Glen Cove Parkway/Robles Way to below LOS E, it is determined that the project does not have the potential to significantly affect roadway operations, and the project would not conflict with General Plan policies regarding LOS. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.
124 Solano Transportation Authority. 2023. 2023 Solano County Congestion Management Program.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -140 Transit, Pedestrian, and Bicycle Facilities. The potential impacts of the project on pedestrian, bicycle and transit are described below.Pedestrian Facilities. According to the United States Census Bureau,125 pedestrian trips comprise approximately 1.6 percent of the total commute mode share in the City of Vallejo. The proposed project also would generate pedestrian trips to/from transit stops, recreation areas, and employment centers. The volume of pedestrian trips generated by the project would not exceed the carrying capacity of the sidewalks and crosswalks nearby.In the immediate project vicinity, there are sidewalks along Wildflower Avenue and Shady Lane up to the intersection with Robles Way and along Robles Way. There are marked crosswalks, pedestrian push buttons, and pedestrian signals provided at the signalized intersection of Robles Way with Glen Cove Parkway.

Although very few pedestrian trips are anticipated to and from the site, the City’s General Plan policies encourage non-motorized travel, including walking, bicycling, and transit.

Consistent with existing City policies, the proposed project would provide minimum 4.5-footwide pedestrian pathways to connect the single-family homes to the common open space areas within the developed portion of the proposed project and adjacent neighborhood. The proposed project would not disrupt existing pedestrian facilities and would not interfere with planned pedestrian facilities. Therefore, the proposed project would have a less than significant impact on pedestrian facilities. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

Bicycle Facilities. United States Census Bureau data indicate that bicycle trips comprise approximately 1.7 percent of the total commute mode share in the City of Vallejo.126 The low volume of bicycle trips generated by the project would not exceed the bicycle-carrying capacity of streets surrounding the site, and the increase in bicycle trips would not by itself require new off-site bicycle facilities. The nearest designated bikeway to the project area consists of a Class II Bikeway along Glen Cove Parkway, approximately 0.5 mile west of the project site. The proposed project, by itself, would not require additional bicycle service to the area. The proposed project would not preclude, modify, or otherwise affect existing or proposed bicycle projects or policies identified in the General Plan Transportation Element. Therefore, the proposed project would have a less than significant impact on bicycle facilities. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

Transit Service. The project area is served by SolTrans Routes 3 and 8, with the transit stops located approximately 0.5 mile to the west along Glen Cove Parkway, which are accessible to and from the project site via sidewalks along nearby local streets. According to the United States Census Bureau, transit trips comprise approximately 5 percent of the total commute mode share in the City of Vallejo.127 In addition to commute trips, there would be additional transit trips to 125 United States Census Bureau. 2021 Census. 5-year ACS Data Table B08134: Means of Transportation to Work by Travel Time to Work. Website: https://data.census.gov/table?q=B08134:+MEANS+OF++ TRANSPORTATION+TO+WORK+BY+TRAVEL+TIME+TO+WORK&g=160000+0US0681554_1600000US06816 66&tid=ACSDT5Y2021.B08134 (accessed February 9, 2023). 126 Ibid. 127 United States Census Bureau. 2021. Op. cit.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) nearby schools, parks, and shopping areas. The low volume of transit trips generated by the project would not exceed the carrying capacity of the existing transit service to the site and the proposed project would not interfere with existing transit facilities or preclude the construction of any planned transit facilities or otherwise affect existing or proposed transit projects or policies identified in the City of Vallejo General Plan. Therefore, the proposed project would have a less than significant impact on transit service. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.b. Would the project conflict or be inconsistent with CEQA Guidelines §15064.3, subdivision (b)? (Less Than Significant Impact, No New Impact) The State revised its State CEQA Guidelines in January 2019. Among those revisions, the evaluation of transportation impacts on a project’s effect on vehicle miles traveled (VMT) replaced consideration of vehicle delay and level of service (LOS). In July 2020, the City adopted the City of Vallejo CEQA Transportation Impact Analysis Guidelines, which were revised in October 2020.128 The City’s guidelines include project type screening for projects presumed to have a less than significant impact. Projects generating fewer than 110 daily vehicle trips are included as projects screened from preparing additional VMT analysis. A footnote is provided with this value that indicates the threshold ties directly to the 2018 OPR Technical Advisory. The footnote further explains that the OPR Technical Advisory notes that CEQA provides a categorical exemption for existing structures up to 10,000 square feet and that general office buildings generate or attract an additional 110-124 trips per 10,000 square feet.

However, in Cleveland National Forest Foundation v. County of San Diego (2025) 110 Cal.App.5th 948 [331 Cal.Rptr.3d 264] the Fourth Appellate District of the State of California found that reliance on the OPR Technical Advisory suggestion without evidentiary support is not valid. Indeed, in the first paragraph of the introduction to the OPR Technical Advisory it states that the document does not alter lead agency discretion and that the document should not be construed as legal advice. It should further be noted that the OPR Technical Advisory explanation for the small project threshold suggestion is related to commercial and not residential development.

As part of the transportation analysis a memorandum was prepared establishing evidentiary support for a small project threshold for residential development within the Bay Area Air District (Air District).129 That memorandum is provided in Appendix I. The evidence examined showed that the Air District has determined that development of fewer than 421 dwelling units would have a less than significant impact on regional GHG emissions. Furthermore, the project’s 481 daily trips identified in Table 4.17.A would produce GHG emissions at a level below the threshold of significance, and the project would not cause an increase in emissions that would result in a new significant impact or a substantially greater impact when compared to the City’s prior CEQA analysis for the General Plan.

The proposed project extends existing residential development and would have a less than significant impact on GHG emissions because it is a small project, and as such would not conflict or 128 City of Vallejo. 2020. City of Vallejo CEQA Transportation Impact Analysis Guidelines. October. 129 Bay Area Air District. 2022. California Environmental Quality Act Air Quality Guidelines.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -142 be inconsistent with State CEQA Guidelines Section 15064.3, subdivision (b). The project would therefore have a less than significant impact on the VMT. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.
c. Would the project substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? (Less Than Significant Impact, No New Impact)
The design of the proposed project does not include any geometric design features or incompatible uses that could substantially increase circulation/traffic hazards. The proposed project would include the construction of 51 single-family residential dwelling units, undeveloped open space, and related infrastructure improvements. Vehicular access to the project site would be provided by one full access residential street through an established community to the west off the intersection of Shady Lane and Wildflower Avenue. The proposed project would include new internal residential streets that would be 28 feet wide curb-to-curb with parking on one side and a 4.5-foot attached sidewalk.

The project would also include private alleys which would be smaller in scale than the private residential streets and would include shared vehicular access to houses with garages fronting onto them. Private alleys would include a 33-foot public utility easement/planting easement, and a 10- foot travel way in each direction with no parking allowed. The design, construction, and maintenance of project access locations and on-site roads would be required to comply with the City’s Municipal Code and relevant City standards. As shown previously in Figure 2-2 in Chapter 2.0, Project Description, the project site is generally surrounded by residential, recreational, and public and semi-public uses. Therefore, the proposed project would not substantially increase hazards due to a geometric design feature or incompatible uses. This impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. d. Would the project result in inadequate emergency access? (Less Than Significant Impact, No New Impact)
Vehicular access to the project site would be provided by one full access residential street through an established community to the west off the intersection of Shady Lane and Wildflower Avenue.

The proposed project would include new private internal residential streets that would be 28 feet wide curb-to-curb with parking on one side and a 4.5-foot attached sidewalk. The project would also include private alleys which would be smaller in scale than the private residential streets and would include shared vehicular access to houses with garages fronting onto them. Private alleys would include a 33-foot public utility easement/planting easement, and a 10-foot travel way in each direction with no parking allowed. In accordance with the California Fire Code, the project applicant is required to design, construct, and maintain structures, roadways, and facilities to maintain appropriate emergency/evacuation access to and from the project site. The design, construction, and maintenance of project access locations and on-site roads would be in compliance with the City’s Municipal Code and would meet all emergency access standards. The Vallejo Fire Department would also review the proposed site plan and Fire Access Plan and would provide input on final design in relation to emergency access prior to issuance of a building permit. Site design and compliance with standard and emergency Vallejo Fire Department and City requirements, such as

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) the size and location of fire access routes and fire truck turning radii, would allow for proper site evacuation, if necessary, during project operations. The proposed project would not alter or block adjacent roadways and implementation of the proposed project would not be expected to impair the function of nearby emergency evacuation routes. Therefore, the proposed project would not result in inadequate emergency access. This impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

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4.18 TRIBAL CULTURAL RESOURCES
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
Would the project:
a. Cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code Section 21074 as either a site, feature, place,
cultural landscape that is geographically defined in
terms of the size and scope of the landscape, sacred
place, or object with cultural value to a California
Native American tribe, and that is:
i. Listed or eligible for listing in the California
Register of Historical Resources, or in a local
register of historical resources as defined in Public
Resources Code Section 5020.1(k)? Or
ii. A resource determined by the lead agency, in its
discretion and supported by substantial evidence,
to be significant pursuant to criteria set forth in
subdivision (c) of Public Resources Code Section
5024.1? In applying the criteria set forth in
subdivision (c) of Public Resource Code Section
5024.1, the lead agency shall consider the
significance of the resource to a California Native
American tribe.

4.18.1 Prior Environmental Analysis
The topic of potential impacts to tribal cultural resources with build out of the General Plan was not specifically analyzed in the General Plan EIR. Since certification of the General Plan EIR, the topic of Tribal Cultural Resources has been added as a new category to be analyzed per the CEQA Guidelines.

In addition, public agencies that prepare an EIR must comply with Assembly Bill (AB) 52, which requires public agencies to consult with any California Native American tribe that requests consultation and is traditionally and culturally affiliated with the geographic area of a proposed project. However, the General Plan EIR analyzed prehistoric and historic resources and human remains and included mitigation measures related to these resources as detailed in Section 4.5.2.

Additionally, the General Plan includes the following goals, policies, and actions related to cultural resources which would be applicable to the proposed project:
○ Policy NBE-1.9 Cultural Resources: Protect and preserve archaeological, historic, and other cultural resources.
■ Action NBE-1.9B: Maintain a dialogue with local Native American groups regarding sensitive cultural resources in Vallejo.

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4.18.2 Background
The analysis of potential impacts to tribal cultural resources is based on a site-specific cultural resources assessment prepared for the proposed project, prepared by LSA in March 2025, which is included in Appendix D of this Initial Study.130 This assessment included a cultural resources records search, a review of historic-period aerial imagery and maps, and a pedestrian archaeological survey of the project site.

An archaeological records search was conducted on September 6, 2024, at the Northwest Information Center (NWIC) at Sonoma State University. The NWIC is the official repository for cultural resources records for Solano County and maintains an extensive inventory of previously recorded archaeological sites and prior survey coverage. The records search included a one-mile radius around the project site and reviewed all available documentation of prehistoric and historicperiod resources, as well as prior cultural resource surveys and excavation reports.

In February 2025, historic-period aerial photographs and topographic maps were reviewed using the Nationwide Environmental Title Research (NETR) Online database. This review provided supplemental information regarding historical land use within and surrounding the project area.

An intensive pedestrian survey of the project site was conducted on January 20, 2025, by a qualified archaeologist. The survey was performed using linear transects spaced approximately 20 to 30 meters (65.6 to 98.4 feet) apart. The entire accessible area of the project site was inspected, with particular attention given to areas containing exposed native soils, rock outcrops, and rodent disturbances. All visible ground surfaces were carefully examined for the presence of prehistoric or historic-period artifacts, features, or other cultural deposits.

4.18.2.1 Existing Environmental Setting
The project site is vacant and undeveloped and is covered primarily with non-native annual grassland and scattered mature trees. No buildings or structures are present within the project area in historic period aerial photos or as indicated on maps dating back to 1948.

The proposed project is within the traditional cultural territory of the Patwin. Tribal territories were somewhat fluid and changed over time. Like other Native American groups in Northern California, the Patwin were semi-nomadic hunter-gatherers who subsisted by exploitation of seasonably available plant and animal resources. The first written accounts of Native American groups in California were by Spanish missionaries in the late 18th century. With the Spanish intrusion came a drastic change in lifestyle for the Native Americans of California. Incorporation of the indigenous populations into the mission system involved conflict, forced labor, and relocation along with decimation by European diseases, all of which led to the disruption of native cultures and changes in subsistence and land use practices. Cattle ranches/farms were established on or near ancestral Native American villages, primarily in the major drainages conducive to horticulture and animal 130 LSA Associates, Inc. (LSA). 2025. Cultural Resources Assessment, Vista Cove Development Project, Vallejo, Solano County, California. March.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -146 husbandry. Water was diverted for irrigation and stock. Within a short time, the missions controlled many ranchos where Indians lived and worked.
131

4.18.2.2 Sacred Lands File Search
LSA requested a Sacred Lands File (SLF) Search and Native American Contact List from the California Native American Heritage Commission (NAHC) on August 8, 2024. In its response on August 28, 2024, the NAHC indicated that the record search results were negative. However, because the absence of specific site information in the SLF does not indicate the absence of cultural resources in the project area, NAHC identified methodologies and contacts for conducting required AB 52 tribal consultation for information regarding cultural resources that could be affected by the proposed project.

4.18.2.3 Native American Consultation
In August 2024, the City provided notice of the proposed project to the Native American contacts provided by the NAHC and the tribes that had previously requested notification, pursuant to AB 52 provisions.

On October 10, 2024, the Confederated Villages of Lisjan Nation responded to the City’s notice and requested a copy of the final California Historic Resources Inventory System (CHRIS) records search, EIR, the SLF search results from the NAHC, and a copy of any additional archaeological reports. The City provided a response on February 10, 2025, providing the Confederated Villages of Lisjan Nation with the database searches and available information. No further responses were received.

The Yocha Dehe Wintun Nation reached out to request consultation on the proposed project on October 24, 2024. The City responded on November 18, 2024 and a meeting took place on December 9, 2024. As part of the consultation process, the City provided the Yocha Dehe Wintun Nation with draft Tribal Monitoring Mitigations on January 17, 2025. The City resent this information on February 13, 2025, and March 17, 2025, and no additional responses were received.

No further requests for consultation were received.
131 LSA Associates, Inc (LSA). 2025. Cultural Resources Assessment, Vista Cove Development Project, Vallejo, Solano County, California. March.

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4.18.3 Impact Analysis
a. Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code Section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is:
i. Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code Section 5020.1(k)? Or ii. A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1? In applying the criteria set forth in subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe. (Less Than Significant Impact with Mitigation Incorporated, No New Impact)
As discussed above under Section 4.18.1, Native American consultation was conducted by the City in compliance with AB 52. As part of the consultation process, a review of the SLF by the NAHC indicated that the results of the file search were negative. However, because the absence of specific site information in the SLF does not indicate the absence of cultural resources in the project area, NAHC identified methodologies and contacts for conducting the required AB 52 tribal consultation.

The City provided notice of the proposed project via certified mail to Native American tribal contacts provided by the NAHC as well as local Native American tribal representatives that previously requested to be notified of future projects proposed by the City in compliance with AB 52. The Confederated Villages of Lisjan Nation and the Yocha Dehe Winton Nation responded to the City’s notice and consultation with the Yocha Dehe Winton Nation occurred in January 2025.

No information regarding specific known tribal cultural resources on the project site was provided to the City. Furthermore, no human remains are known to be on the project site or are anticipated to be discovered during project construction. An archaeological pedestrian field survey of the project site was conducted on January 20, 2025, as part of the Cultural Resources Assessment completed for the proposed project. No cultural resources, including tribal cultural resources, were discovered within the project site during the field survey. The field survey indicated that there was light disturbance in some areas of the project site, where modern refuse was noted throughout the project area; however, overall visibility was generally limited by existing vegetation cover. No cultural resources were identified. Based on these results, the Cultural Resources Assessment determined that the project site has a low potential for in situ subsurface cultural resources due to the severe slopes and adjacent developments. Therefore, encountering unknown buried cultural resources, including tribal cultural resources, during project construction is unlikely.

Impacts related to accidental discovery of cultural resources or human remains are addressed in Section 4.5, Cultural Resources, and impacts were determined to be less than significant with implementation of Project Specific Mitigation Measures CUL-1 and CUL-2, which require adherence to proper procedure for the treatment of unanticipated tribal cultural resources if discovered during construction and require compliance with PRC 5097 and the State’s Health and Safety Code Section 7050.5 for the treatment of human remains or funerary/ceremonial objects.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -148 Project ground disturbing activities would include excavation and grading requiring ground disturbance to a depth of up to 24 feet below the ground surface to accommodate foundations and utility infrastructure. Although no known tribal cultural resources are present at the site, the possibility for accidental discovery of such resources cannot be discounted. In the event that cultural items or human remains determined to be of Native American origin are encountered during project ground disturbing activities, Project Specific Mitigation Measure TCR-1 shall be implemented.

Project Specific Mitigation Measure TCR-1 Protocol for Discovery of Native American Cultural Items. The preferred protocol upon the discovery of
Native American human remains is to secure the
area, stop work within 25 feet of the find, cover any
exposed human remains or other cultural items and
avoid further disturbances in the area. All parties
are advised to treat the remains with appropriate
dignity, as provided in Public Resources Code (PRC)
Section 5097.98. All parties shall treat tribal
representatives and the event itself with
appropriate respect.

If, after the Confederated Villages of Lisjan Nation
Tribal representative has been granted access to
the site and it is determined that avoidance is not
feasible, an examination of the human remains will
be conducted to confirm they are human and to
determine the position, posture, and orientation of
the remains. The following procedures shall be
followed:
• All excavation in the vicinity of the human
remains shall be conducted using fine hand
tools and fine brushes to sweep loose dirt free
from the exposure.
• In order to determine the nature and extent of
the grade and its contents, controlled
excavation should extend to a full buffer zone
around the perimeter of the remains.
• To initiate the exposure, a perimeter balk
(especially, a shallow trench) should be
excavated, representing a reasonable buffer a
minimum of 10 centimeters around the
maximum extent of the known skeletal remains,
with attention to counterintuitive discoveries or
unanticipated finds relating to this or other

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) remains. The dirt from the perimeter balk
should be bucketed, distinctly labeled, and
screened for cultural materials.
• Excavation should then proceed inward from
the walls of the balk as well as downward from
the surface of the exposure. Loose dirt should
be scooped out and brushed off into a dustpan
or other collective device. Considerable care
should be given to ensure that human remains
are not further impacted by the process of
excavation.
• Buckets, collection bags, notes, and tags should
be fully labeled per provenience, and a
distinction should be made between samples
collected from: (1) Perimeter Balk (described
above), (2) Exposure (dirt removed in exposing
the exterior/burial plan and associations, and
(3) Matrix (dirt from the interstices between
bones or associations). Thus, each burial may
have three bags, “Burial 1 Perimeter Balk,”
“Burial 1 Exposure Balk,” “Burial 1 Matrix.”
• The following records should be compiled in the
field: (1) a detailed scale drawing of the burial,
including the provenience of and full for all
human remains, associated artifacts, and the
configuration of all associated phenomena such
as burial pits, evidence for pre-interment grave
pit burning, soil variability, and intrusive
disturbance, (2) complete a formal burial record
using the consultants proprietary form or other
standard form providing information on site #,
unit or other proveniences, level depth, depth
and location of the burial from a fixed datum,
workers, date(s), artifact list, skeletal inventory,
and other pertinent observations, (3) crew chief
and worker field notes that may supplement or
supersede information contained in the burial
recording form, and (4) photographs, including
either standard photography or high-quality
(400-500 DPI or 10 MP recommended) digital
imaging.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -150 • Photographs and images may be used only for
showing location or configuration of
questionable formation or for the position of
the skeleton. They are not to be duplicated for
publication unless a written release is obtained
from the Tribe.
• Association between the remains and other
cultural materials should be determined in the
field in consultation with an authorized Tribal
representative and may be amended per
laboratory findings. Records of provenience and
sample labels should be adequate to determine
association or degree of likelihood of
association of human remains and other
cultural materials.
• For each burial, all Perimeter Balk soil is to be
1/8”-screened. All Exposure soil is to be 1/8”-
screened, and a minimum of one 5-gallon
bucket of excavated but unscreened Exposure
soil is to be collected, placed in a plastic
garbage bag in the bucket. All Matrix soil is to
be carefully excavated, screened as
appropriate, and then collected in plastic bags
placed in 5-gallon buckets.
• Human remains are not to be cleaned in the
field.
• Prior to any physical action related to human
remains, a designated tribal representative will
conduct prayers and blessings over the remains.

The archaeological consultant will be
responsible for insuring that individuals and
tools involved in the action are available for
traditional blessings and prayers, as necessary.
• No laboratory studies are permitted without
consultation with the tribe. Lab methods are
determined on a project-specific basis in
consultation with Confederated Villages of
Lisjan Nation representatives. The following
procedures shall be implemented:

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) • The primary archaeological consultant shall be
responsible for insuring that all lab procedures
follow stipulations made by the Tribe.
• Prior to any laboratory activities related to the
remains, a designated tribal representative will
conduct prayers and blessings over the remains.

The archaeological consultant shall be
responsible for ensuring that individuals and
tools involved in the action are available for
traditional blessings and prayers, as necessary.
• To the extent possible, all remains, associations,
samples, and original records are to be kept
together throughout the laboratory process. In
particular, Matrix dirt is to be kept in buckets
and shall accompany the remains to the lab.

The primary archaeological consultant shall be
responsible for copying all field records and
images and ensuring that the original notes and
records accompany the remains throughout the
process.
• Laboratory study should be done making every
effort to identify unanticipated finds or
materials missed in the field, such as objects
encased in dirt or human remains misidentified
as faunal remains in the field. In the event of
discovery of additional remains, materials, and
other associations the tribal representatives are
to be contacted immediately.
• No laboratory studies are permitted on human
remains and funerary objects. The preferred
treatment preference for exhumed Native
American human remains is reburial in an area
not subject to further disturbance. Any objects
associated with remains will be reinterred with
the remains. Laboratory study should be done
making every effort to identify unanticipated
finds or materials missed in the field, such as
objects encased in dirt or human remains
misidentified as faunal remains in the field. In
the event of discovery of additional remains,
materials, and other associations the tribal

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immediately.
• Should all, or a sample, of any archaeological
materials collected during the data recovery
activities – with the exception of human
remains – need to be curated, an inventory and
location information of the curation facility shall
be given to the Tribe for their records.

At the completion of project construction, the proposed project would not result in further disturbance of native soils on the project site and, therefore, project operations would have no potential to impact previously undiscovered tribal cultural resources or human remains.

Based on the findings of the Cultural Resources Assessment and AB 52 consultation, no known tribal cultural resources listed or eligible for listing in the California Register of Historical Resources (California Register) or in a local register exist within the project site, and there are no known tribal cultural resources on the project site. Therefore, the proposed project would not cause a substantial adverse change in the significance of a tribal cultural resource defined as a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American Tribe, and that is listed or eligible for listing in the California Register or in a local register of historical resources as defined in PRC Section 5020.1(k) or that is determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. Nevertheless, implementation of Project Specific Mitigation Measures CUL-1, CUL-2, and Project Specific Mitigation Measure TCR-1, are required to address the potential impacts to unanticipated tribal cultural resources, human remains, and associated funerary or ceremonial objects, the implementation of which would reduce impacts to less than significant with mitigation. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.

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4.19 UTILITIES AND SERVICE SYSTEMS
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
Would the project:
a. Require or result in the relocation or construction of new or expanded water, wastewater treatment or
stormwater drainage, electric power, natural gas, or
telecommunications facilities, the construction or
relocation of which could cause significant
environmental effects?
b. Have sufficient water supplies available to serve the project and reasonably foreseeable future
development during normal, dry and multiple dry
years?
c. Result in a determination by the wastewater treatment provider which serves or may serve the project that it
has adequate capacity to serve the project’s projected
demand in addition to the provider’s existing
commitments?
d. Generate solid waste in excess of State or local
standards, or in excess of the capacity of local
infrastructure, or otherwise impair the attainment of
solid waste reduction goals?
e. Comply with federal, state, and local management and reduction statutes and regulations related to solid
waste?

4.19.1 Prior Environmental Analysis
Chapter 4.15 of the General Plan EIR analyzed impacts to utilities and service systems associated with build out of the General Plan, and determined that either no impact or less than significant impacts would occur due to compliance with the Water Conservation Act, the California Plumbing Code, the City of Vallejo UWMP, San Francisco Regional Water Quality Control Board regulations, State Water Resources Control Board regulations, VFWD standards, the Integrated Waste Management Act, the CalGreen Building Code, and the City of Vallejo Municipal Code. No mitigation measures were prescribed. However, the General Plan includes the following policies and actions related to utilities and service systems which would be applicable to the proposed project:
○ Policy NBE-1.7: Green Infrastructure. Encourage the installation of green infrastructure, including tools such as permeable pavement, rain gardens, constructed wetlands, grassy swales, rain barrels and cisterns, and green roofs, to treat stormwater, attenuate floods, increase groundwater recharge, and reduce urban heat islands. ■ Action NBE-5.6D: Continue to enforce City regulations that prohibit development, grading, and land modification activities that would adversely affect the local drainage system or create unacceptable erosion impacts.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -154 ○ Policy NBE-5.7: Design for Stormwater Control. Encourage new development and redevelopment to minimize the area of new roofs and paving. ■ Action NBE-5.7B: Continue to manage and maintain City-owned storm drainage infrastructure to avoid flooding and reduce the negative effects of stormwater runoff.

4.19.2 Background
The project site is located within an urbanized area with surrounding land uses supported by existing utility infrastructure.

4.19.2.1 Water Supply
Water service in Vallejo is provided by the City of Vallejo Water Department. The City of Vallejo updated its Urban Water Management Plan (UWMP) in 2020, and it was adopted in 2021. The City has numerous water supply sources that provide significant annual volumes of water, including: the Sacramento River watershed; the Solano Project from Putah Creek watershed, which includes Lake Berryessa; the Wild Horse Creek watershed through Lake Madigan, Lake Frey, and the Green Valley Diversion; and the Upper Suisun Creek watershed through Lake Curry. According to the UWMP, the average water use for the City’s service area is projected to be 28,111 AFY in 2025, 30,331 AFY in 2035, and 31,892 AFY in 2045. For the purposes of adequate projections, the 2020 UWMP assumed a 0.07 percent growth rate, the growth rate necessary to achieve the City’s project 2040 growth rate. The UWMP indicates the City has sufficient water supplies to meet water demands through 2045, including during multiple dry years.132

4.19.2.2 Wastewater
The VFWD provides wastewater collection and treatment services for Vallejo. VFWD owns and operates a collection system and secondary wastewater treatment facility located at 450 Ryder Street, Vallejo (Ryder WWTP). The Ryder WWTP has a treatment capacity of 15.5 million gallons per day (mgd)133 and treats an average of 10 mgd of wastewater.134

4.19.2.3 Stormwater
Under existing conditions, the project site consists entirely of pervious surface consisting primarily of grassland. There is no existing stormwater infrastructure on the project site; however, under existing conditions, the project site drains from west to east to Benicia State Park, where stormwater runoff converges and is directed to the Carquinez Strait.135

4.19.2.4 Dry Utilities
Electricity and gas service is provided to the project site by Pacific Gas & Electric (PG&E). 132 Vallejo, City of. 2021. 2020 Urban Water Management Plan. October 12. 133 Vallejo, City of. 2016. Op. cit. 134 Vallejo Flood and Wastewater District (VFWD). Treatment. Website: https://www.vallejowastewater.org/ 193/Treatment (accessed October 31, 2024). 135 DK Engineering. 2023. Op. cit.

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4.19.2.5 Solid Waste
Solid waste, recycling, and yard waste collection services in Vallejo, including the project site, are provided by Recology Vallejo. Solid waste from Vallejo was disposed at 18 different landfills in 2014; however, nearly 99 percent of Vallejo’s solid waste in 2014 went to the Potrero Hills Landfill or the Recology Hay Landfill.136 The Potrero Hills Landfill is located at 3675 Potrero Hills Lane in Suisun City and has a maximum permitted capacity of 83,100,000 cubic yards and a remaining capacity of 13,872,000 cubic yards as of January 2006. The landfill accepts a maximum of 4,330 tons per day and has an expected closure date of 2048.137 The Recology Hay Landfill is located at 6426 Hay Road in Vacaville and has a maximum capacity of 37,000,000 cubic yards and a remaining capacity of 30,433,000 cubic yards as of July 2010. The landfill accepts a maximum of 2,400 tons per day and has an expected closure date of 2077.138

4.19.3 Impact Analysis
a. Would the project require or result in the relocation or construction of new or expanded water, wastewater treatment or stormwater drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? (Less Than Significant Impact, No New Impact) The project site is located within an urbanized area with surrounding land uses supported by existing utility infrastructure. Implementation of the proposed project would require the connection to existing infrastructure, which would involve ground-disturbing activities and the use of heavy machinery, among other construction activities.

Water. Water service in Vallejo is provided by the City of Vallejo Water Department. The proposed project would include the installation of a new 8-inch water main line that would connect to an existing 8-inch water main in Shady Lane at two locations for a looped system. The proposed project would connect directly to existing mains and the new water lines would be constructed in conformance with City standards. Utility installation would occur within the project footprint and there would be no impacts unique to infrastructure installation that would result in significant effects beyond those evaluated in the Initial Study.

The City of Vallejo updated its Urban Water Management Plan (UWMP) in 2020, and it was adopted in 2021. According to the UWMP, the average water use for the City’s service area is projected to be 30,331 acre-feet per year (AFY) in 2035 and 31,892 AFY in 2045.139 As discussed in Section 4.19.b, the proposed project would not substantially increase demand for water and would therefore not exceed the capacity of existing water treatment facilities. The proposed project would not require 136 Vallejo, City of. 2016. Op. cit. 137 California Department of Resources Recycling and Recovery (CalRecycle). 2024a. Solid Waste Information System (SWIS), Potrero Hills Landfill (048-AA-0075). Website: https://www2.calrecycle.ca.gov/SolidWaste/ SiteActivity/Details/1194?siteID=3591 (accessed October 31, 2024). 138 California Department of Resources Recycling and Recovery (CalRecycle). 2024b. Solid Waste Information System (SWIS), Recology Hay Road (48-AA-0025). Website: https://www2.calrecycle.ca.gov/SolidWaste/ SiteActivity/Details/1184?siteID=3582 (accessed October 31, 2024). 139 Vallejo, City of. 2021. 2020 Urban Water Management Plan. October 12.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -156 any new infrastructure aside from the project-specific tie-ins and water pipelines to serve the proposed project, and all proposed water infrastructure would be limited to the project site.

Therefore, the impact of the proposed project on water infrastructure would be less than significant.

Wastewater. The VFWD provides wastewater collection and treatment services for Vallejo. A new 8-inch sewer lateral would connect to the existing 8-inch public sanitary sewer main line located in Shady Lane at the northwestern corner of the project site. The project would also include the replacement of the existing sewer lift station that currently serves the 141 single-family-home development to the west of the proposed project site with an upgraded system to serve both communities. The lift station would be owned and maintained by the City of Vallejo and the sanitary sewer and lift station would be designed and installed to VFWD standards. Utility installation would occur within the project footprint and there would be no impacts unique to infrastructure installation that would result in significant effects beyond those evaluated in the Initial Study.

Stormwater. Under existing conditions, the project site consists entirely of pervious surface consisting primarily of grassland. There is no existing stormwater infrastructure on the project site; however, under existing conditions, the project site drains from west to east to Benicia State Park, where stormwater runoff converges and is directed to the Carquinez Strait.140 Upon construction of the proposed project, approximately 3.95 acres (19.6 percent) of the project site would be covered by impervious surfaces and approximately 16.18 acres (80.4 percent) would be covered by pervious surfaces, consisting of landscaped areas, undeveloped open space, and bioretention areas. The proposed project would include two detention basins and approximately 7,617 square feet of bioretention space, made up of two bioretention facilities located at the northwest corner of the site and the middle east border of the site that would collect drainage from the proposed on-site stormwater infrastructure and be used for stormwater control and treatment before discharging to an 18-inch storm drain pipe that outfalls to the existing marshland area adjacent to Benicia State Park. The storm drain system would be designed and installed to VFWD standards and in compliance with the MRP. Utility installation would occur within the project footprint and there would be no impacts unique to infrastructure installation that would result in significant effects beyond those evaluated in the Initial Study.

Electricity and Natural Gas. Electricity and gas service is provided to the project site by Pacific Gas & Electric (PG&E). The proposed project would include connections to the existing gas and electric lines that run adjacent to the project site along Shady Lane and Wildflower Avenue. The proposed project would not require any new infrastructure, aside from project-specific tie-ins and lines to serve the proposed project.

Because the proposed project would connect to existing utility services adjacent to the project site and there is sufficient excess capacity within those systems to accommodate project demands, the relocation or reconstruction of new or expanded water, wastewater treatment, or stormwater drainage, electric power, or telecommunications facilities would not be required. No modifications to utility infrastructure would be necessary outside of the immediate project site footprint. As such, 140 DK Engineering. 2023. Op. cit.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) impacts associated with the construction or expansion of utility line facilities would be less than significant and no mitigation is required. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.
b. Would the project have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years? (Less Than Significant Impact, No New Impact)
As previously discussed, water service in Vallejo is provided by the City of Vallejo Water Department. The City of Vallejo updated its UWMP in 2020, and it was adopted in 2021. The City has numerous water supply sources that provide significant annual volumes of water, including: the Sacramento River watershed; the Solano Project from Putah Creek watershed, which includes Lake Berryessa; the Wild Horse Creek watershed through Lake Madigan, Lake Frey, and the Green Valley Diversion; and the Upper Suisun Creek watershed through Lake Curry. According to the UWMP, the average water use for the City’s service area is projected to be 28,111 AFY in 2025, 30,331 AFY in 2035, and 31,892 AFY in 2045.141 For the purposes of adequate projections the 2020 UWMP assumed a 0.07 percent growth rate, the growth rate necessary to achieve the City’s project 2040 growth rate.142
The proposed project is within the City’s planned growth, as the project site would be developed consistent with its land use designations and would represent approximately 0.6 percent of the population growth anticipated through 2040, which is inconsistent with the projected growth in the UWMP. Therefore, the proposed project would be consistent with the City’s growth projections anticipated in local and regional planning documents, including the UWMP. The UWMP indicates the City has sufficient water supplies to meet water demands through 2045, including during multiple dry years. Therefore, the proposed project would have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry, and multiple dry years. Impacts would be less than significant, and no mitigation is required. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. c. Would the project result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments? (Less Than Significant Impact, No New Impact)
As previously discussed, the project site is within the sewer service area of VFWD. VFWD owns and operates a collection system and secondary wastewater treatment facility located at 450 Ryder Street, Vallejo (Ryder WWTP). The Ryder WWTP has a treatment capacity of 15.5 million gallons per 141 Vallejo, City of. 2021. Op. cit. 142 Vallejo, City of. 2021. Op. cit.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -158 day (mgd)143 and treats an average of 10 mgd of wastewater.144 The Propel Vallejo General Plan Update EIR assumes a wastewater generation rate of 100 gallons per day (gpd) per resident. As detailed in Section 4.14, Population and Housing, the proposed project would generate 143 new residents. Therefore, the proposed project would generate approximately 14,300 gallons of wastewater per day145 or 5,219,500 gallons of wastewater per year. The project’s estimated wastewater treatment demand represents 0.26 percent of the Ryder WWTP’s current daily surplus capacity,146 and sufficient surplus wastewater treatment capacity is available to serve the project.

Therefore, wastewater generated from the proposed project would not cause the WWTP to violate any wastewater treatment requirements and this impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. d. Would the project generate solid waste in excess of State or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals? (Less Than Significant Impact, No New Impact)
Solid waste, recycling, and yard waste collection services in Vallejo, including the project site, are provided by Recology Vallejo. Solid waste from Vallejo was disposed at 18 different landfills in 2014; however, nearly 99 percent of Vallejo’s solid waste in 2014 went to the Potrero Hills Landfill or the Recology Hay Landfill.147 The Potrero Hills Landfill is located at 3675 Potrero Hills Lane in Suisun City and has a maximum permitted capacity of 83,100,000 cubic yards and a remaining capacity of 13,872,000 cubic yards as of January 2006. The landfill accepts a maximum of 4,330 tons per day and has an expected closure date of 2048.148 The Recology Hay Landfill is located at 6426 Hay Road in Vacaville and has a maximum capacity of 37,000,000 cubic yards and a remaining capacity of 30,433,000 cubic yards as of July 2010. The landfill accepts a maximum of 2,400 tons per day and has an expected closure date of 2077. 149
As detailed in Section 4.14, Population and Housing, the proposed project would generate 143 new residents. In 2018, the average disposal rate in California was 6.4 pounds of solid waste per resident 143 Vallejo, City of. 2016. Op. cit. 144 Vallejo Flood and Wastewater District (VFWD). Treatment. Website: https://www.vallejowastewater.org/ 193/Treatment (accessed October 31, 2024). 145 100 gallons/person/day x 143 persons = 14,300 gallons per day. 146 14,300 gallons per day project demand ÷ 5,500,000 gallons per day Ryder WWTP surplus = 0.26 percent. 147 Vallejo, City of. 2016. Op. cit. 148 California Department of Resources Recycling and Recovery (CalRecycle). 2024a. Solid Waste Information System (SWIS), Potrero Hills Landfill (048-AA-0075). Website: https://www2.calrecycle.ca.gov/SolidWaste/ SiteActivity/Details/1194?siteID=3591 (accessed October 31, 2024). 149 California Department of Resources Recycling and Recovery (CalRecycle). 2024b. Solid Waste Information System (SWIS), Recology Hay Road (48-AA-0025). Website: https://www2.calrecycle.ca.gov/SolidWaste/ SiteActivity/Details/1184?siteID=3582 (accessed October 31, 2024).

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) per day.150 Based on these rates, the proposed project would generate approximately 915.2 pounds of solid waste per day, or 0.46 tons per day.

This increase in solid waste would account for 0.01 percent of the Potrero Hills Landfill’s maximum allowable capacity per day and 0.02 percent of the Recology Hay Road Landfill’s allowable capacity per day. With this minimal increase in solid waste disposal demand, the Potrero Hills and Recology Hay Road landfills have adequate capacity to serve the proposed project. As such, the project would be served by a landfill with sufficient capacity to accommodate the project’s waste disposal needs, and impacts associated with the disposition of solid waste would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. e. Would the project comply with federal, state, and local management and reduction statutes and regulations related to solid waste? (Less Than Significant Impact, No New Impact) The proposed project would be required to comply with all federal, State, and local solid waste statutes and/or regulations related to solid waste, and as noted above, the Potrero Hills and Recology Hay Road landfills have adequate capacity to serve the proposed project. Therefore, the proposed project would result in a less than significant impact related to solid waste regulations. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. 150 California Department of Resources Recycling and Recovery (CalRecycle). n.d. Statewide Diversion and Per Capita Disposal Rate Statistics. https://calrecycle.ca.gov/LGCentral/GoalMeasure/DisposalRate/ (accessed October 31, 2024).

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4.20 WILDFIRE
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the project:
a. Substantially impair an adopted emergency response
plan or emergency evacuation plan?
b. Due to slope, prevailing winds, and other factors,
exacerbate wildfire risks, and thereby expose project
occupants to pollutant concentrations from a wildfire
or the uncontrolled spread of a wildfire?
c. Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency
water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment?
d. Expose people or structures to significant risks,
including downslope or downstream flooding or
landslides, as a result of runoff, post-fire slope
instability, or drainage changes?

4.20.1 Prior Environmental Analysis
Chapter 4.7 of the General Plan EIR analyzed impacts related to wildfire hazards associated with build out of the General Plan and determined that build out of the General Plan would result in less than significant impacts related to wildfire due to compliance with existing regulations including the California Fire Code, California Building Code, CCR, Department of Forestry and Fire Protection regulations, and the City of Vallejo Municipal Code. No mitigation measures were prescribed.

However, the General Plan includes the following policies and actions related to wildfire which would be applicable to the proposed project:
○ Policy CP-2.3: Fire Prevention and Response Services. Ensure the provision of fire prevention and emergency response services that minimize fire risks and protect life and property.
■ Action CP-2.3E: Work with property owners and public agencies to ensure that plant growth is managed to minimize fire danger.
○ Policy NBE-5.3: Health and Safety Codes. Enforce development regulations and building code requirements to protect residents, businesses, and employees from flooding, liquefaction, earthquakes, fires, and other hazards.
■ Action NBE-5.3B: Continue to require development to comply with building and safety codes and continue to route plans and drawings to all relevant City departments for review.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) ■ Action NBE-5.4C: Continue to use the development review process to ensure that development is planned and constructed to resist the encroachment of uncontrolled fire.
○ Policy MTC-2.3: Emergency Response Routes. Ensure adequate emergency vehicle access in all areas of Vallejo.
■ Action MTC-2.3B: Continue to involve the Police and Fire Departments in the development review process to ensure that applicable requirements for emergency access are met.

4.20.2 Background
The project site is within a local responsibility area (LRA), meaning the local government (the City of Vallejo) is financially responsible for wildland fire protection. However, the project site is not considered to be within a Very High Fire Hazard Severity Zone (VHFHSZ). According to the City of Vallejo General Plan 2040, the project site is within a moderate- to high-risk wildfire area.151 There are no Very High Fire Hazard Areas in or adjacent to Vallejo.

4.20.3 Impact Analysis
a. Would the project substantially impair an adopted emergency response plan or emergency evacuation plan? (Less Than Significant Impact, No New Impact) The City of Vallejo participates in a coordinated regional emergency management framework under the Solano County Emergency Operations Plan (EOP), which was most recently updated in May 2024.152 The EOP outlines emergency response procedures and assigns responsibilities consistent with California’s Standardized Emergency Management System (SEMS) and the National Incident Management System (NIMS). As part of the Solano County Operational Area, Vallejo’s emergency response and recovery efforts are integrated into countywide protocols that guide preparedness, initial response, extended response, and recovery activities. In addition, the Solano County MultiJurisdictional Hazard Mitigation Plan (2022) and the Community Wildfire Protection Plan (2023) identify local and regional risks and outline hazard mitigation and wildfire safety strategies, including those applicable to Vallejo.153, 154
At the local level, the Vallejo Fire Department leads public safety and emergency preparedness efforts, offering resources such as wildfire prevention brochures and defensible space guidance to residents. The City also participates in the Alert Solano emergency notification system, which provides timely information to residents during critical incidents such as natural disasters, 151 Vallejo, City of. 2017. Propel Vallejo General Plan 2040, Map NBE-4. August 29. 152 Solano County Office of Emergency Services. 2024. Solano County Emergency Operations Plan (EOP). May.

Website: https://www.solanocounty.com/depts/oes/emergency_plans.asp. 153 Solano County Office of Emergency Services. 2022. Solano County Multi-Jurisdictional Hazard Mitigation Plan (MJHMP). March 2022. Website: https://www.solanocounty.com/depts/oes/emergency_plans.asp. 154 Solano County Office of Emergency Services. 2023. Community Wildfire Protection Plan (CWPP).

November. https://www.solanocounty.com/depts/oes/emergency_plans.asp.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -162 evacuations, and public safety threats. These coordinated planning efforts ensure that the City is prepared to manage and mitigate emergency situations in accordance with adopted regional and local plans.155
As previously discussed in Section 4.9, Hazards and Hazardous Materials, the proposed project would be consistent with the policies outlined in the Solano County General Plan Public Health and Safety chapter, the City of Vallejo General Plan Nature and Built Environment chapter, the Solano County EOP, and the Solano County MJHMP. The proposed project would not alter or block adjacent roadways, and implementation of the proposed project would not be expected to impair the function of nearby emergency evacuation routes. In addition, operation of the proposed project would not cause permanent alterations to vehicle circulation routes and patterns or impede public access or travel upon public rights-of-way. Prior to approval of final maps and improvement plans for any development project within Vallejo, plan review and approval by the VFD is required.

Internal roadways and ingress/egress for each site would be required to meet State and local standards regarding turning radius, road width, and emergency vehicle access.

Given that the site is located within an urbanized area and not in a designated Very High Fire Hazard Severity Zone, the proposed development would not increase wildfire risks beyond what is contemplated in the plans. Moreover, compliance with local building codes, defensible space requirements, and the City's fire prevention programs would ensure alignment with the goals of these hazard mitigation frameworks. Therefore, potential impacts to an adopted emergency response plan or emergency evacuation plan would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. b. Would the project, due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire? (Less Than Significant Impact, No New Impact) Construction of the proposed project would involve the use of some flammable materials, such as gasoline, diesel fuel, hydraulic oils, paints, and solvents. During construction, there would be increased human activity and ignition sources, including equipment that could create sparks, be a source of heat, or leak flammable materials on the project site. However, all construction equipment is required to have fire suppression equipment (such as a fire extinguisher) on board or at the work site, secondary containment would be required for fuel-powered equipment, and a spill kit would be required to be kept on site during construction for use in case of any leaks or spills of flammable materials. These existing requirements would reduce the potential exacerbation of wildfire risks related to construction activities.

Operation of the proposed project would be consistent with surrounding residential uses and the allowable zoning and General Plan land use designations for the project site. The proposed project would be subject to the design standards and guidelines outlined in the City of Vallejo Municipal 155 Solano County Office of Emergency Services. “Alert Solano Emergency Notification System.” Accessed May 10, 2025. Website: https://www.solanocounty.com/depts/oes/alertsolano/emergency.asp.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) Code and would be subject to Development Review and Design Review to ensure the proposed structures conform with all the applicable regulations.

The proposed project would also be subject to requirements in Section 13000 et seq. of the California Health and Safety Code, California Building Standards Code, and California State Fire Code, which include regulations concerning the following: building standards for fire protection; fire protection and notification systems such as extinguishers and smoke alarms; safety for firefighters and emergency responders during emergency operations; minimum standards for hazardous vegetation and fuel management, defensible space, and building construction; and minimum standards for emergency access and water supply for fire response.

Compliance with these existing regulatory requirements would ensure that the proposed project would not exacerbate wildfire risks and thereby expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire. Impacts would be less than significant, and no mitigation is required. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR.
c. Would the project require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? (Less Than Significant Impact, No New Impact)
The proposed project involves the construction of 51 single-family residential units. Associated improvements include utility connections to existing utility facilities, including water, sanitary sewer, storm drainage, electricity, gas, and telecommunication infrastructure. Utility connections/lines would be constructed in conformance with City standards as detailed in Section 4.19, Utilities and Service Systems. In addition, all residences would include automatic fire sprinkler systems installed in accordance with the adopted building codes. The project does not propose the installation or maintenance of any other associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines, or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment, and impacts would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. d. Would the project expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? (Less Than Significant with Mitigation Incorporated, No New Impact) Construction of the proposed project would be required to obtain coverage under the NPDES General Construction stormwater permit. As discussed in Section 4.10, Hydrology and Water Quality, the proposed project would implement a SWPPP that specifies BMPs and erosion control measures to be used during construction to manage runoff flows. Additionally, the proposed project would be required to implement LID techniques as required by the MRP, and as detailed in Section

4.10, would not significantly alter drainage patterns compared to existing conditions.

Implementation of Project Specific Mitigation Measure GEO‐1, which requires the project sponsor

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -164 to incorporate all of the recommendations of the Geotechnical Investigation and any recommendations included in a design‐level geotechnical investigation into the project development plans, would reduce the potential impacts related to landslides to a less than significant level with mitigation. Furthermore, the project site is not located within a flood zone.156 Therefore, the proposed project would not have the potential to expose people or structures to downslope or downstream flooding or landslides. This impact would be less than significant. No new impacts or substantially more severe significant impacts would result with implementation of the proposed project when compared to those analyzed in the General Plan EIR. 156 Federal Emergency Management Agency (FEMA). 2016. Flood Insurance Rate Map No. 06095C0629G.

Map Revised August 3, 2016. Website: https://msc.fema.gov/portal/search (accessed July 5, 2024).

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4.21 MANDATORY FINDINGS OF SIGNIFICANCE
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
No New
Impact
a. Does the project have the potential to substantially degrade the quality of the environment, substantially
reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal
community, substantially reduce the number or restrict
the range of a rare or endangered plant or animal or
eliminate important examples of the major periods of
California history or prehistory?
b. Does the project have impacts that are individually
limited, but cumulatively considerable? ("Cumulatively
considerable" means that the incremental effects of a
project are considerable when viewed in connection
with the effects of past projects, the effects of other current projects, and the effects of probable future
projects.)
c. Does the project have environmental effects which will cause substantial adverse effects on human beings,
either directly or indirectly?

4.21.1 Impact Analysis
a. Does the project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? (Less than Significant with Mitigation Incorporated, No New Impact) As discussed and analyzed in this document, construction and operation of the proposed project would not substantially degrade the quality of the environment; reduce the habitat, population, or range of a plant or animal species; or eliminate important examples of California history or prehistory. The proposed project has been designed to minimize impacts to both biological and cultural resources, and implementation of project specific mitigation measures recommended in this Initial Study would ensure that impacts to biological and cultural resources are reduced to a less than significant level. Section 4.4, Biological Resources, includes mitigation measures to minimize impacts to nesting birds, roosting bats, sensitive natural communities, and wetlands. Additionally, Section 4.5, Cultural Resources, includes mitigation measures to minimize impacts to unknown cultural resources within the project site. With implementation of these mitigation measures, the proposed project would result in less than significant impacts to the quality of the environment.

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4 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -166 b. Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? (Less Than Significant with Mitigation Incorporated, No New Impact)
Section 15065(a)(3) of the State CEQA Guidelines states that a project’s cumulative impacts are the possible environmental effects that may be cumulatively considerable when considered with other reasonably foreseeable projects. Cumulatively considerable impacts occur when the incremental effects of a particular project or program are significant when viewed in connection with the effects of other past, current, or reasonably foreseeable future projects. Section 15355 of the State CEQA Guidelines defines a cumulative impact as an impact that is created as a result of the combination of the project evaluated in the CEQA document together with other projects causing related impacts.

The proposed project is located in an undeveloped area, adjacent to existing residential uses. At this time, no other reasonably foreseeable projects have been identified within the immediate surroundings. While various projects within Vallejo have the potential to be under construction concurrent with the proposed project, concurrent projects within the city would be subject to regulations similar to those outlined in this document and would incorporate mitigation measures, as necessary, that would reduce impacts of the project. As shown in the discussion above, environmental impacts associated with the proposed project can be reduced to less than significant levels with the implementation of existing regulations and/or project-specific mitigation measures, with the exception of greenhouse gas emission operational impacts that would remain significant and unavoidable. All project-related impacts are localized and confined to the immediate project area. Given that the potential project-related impacts, with mitigation, would not result in any new cumulative impacts or increase the severity of a previously identified significant cumulative impact as previously analyzed, and no other CEQA standards for supplemental review are met, no new impact would occur.
c. Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? (Less Than Significant with Mitigation Incorporated, No New Impact)
Based on the analysis provided throughout this Initial Study, with incorporation of mitigation measures and regulatory compliance measures, the project would not result in any environmental effects that would cause substantial adverse effects on human beings, either directly or indirectly.

Potential impacts on human beings would be less than significant with mitigation incorporated.

Therefore, implementation of the proposed project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed, and no other CEQA standards for supplemental review are met. No new impact would occur.

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5.0 UPDATED MITIGATION MONITORING AND REPORTING PROGRAM This Updated Mitigation Monitoring and Reporting Program (MMRP), shown below in Table 5.A, has been prepared for use in implementing mitigation measures for the Vista Cove Planned Development Project (project)
As the Lead Agency, the City of Vallejo is responsible for ensuring full compliance with all mitigation measures adopted for the proposed project. The City will monitor and report on all mitigation activities. Mitigation measures will be implemented at different stages of development throughout the project area. In this regard, the responsibilities for implementation have been assigned to the Applicant, Contractor, or a combination thereof. If during the course of project implementation, any of the mitigation measures identified herein cannot be successfully implemented, the City shall be immediately informed, and the City will then inform any affected responsible agencies. The City, in conjunction with any affected responsible agencies, will then determine if modification to the project is required and/or whether alternative mitigation is appropriate.

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5 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -2 Table 5.A: Updated Mitigation Monitoring and Reporting Program Project Specific
Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Aesthetics
No Mitigation Measures required.

Agriculture and Forestry Resources
No Mitigation Measures required.

Air Quality
General Plan EIR
Mitigation
Measure AQ 2b.1
As part of the City’s development
approval process, the City shall
require applicants for future
development projects to comply
with the current Bay Area Air
Quality Management District’s basic
control measures for reducing
construction emissions of PM10
(Table 8-1, Basic construction
Mitigation Measures
Recommended for All Proposed
Projects, of the BAAQMD CEQA
Guidelines).

During
development
approval
process
Construction
Contractor/City
City/BAAQMD During
development
approval process
Implementation of
BAAQMD basic control
measures for reducing
construction emissions of
PM10.

Project Specific
Mitigation
Measure AIR-1
Tier 4 Final Emissions Standards.

During construction of the
proposed project, the project
contractor shall ensure all off-road,
diesel-powered construction
equipment of 50 horsepower or
more used for the project
construction meets, at a minimum,
the California Air Resources Board
Tier 4 Final emissions standards or
the equivalent.

During
Construction
Project Contractor Project Contractor Daily monitoring
during all
construction
activities using
diesel-powered
equipment
Implementation of the
California Air Resources
Board Tier 4 Final
emissions standards or
the equivalent during
construction activities.

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P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) Table 5.A: Updated Mitigation Monitoring and Reporting Program Project Specific
Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Biological Resources
Project Specific
Mitigation
Measure BIO-1a
Avoidance of Nesting Bird Season.

To avoid adverse effects to the
active nests of special-status and
other native bird species, tree
removal, vegetation removal, and
initial ground disturbance should be
prioritized to occur during the nonnesting season, between September 1 through January 31.

During the
non-nesting
season,
between
September 1
through
January 31
Qualified Biologist Qualified Biologist During the nonnesting season, between
September 1
through January 31
Implementation of the
avoidance measures
during the non-nesting
season, between
September 1 through
January 31.

Project Specific
Mitigation
Measure BIO-1b
Pre-Construction Nesting Bird
Surveys. A pre-construction nest
survey for white-tailed kite,
northern harrier, short-eared owl,
and other native bird species shall
be conducted prior to initial ground
disturbance, including tree removal
or vegetation removal if it begins
during the nesting bird season
(defined as February 1 through
August 31). If (containing eggs,
chicks or young) are discovered
during these surveys, a qualified
biologist shall establish a speciesspecific no-work buffer around the active nest. Work may resume in
the buffer after the nesting season
ends, or a qualified biologist
confirms the nest is inactive.

During the
nesting bird
season
(defined as
February 1
through
August 31)
Qualified Biologist Qualified Biologist One-time preconstruction nest survey during the
nesting bird season
(defined as
February 1 through
August 31).

Continued
monitoring if active
nests are found.

Implementation of preconstruction nest survey
for white-tailed kite,
northern harrier, shorteared owl, and other
native bird species during
the nesting bird season
(defined as February 1
through August 31). If
active nests are found the
Qualified Biologist.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Project Specific
Mitigation
Measure BIO-2a
Avoidance of Maternity Roosting
Season. To avoid adverse effects to
maternity roosts of special-status
and other bat species, tree
removal, vegetation removal, and
initial ground disturbance should be
prioritized to occur outside the
maternity roosting season,
between September 1 through April

30. Large trees (diameter at breast
height [DBH] > 24 inches) removed
during this season (September 1–
April 30) shall be cut using a twophased system where branches and limbs are cut and left on the ground
overnight prior to chipping or
removal from the site.

Outside the
maternity
roosting
season,
between
September 1
through April
30 Qualified Biologist Qualified Biologist One time pre construction
verification plus
monitoring during
removal if it occurs
near the end of
season.

Implementation of the
seasonal avoidance
ensures no disturbance
occurs to active bat
maternity roosts.

Project Specific
Mitigation
Measure BIO-2b
Pre-Construction Roost Surveys.

During the maternity roost season
(May 1–August 31), at least 30 days
prior to the removal of any large
tree (DBH > 24 inches) a bat roost
assessment shall be conducted by a
qualified biologist to determine if
potential roost habitat is present.

If no maternity roost habitat is
present, trees shall be removed
using a two-phased cut. Cut
branches and limbs shall be left on
During the
maternity
roost season
(May 1–
August 31),
at least 30
days prior to
the removal
of any large
tree
Qualified Biologist Project
Contractor/
Qualified Biologist
One time preconstruction
survey per tree
prior to removal; if
maternity roost
habitat is present,
continued
monitoring during
emergence surveys
until trees can be
removed safely.

Implementation of preconstruction roost
surveys to ensure that
potential and active
maternity roosts are
identified and protected
throughout the entire
maternity season, with no
tree removal occurring in
active roosts until the
season is complete.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
the ground overnight prior to
chipping or removal from the site.

If potential maternity roosting
habitat is present, the qualified
biologist shall conduct an
emergence survey to determine if
the roost is occupied or assume the
roost is occupied and establish a
no-work buffer. If an emergence
survey is conducted and does not
detect bats, the tree may be
removed with no further measures
required to protect roosting bats. If
roosting bats are detected, or the
tree is assumed to be an active
roost, the tree shall be given a 100-
foot no work buffer and shall be
avoided until after the maternity
roosting season is complete. Once
the maternal roosting season is
complete, tree removal shall follow
the two-phase approach for tree
removal.

Project Specific
Mitigation
Measure BIO-3a
Compensatory Mitigation for Loss
of Seasonal Wetland.

Compensatory mitigation for
permanent loss of 0.49 acre of the
seasonal wetland shall be required.

Mitigation may be satisfied through
purchase of mitigation bank credits
from an approved mitigation bank,
Prior to or
concurrent
with
construction
Qualified Biologist /
Project Applicant
Project Applicant Prior to or
concurrent with
construction
Implementation of
compensatory mitigation
to ensure permanent
wetland loss is offset and
the mitigation ratio of 1:1
is achieved, with restored
or preserved habitat

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
payment of in-lieu fees to an
approved public agency or
conservation organization (e.g.,
local land trust), for
implementation of compensatory
mitigation projects, or via a
permittee responsible mitigation
involving creation, restoring, or
enhancing analogous habitat. The
ratio for acres of mitigation to acres
impacted shall be 1:1.
maintained per agencyapproved requirements.

Project Specific
Mitigation
Measure BIO-4a
Construction Fencing. Prior to
ground-disturbing activities,
construction fencing or flagging
shall be installed to delineate the
riparian and freshwater marsh
boundaries. The fencing will be
checked regularly during
construction activities to ensure
that the fencing remains intact and
functional, and that encroachment
has not occurred into the sensitive
habitat or boundary; any repairs to
the fence or encroachment
correction will be conducted
immediately. At the end of the
project all temporary flagging,
fencing, or other materials would
be removed from the work areas
and vicinity of the channel.

Prior to
ground
disturbance
Qualified Biologist Qualified
Biologist/ Project
Contractor
Regular checks
during
construction;
repairs as needed.

Implementation of
construction fencing to
delineate sensitive
habitats and prevent
encroachment
throughout construction.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Project Specific
Mitigation
Measure BIO-4b
Construction Best Management
Practices. Erosion control measures
would be utilized throughout all
phases of the Project where
sediment runoff from construction
may potentially enter nearby
waters. Appropriate sediment and
erosion control BMPs (e.g., use of
silt fencing and/or straw waddles
around the perimeter of the
construction zone) will be
implemented during and following
construction to minimize surface
runoff originating from the Project
and thereby protect water quality
of the freshwater marsh. Erosion
control structures would be
monitored for effectiveness and
would be repaired or replaced as
needed.
i. Prior to construction, a
Stormwater Pollution
Prevention Plan (SWPPP)
would be developed. The plan
would include the
implementation and
maintenance of erosion
control measures.
ii. Prior to construction, an
Accidental Spill Prevention and
Cleanup Plan would be
Throughout
all phases of
construction
Qualified Biologist Qualified
Biologist/ Project
Contractor
Daily/ongoing
monitoring for
erosion, spills, and
equipment
maintenance.

Implementation of BMPs,
including erosion and
sediment control, spill
prevention, and invasive
species avoidance, to
protect water quality
during construction.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
prepared. This plan would
include required spill control
absorbent material, for use
beneath stationary equipment,
to be present on-site and
available at all times.
iii. No fueling, cleaning, or
maintenance of vehicles or
equipment would take place
within any areas where an
accidental discharge may cause
hazardous materials to enter
waterways.
iv. Any equipment or vehicles
used for the Project would be
checked and maintained daily
to prevent leaks of fluids that
could be deleterious to aquatic
habitats.
v. All equipment would be
cleaned before arriving on the
site and before removal from
the site to prevent spread of
invasive plants.
vi. To avoid establishment of
invasive, non‐native plant
species on or adjacent to the
Project Area, the following
measures will be implemented:
a. Vegetation disturbances
will be limited to those

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
areas identified on
construction plans and
maps as slated for
development or
construction staging.
b. Erosion and sediment
control materials will be
certified as weed-free.
vii. Staging and storage areas for
equipment, materials, fuels,
lubricants and solvents,
would be located outside of
the stream channel banks and
outside of nearby waters.
viii. Stationary equipment such as
motors, pumps, and
generators, located adjacent
to aquatic features would be
positioned over secondary
containment sufficient to
arrest a catastrophic failure.
ix. Stockpiles of excavated soil or
other materials would be
covered when not in active
use (i.e., would not be used
or moved for 72 hours). All
trucks hauling soil, sand, and
other loose materials would
be covered.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Project Specific
Mitigation
Measure BIO-4c
Tree Protection Measures. In order
to protect trees adjacent to the
project area: In order to protect
trees adjacent to the Project Area:
i. Trees not proposed for
removal but adjacent to
Project activities shall have
orange construction fencing
installed at the dripline. This
shall be known as the tree
protection zone (TPZ).
ii. Work within the TPZ shall be
minimized to the maximum
extent feasible.
iii. If work must occur within the
TPZ, the fence can be
removed temporarily, the
tree trunk shall be wrapped in
a waddle, and the fence shall
be placed back as soon as
work is completed.
iv. All equipment and stockpiles
must be in designated staging
areas away from all TPZ.
v. All trees to be removed shall
be felled away from any trees
to be avoided.
vi. If trees not proposed for
removal require pruning,
pruning shall follow ANSI
A300 standards or be
During
construction
Qualified Biologist Qualified
Biologist/ Project
Contractor
Continuous
monitoring for
work within tree
protection zones
(TPZs)
Implementation of tree
protection measures,
including fencing, pruning
standards, and TPZ
management, to protect
trees adjacent to the
project area.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
performed by a certified
arborist.
vii. If any roots are exposed from
trees to be avoided, roots can
be pruned up to the diameter
of 2 inches and pruned at 90-
degree angles. The roots shall
be covered by a damp burlap
sack or damp towel while
exposed.

Cultural Resources
Project Specific
Mitigation
Measure CUL-1
Unknown Discovery of
Archaeological Resources. Should
an archaeological deposit be
encountered during project
subsurface construction activities,
all ground-disturbing activities
within 25 feet shall be redirected
and a qualified archaeologist
meeting the Secretary of the
Interior’s Professional
Qualifications Standards for
Archaeology contacted to assess
the situation, determine if the
deposit qualifies as a historical
resource, consult with agencies as
appropriate, and make
recommendations for the
treatment of the discovery.

During
Ground
Disturbance
Construction
Contractor/Qualified
Archaeologist
Construction
Contractor /
Qualified
Archaeologist
Monitoring would
occur continuously
during all grounddisturbing activities
within 25 feet of
any discovered
archaeological
resources.

Implementation of
discovery protocol and
assessment of
archaeological finds, with
work halted within 25
feet until evaluation is
complete.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
If the deposit is found to be
significant (i.e., eligible for listing in
the California Register of Historical
Resources), the project applicant
shall be responsible for funding and
implementing appropriate
mitigation measures. Mitigation
measures may include recording
the archaeological deposit, data
recovery and analysis, and public
outreach regarding the scientific
and cultural importance of the
discovery. Upon completion of the
selected mitigations, a report
documenting methods, findings,
and recommendations shall be
prepared by the qualified
archaeologist and submitted to the
City of Vallejo for review, and the
final report shall be submitted to
the Northwest Information Center
at Sonoma State University.

Significant archaeological materials
shall be submitted to an
appropriate local curation facility
and used for future research and
public interpretive displays, as
appropriate.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Project Specific
Mitigation
Measure CUL-2
Protocol for Human Remains
Discovery. If human remains are
encountered, State Health and
Safety Code Section 7050.5 states
that no further disturbance shall
occur until the County Coroner has
made a determination of origin and
disposition pursuant to State PRC
Section 5097.98. The County
Coroner must be notified of the
find immediately. If the remains are
determined to be Native American,
the County Coroner would notify
the Native American Heritage
Commission (NAHC), which would
determine and notify a Most Likely
Descendant (MLD) and the
following provisions shall apply:
 The Medical Examiner shall
immediately be notified, ground
disturbing activities in that
location shall cease within 25
feet of the discovery and the
Tribe shall be allowed, pursuant
to California Public Resources
Code (PRC) Section 5097.98(a) to
inspect the site of the discovery
and make determinations as to
how the human remains and
grave goods should be treated
During
ground
disturbance
Construction
Contractor/Qualified
Archaeologist
City / County
Coroner/Tribe
If remains are
discovered
monitoring would
occur during
ground disturbing
activities.

Implementation of
human remains discovery
procedures per State law
and tribal consultation,
including site protection
and culturally appropriate
treatment.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
and disposed of with
appropriate dignity.
 The Tribe shall complete its
inspection and make its MLD
recommendation within fortyeight (48) hours of getting access to the site. The Tribe shall have
the final determination as to the
disposition and treatment of
human remains and grave
goods. Said determination may
include avoidance of the human
remains, reburial on-site or
reburial on tribal or other lands
that will not be disturbed in the
future.
 The Tribe may wish to rebury
said remains and grave goods or
ceremonial and cultural items on
or near the site of their
discovery, in an area which will
not be subject to future
disturbances over a prolonged
period of time. Reburial of
human remains shall be
accomplished in compliance with
California PRC Sections
5097.98(a) and (b). The term
“human remains” encompasses
more than human bones
because the Tribe’s traditions

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
call for the burial of associated
cultural items with the deceased
(funerary objects), and/or the
ceremonial burning of Native
American human remains,
funerary objects, grave goods,
and animals. Ashes, soils, and
other remnants of these burning
ceremonies, as well as
associated funerary objects and
unassociated funerary objects
buried with or found near the
Native American remains are to
be treated in the same manner
as bones or bone fragments that
remain intact.
 Unless otherwise required by
law, the site of any reburial of
Native American human remains
shall not be disclosed and will
not be governed by public
disclosure requirements of the
California Public Records Act
(California Government Code
Section 6250 et. seq). The
Medical Examiner shall withhold
public disclosure of information
related to such reburial pursuant
to the specific exemption set
forth in California Government
Code Section 6254(r). The Tribe

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
will require that the location for
reburial is recorded with the
California Historic Resources
Inventory System (CHRIS) on a
form that is acceptable to the
CHRIS center. The Tribe may also
suggest that the landowner
enter into an agreement
regarding the confidentiality of
site information that will run
with title on the property.
 Treatment of all cultural items,
including ceremonial items and
archaeological items will reflect
the religious beliefs, customs,
and practices of the Tribe. All
cultural items, including
ceremonial items and
archaeological items, which may
be found at a Project site should
be turned over to the Tribe for
appropriate treatment, unless
otherwise ordered by a court of
agency of competent
jurisdiction. The project
applicant should waive any and
all claims to ownership of Tribal
ceremonial and cultural items,
including archaeological items,
which may be found on a project
site in favor of the Tribe. If any

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
intermediary (e.g., an
archaeological retained by the
project applicant) is necessary,
said entity or individual shall not
possess those items for longer
than is reasonably necessary, as
determined solely by the Tribe.
 If additional significant sites or
sites not identified as significant
in the environmental review
process, but later determined to
be significant are located within
a project impact area, such sites
will be subjected to further
archaeological and cultural
significance evaluation by the
project applicant, Solano County
and the Tribe to determine if
additional mitigation measures
are necessary to treat sites in a
culturally appropriate manner
consistent with CEQA
requirements for mitigation of
impacts to cultural resources. If
there are human remains
present that have been
identified as Native American, all
work will cease for a period of
up to 30 days in accordance with
Federal Law.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Energy
No Mitigation Measures required.

Geology and Soils
Project Specific
Mitigation
Measure GEO-1
Design-Level Geotechnical Review.

A licensed Geotechnical Engineer or
their representative shall be
retained to perform a design‐level
geotechnical investigation once site
development plans are final. The
design‐level geotechnical
investigation shall include further
evaluation of potential geologic
hazards related to landslides,
stability of graded slopes,
corrective grading for planned
building sites, and the presence of
moderate to highly expansive soil
and bedrock. The design‐level
investigation findings shall be used
to address all the geotechnical
concerns described in the
Preliminary Geotechnical
Exploration and to develop detailed
recommendations for design and
construction. The
recommendations of the
Preliminary Geotechnical
Exploration and any
recommendations included in the
required design‐level geotechnical
investigation for the project shall be
PreConstruction/
During
Construction/
PostConstruction
Applicant /
Geotechnical
Engineer
City One investigation
before design;
oversight during
grading;
certification at
completion.

Implementation of all
geotechnical
recommendations in
design and construction,
verified by letter of
compliance upon project
completion.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
incorporated into all design and
engineering plans. At the end of
construction, the Geotechnical
Engineer shall provide a letter
regarding contractor compliance
with project plans and
specifications and with the
recommendations of the
Geotechnical Investigation and any
supplemental recommendations
issued during construction. The
letter shall be submitted for review
to the City of Vallejo Building
Division and confirmed prior to
issuance of a certificate of
occupancy.

Project Specific
Mitigation
Measure GEO-2
Discovery of Paleontological
Resources. Should paleontological
resources be encountered during
project subsurface construction
activities, all ground-disturbing
activities within 25 feet shall be
redirected and a qualified
paleontologist contacted to assess
the situation, consult with agencies
as appropriate, and make
recommendations for the
treatment of the discovery. For
purposes of this mitigation, a
“qualified paleontologist” shall be
an individual with the following
During
project
subsurface
construction
activities
Qualified
Paleontologist
Project Contractor
/Qualified
Paleontologist
Continuous
monitoring during
all grounddisturbing
construction
activities within 25
feet of any
discovered
paleontological
resources.

Implementation of
discovery protocol; if
fossils are encountered,
work within 25 feet is
redirected and a qualified
paleontologist assesses
the find, with mitigation
measures applied as
necessary to ensure
protection and
documentation of
paleontological
resources.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
qualifications: (1) a graduate
degree in paleontology or geology
and/or a person with a
demonstrated publication record in
peer-reviewed paleontological
journals; (2) at least 2 years of
professional experience related to
paleontology; (3) proficiency in
recognizing fossils in the field and
determining their significance; (4)
expertise in local geology,
stratigraphy, and biostratigraphy;
and (5) experience collecting
vertebrate fossils in the field. If the
paleontological resources are found
to be significant and project
activities cannot avoid them,
measures shall be implemented to
ensure that the project does not
cause a substantial adverse change
in the significance of the
paleontological resource. Measures
may include monitoring, recording
the fossil locality, data recovery and
analysis, a final report, and
accessioning the fossil material and
technical report to a
paleontological repository. Upon
completion of the assessment, a
report documenting methods,
findings, and recommendations

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
shall be prepared and submitted to
the City of Vallejo for review. If
paleontological materials are
recovered, this report also shall be
submitted to a paleontological
repository, such as the University of
California Museum of Paleontology,
along with significant
paleontological materials. Public
educational outreach may also be
appropriate.

The project sponsor shall inform its
contractor(s) of the sensitivity of
the project site for paleontological
resources and shall verify that the
following directive has been
included in the project grading
plans:
“The subsurface of the construction
site may be sensitive for fossils. If
fossils are encountered during
project subsurface construction, all
ground-disturbing activities within
25 feet shall be redirected and a
qualified paleontologist contacted
to assess the situation, consult with
agencies as appropriate, and make
recommendations for the treatment
of the discovery. Project personnel
shall not collect or move any

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
paleontological materials. Fossils
can include plants and animals, and
such trace fossil evidence of past
life as tracks or plant imprints.

Ancient marine sediments may
contain invertebrate fossils such as
snails, clam and oyster shells,
sponges, and protozoa; and
vertebrate fossils such as fish,
whale, and sea lion bones.

Contractor acknowledges and
understands that excavation or
removal of paleontological material
is prohibited by law and constitutes
a misdemeanor under California
Public Resources Code, Section
5097.5.”
Greenhouse Gas Emissions
General Plan EIR
Mitigation
Measure AQ-2b.1
Please refer to General Plan EIR Mitigation Measure AQ-2b.1 as detailed above in Air Quality.

Hazards and Hazardous Materials
Project Specific
Mitigation
Measure HAZ-1
Emergency Response and Cleanup
Plan. Prior to commencement of
construction activities, the
construction contractor shall
prepare an Emergency Response
and Cleanup Plan. The construction
contractor shall implement the plan
during construction. The plan shall
detail the methods to be used to
Prior to
Construction/
During
Construction
Construction
Contractor
City/Construction
Contractor
One-time submittal
before work;
ongoing
implementation.

Preparation and
implementation of the
Emergency Response and
Cleanup Plan and
verification of proper spill
containment and cleanup
during construction.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
contain and clean up a spill of
petroleum products or other
hazardous materials in the work
area.

Project Specific
Mitigation
Measure HAZ-2
Construction Equipment
Maintenance, Refueling, and
Washing Activities. During
construction, the construction
contractor shall ensure that all
equipment maintenance, refueling,
and storage are conducted on level
ground outside the aquatic features
within the project site, away from
concentrated flows of stormwater
and drainage courses. Drip pans or
absorbent pads shall be used during
equipment refueling and
maintenance activities. Adequate
quantities of absorbent spill
cleanup material and spill kits shall
be kept in the refueling and
maintenance area and on fuel
trucks. Spill cleanup materials shall
be disposed of immediately after
use.

During
Construction
Construction
Contractor
City/Construction
Contractor
Daily inspections
during
construction.

Implementation of BMPs
for equipment
maintenance and
refueling, including use of
spill kits and secondary
containment to prevent
contamination.

Hydrology and Water Quality
No Mitigation Measures required.

Land Use and Planning
No Mitigation Measures required.

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Mitigation
Measure/General
Plan EIR
Mitigation
Measures
Avoidance and Minimization
Measure Timing Monitoring Party Implementing Party
Frequency and
Duration
of Monitoring
Performance Criteria
Mineral Resources
No Mitigation Measures required.

Noise
No Mitigation Measures required.

Population and Housing
No Mitigation Measures required.

Public Services
No Mitigation Measures required.

Recreation
No Mitigation Measures required.

Transportation
No Mitigation Measures required.

Tribal Cultural Resources
No Mitigation Measures required.

Utilities and Service Systems
No Mitigation Measures required.

Wildfire
No Mitigation Measures required.

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6.0 LIST OF PREPARERS
LSA Associates, Inc.
157 Park Place
Richmond, CA 94801
Theresa Wallace, AICP, Principal in Charge
Florentina Craciun, Project Manager
Ashley Honer, Environmental Planner
Lynnea Palecki, Environmental Planner
Cara Cunningham, Associate Air Quality Specialist
Jessie Quigley, GIS Specialist/Programmer
Jason Thomas, Graphic Design and GIS Specialist
Jennette Bosseler, Associate Technical Editor
Stephanie Powers, Word Processor

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7.0 REFERENCES
Association of Bay Area Governments (ABAG) and Metropolitan Transportation Commission (MTC). 2018. Plan Bay Area Projections 2040. Website: http://projections.planbayarea.org/ (accessed January 17, 2022).

Banker’s Hill, Hillcrest, Park West Community Preservation Group v. City of San Diego, 139 Cal. App. 4th 249, 279 (2006).

Baseline Environmental Consulting. 2025. Peer Review of Phase I Environmental Site Assessment, Vista Cove Planned Development Project, Vallejo, California. March 25.

Baseline Environmental Consulting. 2025. Peer Review of Preliminary Geotechnical Exploration, Vista Cove Planned Development Project, Vallejo, California. March 26.

Bay Area Air Quality Management District. 2010. Bay Area 2010 Clean Air Plan. September 15.

Website: https://www.baaqmd.gov/~/media/files/planning-and-research/plans/2010-cleanair-plan/cap-volume-i-appendices.pdf (accessed September 2025). _____. 2014. Identifying Areas with Cumulative Impacts from Air Pollution in the San Francisco Bay Area Version 2. March.
_____.2015. Toxic Air Contaminant Control Program Annual Report, Volume 1. May. _____.2017. Clean Air Plan. April 19.
_____. 2015. Toxic Air Contaminant Control Program Annual Report, Volume 1. May. _____. 2022. California Environmental Quality Act Air Quality Guidelines.

California Air Resources Board (CARB). 2000. Fact Sheet – California’s Plan to Reduce Diesel Particulate Matter Emissions. October.
_____. 2000. Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel-Fueled Engines and Vehicles. October. Prepared by the Stationary Source Division and Mobile Source Control Division. Website: https://ww2.arb.ca.gov/sites/default/files/classic/diesel/documents/ rrpfinal.pdf (accessed March 2025).
_____. 2005. Air Quality and Land Use Handbook: A Community Health Perspective (CARB Handbook). April.
_____. 2017. California’s 2017 Climate Change Scoping Plan. November. _____. 2017. Second Update to the Climate Change Scoping Plan: Building on the Framework.

Website: www.arb.ca.gov/our-work/programs/ab-32-climate-change-scoping-plan/2017- scoping-plan-documents (accessed March 2025).

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7 P:\2024\20241845 CYV Vista Cove Project\PRODUCTS\Subsequent MND\Public Review\Vista Cove MND_Public Review.docx (11/05/25) -2 _____. 2017. Short-Lived Climate Pollutant Reduction Strategy. March. Website: https://ww2.arb.ca. gov/sites/default/files/2020-07/final_SLCP_strategy.pdf (accessed March 2025). _____. 2017. Climate and Air Quality in Solano County. April 21. Website: https://www.baaqmd.gov/ en/about-the-air-district/in-your-community/solano-county (accessed March 2025). _____. 2017. Final 2017 Clean Air Plan. April 19, 2017. Website: www.baaqmd.gov/~/media/files/ planning-and-research/plans/2017-clean-air-plan/attachment-a_-proposed-final-cap-vol-1- pdf.pdf?la=en (accessed March 2025).
_____. 2020. Inhalable Particulate Matter and Health (PM2.5 and PM10). Website: ww2.arb.ca.gov/ resources/inhalable-particulate-matter-and-health (accessed March 2025). _____. 2022. 2022 Scoping Plan. November 16. Website: https://ww2.arb.ca.gov/sites/default/files/ 2022-12/2022-sp.pdf (accessed March 2025).
_____. 2022. Justification Report: CEQA Thresholds for Evaluating the Significance of Climate Impacts From Land Use Projects and Plans. April.
_____. 2023. California Environmental Quality Act, Air Quality Guidelines. April 20. _____. 2023. Air Quality Guidelines Appendix A: Thresholds of Significance Justification. Website:
https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines2022/appendix-a-thresholds-of-significance-justification_final-pdf (accessed March 2025). _____. 2024. Assembly Bill 32 Greenhouse Gas Emissions Inventory for 2000-2022 – by Gas. _____. 2024. California Greenhouse Gas Emissions for 2000 to 2022, Trends of Emissions and Other Indicators Report. Website: https://ww2.arb.ca.gov/sites/default/files/2024-09/nc-2000_ 2022_ghg_inventory_trends.pdf (accessed March 2025).
_____. 2024. Assembly Bill 32 Greenhouse Gas Emissions Inventory for 2000-2022 – by Gas.

California Department of Conservation (DOC). 2018. Division of Land Use Resource Protection.

California Important Farmland Finder. Website: maps.conservation.ca.gov/dlrp/ciff (accessed February 28, 2025).
_____. 2024. Solano County Tsunami Hazard Areas. Website: https://www.conservation.ca.gov/ cgs/tsunami/maps/Solano (accessed October 25, 2024).

California Department of Conservation, California Geologic Survey (DOC CGS). 2021. Earthquake Zones of Required Investigation. Website: https://maps.conservation.ca.gov/cgs/EQZApp/ app/ (accessed March 5, 2025).

California Department of Education. 2025. Data Quest Website: Enrollment by Grade - Vallejo City Unified. Website: https://dq.cde.ca.gov/dataquest/ (accessed March 4, 2025).

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_____. 2025. Third-Party Review of Arborist Report for the Vista Cove Project in Vallejo, California.

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9. Metropolitan Transportation Commission (MTC) and Association of Bay Area Governments (ABAG). 2021. Plan Bay Area 2050. October. Website: https://www.planbayarea.org/sites/default/ files/documents/Plan_Bay_Area_2050_October_2021.pdf (accessed March 2025).

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APPENDIX A

CALEEMOD OUTPUTS

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Vista Cove Planned Development 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, Unmitigated

2.3. Construction Emissions by Year, Mitigated

2.4. Operations Emissions Compared Against Thresholds

2.5. Operations Emissions by Sector, Unmitigated

2.6. Operations Emissions by Sector, Mitigated

3. Construction Emissions Details

3.1. Site Preparation (2026) - Unmitigated

3.2. Site Preparation (2026) - Mitigated

3.3. Grading (2026) - Unmitigated

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3.4. Grading (2026) - Mitigated

3.5. Building Construction (2026) - Unmitigated

3.6. Building Construction (2026) - Mitigated

3.7. Building Construction (2027) - Unmitigated

3.8. Building Construction (2027) - Mitigated

3.9. Paving (2027) - Unmitigated

3.10. Paving (2027) - Mitigated

3.11. Architectural Coating (2027) - Unmitigated

3.12. Architectural Coating (2027) - Mitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated

4.1.2. Mitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.2. Electricity Emissions By Land Use - Mitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.2.4. Natural Gas Emissions By Land Use - Mitigated

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4.3. Area Emissions by Source

4.3.1. Unmitigated

4.3.2. Mitigated

4.4. Water Emissions by Land Use

4.4.1. Unmitigated

4.4.2. Mitigated

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated

4.5.2. Mitigated

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated

4.6.2. Mitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.7.2. Mitigated

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

4.8.2. Mitigated

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4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.9.2. Mitigated

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

4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated

4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated

4.10.6. Avoided and Sequestered Emissions by Species - Mitigated

5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.2.2. Mitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.3.2. Mitigated

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5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies

5.5. Architectural Coatings

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources

5.9.1. Unmitigated

5.9.2. Mitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.10.4. Landscape Equipment - Mitigated

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5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.11.2. Mitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.12.2. Mitigated

5.13. Operational Waste Generation

5.13.1. Unmitigated

5.13.2. Mitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated

5.14.2. Mitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.15.2. Mitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

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5.17. User Defined

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated

5.18.1.2. Mitigated

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated

5.18.1.2. Mitigated

5.18.2. Sequestration

5.18.2.1. Unmitigated

5.18.2.2. Mitigated

8. User Changes to Default Data

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1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name Vista Cove Planned Development Project
Construction Start Date 6/1/2026
Operational Year 2027
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 3.60
Precipitation (days) 34.8
Location 38.08284299702481, -122.20120688622941
County Solano-San Francisco
City Vallejo
Air District Bay Area AQMD
Air Basin San Francisco Bay Area
TAZ 822
EDFZ 4
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
App Version 2022.1.1.29

1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
Single Family
Housing

51.0 Dwelling Unit 10.0 99,450 154,638 — 144 —

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1.3. User-Selected Emission Reduction Measures by Emissions Sector Sector # Measure Title
Construction C-5 Use Advanced Engine Tiers

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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Unmit. 93.4 93.4 39.9 29.0 0.05 1.12 7.81 8.93 1.02 3.97 4.99 — 5,452 5,452 0.22 0.06 5,472 Mit. 93.4 93.4 2.63 29.0 0.05 0.10 7.81 7.91 0.10 3.97 4.07 — 5,452 5,452 0.22 0.06 5,472 %
Reduced
< 0.5% < 0.5% 93% — — 91% — 11% 90% — 18% — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Unmit. 0.70 0.69 19.1 15.0 0.02 0.69 0.19 0.88 0.64 0.05 0.69 — 2,690 2,690 0.11 0.05 2,706 Mit. 0.31 0.30 2.28 15.0 0.02 0.05 0.19 0.24 0.05 0.05 0.09 — 2,690 2,690 0.11 0.05 2,706 %
Reduced
56% 57% 88% — — 93% — 73% 93% — 87% — — — — — —
Average
Daily
(Max)
— — — — — — — — — — — — — — — — —
Unmit. 4.01 4.00 8.59 6.69 0.01 0.30 0.38 0.68 0.28 0.17 0.44 — 1,206 1,206 0.05 0.02 1,213 Mit. 3.91 3.91 0.96 6.69 0.01 0.02 0.38 0.40 0.02 0.17 0.19 — 1,206 1,206 0.05 0.02 1,213 %
Reduced
2% 2% 89% — — 93% — 41% 93% — 58% — — — — — —
------------------

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Annual — — — — — — — — — — — — — — — — —
(Max)
Unmit. 0.73 0.73 1.57 1.22 < 0.005 0.05 0.07 0.12 0.05 0.03 0.08 — 200 200 0.01 < 0.005 201 Mit. 0.71 0.71 0.18 1.22 < 0.005 < 0.005 0.07 0.07 < 0.005 0.03 0.03 — 200 200 0.01 < 0.005 201 %
Reduced
2% 2% 89% — — 93% — 41% 93% — 58% — — — — — —

2.2. 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 CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — —
2026 1.14 1.14 39.9 29.0 0.05 1.12 7.81 8.93 1.02 3.97 4.99 — 5,452 5,452 0.22 0.06 5,472 2027 93.4 93.4 19.1 15.0 0.02 0.69 0.19 0.88 0.64 0.05 0.69 — 2,696 2,696 0.10 0.05 2,713 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — —
2026 0.70 0.69 19.1 15.0 0.02 0.69 0.19 0.88 0.64 0.05 0.69 — 2,690 2,690 0.11 0.05 2,706 2027 0.69 0.68 19.1 15.0 0.02 0.69 0.19 0.88 0.64 0.05 0.69 — 2,684 2,684 0.11 0.05 2,700 Average
Daily
— — — — — — — — — — — — — — — — —
2026 0.30 0.30 8.59 6.69 0.01 0.30 0.38 0.68 0.28 0.17 0.44 — 1,206 1,206 0.05 0.02 1,213 2027 4.01 4.00 4.55 3.60 0.01 0.17 0.04 0.21 0.16 0.01 0.17 — 631 631 0.02 0.01 635 Annual — — — — — — — — — — — — — — — — —
2026 0.06 0.05 1.57 1.22 < 0.005 0.05 0.07 0.12 0.05 0.03 0.08 — 200 200 0.01 < 0.005 201 2027 0.73 0.73 0.83 0.66 < 0.005 0.03 0.01 0.04 0.03 < 0.005 0.03 — 104 104 < 0.005 < 0.005 105

2.3. Construction Emissions by Year, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) ------------------

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Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — —
2026 0.57 0.56 2.63 29.0 0.05 0.10 7.81 7.91 0.10 3.97 4.07 — 5,452 5,452 0.22 0.06 5,472 2027 93.4 93.4 2.24 15.0 0.02 0.05 0.19 0.24 0.05 0.05 0.09 — 2,696 2,696 0.10 0.05 2,713 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — —
2026 0.31 0.30 2.28 15.0 0.02 0.05 0.19 0.24 0.05 0.05 0.09 — 2,690 2,690 0.11 0.05 2,706 2027 0.30 0.29 2.27 15.0 0.02 0.05 0.19 0.24 0.05 0.05 0.09 — 2,684 2,684 0.11 0.05 2,700 Average
Daily
— — — — — — — — — — — — — — — — —
2026 0.14 0.13 0.96 6.69 0.01 0.02 0.38 0.40 0.02 0.17 0.19 — 1,206 1,206 0.05 0.02 1,213 2027 3.91 3.91 0.58 3.60 0.01 0.01 0.04 0.06 0.01 0.01 0.02 — 631 631 0.02 0.01 635 Annual — — — — — — — — — — — — — — — — —
2026 0.02 0.02 0.18 1.22 < 0.005 < 0.005 0.07 0.07 < 0.005 0.03 0.03 — 200 200 0.01 < 0.005 201 2027 0.71 0.71 0.11 0.66 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 104 104 < 0.005 < 0.005 105

2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Unmit. 5.17 4.94 2.66 19.5 0.05 0.09 3.66 3.75 0.09 0.93 1.02 22.1 5,233 5,255 2.48 0.19 5,390 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Unmit. 4.81 4.59 2.93 16.0 0.04 0.09 3.66 3.75 0.09 0.93 1.02 22.1 4,979 5,001 2.50 0.21 5,128 ------------------
------------------

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Average — — — — — — — — — — — — — — — — —
Daily
(Max)
Unmit. 4.90 4.68 2.64 16.6 0.04 0.08 3.58 3.66 0.08 0.91 0.98 22.1 4,808 4,831 2.49 0.20 4,960 Annual
(Max)
— — — — — — — — — — — — — — — — —
Unmit. 0.89 0.85 0.48 3.03 0.01 0.01 0.65 0.67 0.01 0.17 0.18 3.67 796 800 0.41 0.03 821

2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Mobile 2.20 2.03 1.77 16.1 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 4,220 4,220 0.17 0.18 4,292 Area 2.80 2.78 0.20 2.97 < 0.005 0.02 — 0.02 0.01 — 0.01 0.00 223 223 < 0.005 < 0.005 223 Energy 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 718 718 0.08 0.01 722 Water — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Waste — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 Refrig. — — — — — — — — — — — — — — — — 0.71
Stationar
y

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 5.17 4.94 2.66 19.5 0.05 0.09 3.66 3.75 0.09 0.93 1.02 22.1 5,233 5,255 2.48 0.19 5,390 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Mobile 2.11 1.93 2.06 15.4 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 3,974 3,974 0.19 0.20 4,038 Area 2.53 2.52 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Energy 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 718 718 0.08 0.01 722 Water — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Waste — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 ------------------

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Refrig. — — — — — — — — — — — — — — — — 0.71
Stationar
y

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 4.81 4.59 2.93 16.0 0.04 0.09 3.66 3.75 0.09 0.93 1.02 22.1 4,979 5,001 2.50 0.21 5,128 Average
Daily
— — — — — — — — — — — — — — — — —
Mobile 2.08 1.91 1.93 14.7 0.04 0.03 3.58 3.61 0.03 0.91 0.93 — 4,010 4,010 0.18 0.19 4,077 Area 2.64 2.64 0.02 1.43 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 9.11 9.11 < 0.005 < 0.005 9.13 Energy 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 718 718 0.08 0.01 722 Water — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Waste — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 Refrig. — — — — — — — — — — — — — — — — 0.71
Stationar
y

0.12 0.11 0.31 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 57.5 57.5 < 0.005 < 0.005 57.7 Total 4.90 4.68 2.64 16.6 0.04 0.08 3.58 3.66 0.08 0.91 0.98 22.1 4,808 4,831 2.49 0.20 4,960 Annual — — — — — — — — — — — — — — — — —
Mobile 0.38 0.35 0.35 2.69 0.01 0.01 0.65 0.66 0.01 0.17 0.17 — 664 664 0.03 0.03 675 Area 0.48 0.48 < 0.005 0.26 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 1.51 1.51 < 0.005 < 0.005 1.51 Energy 0.01 < 0.005 0.07 0.03 < 0.005 0.01 — 0.01 0.01 — 0.01 — 119 119 0.01 < 0.005 120 Water — — — — — — — — — — — 0.57 2.14 2.71 0.06 < 0.005 4.63 Waste — — — — — — — — — — — 3.09 0.00 3.09 0.31 0.00 10.8 Refrig. — — — — — — — — — — — — — — — — 0.12
Stationar
y

0.02 0.02 0.06 0.05 < 0.005 < 0.005 0.00 < 0.005 < 0.005 0.00 < 0.005 0.00 9.52 9.52 < 0.005 < 0.005 9.55 Total 0.89 0.85 0.48 3.03 0.01 0.01 0.65 0.67 0.01 0.17 0.18 3.67 796 800 0.41 0.03 821

2.6. Operations Emissions by Sector, Mitigated
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 CO2e ------------------

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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Mobile 2.20 2.03 1.77 16.1 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 4,220 4,220 0.17 0.18 4,292 Area 2.80 2.78 0.20 2.97 < 0.005 0.02 — 0.02 0.01 — 0.01 0.00 223 223 < 0.005 < 0.005 223 Energy 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 718 718 0.08 0.01 722 Water — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Waste — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 Refrig. — — — — — — — — — — — — — — — — 0.71
Stationar
y

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 5.17 4.94 2.66 19.5 0.05 0.09 3.66 3.75 0.09 0.93 1.02 22.1 5,233 5,255 2.48 0.19 5,390 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Mobile 2.11 1.93 2.06 15.4 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 3,974 3,974 0.19 0.20 4,038 Area 2.53 2.52 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Energy 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 718 718 0.08 0.01 722 Water — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Waste — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 Refrig. — — — — — — — — — — — — — — — — 0.71
Stationar
y

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 4.81 4.59 2.93 16.0 0.04 0.09 3.66 3.75 0.09 0.93 1.02 22.1 4,979 5,001 2.50 0.21 5,128 Average
Daily
— — — — — — — — — — — — — — — — —
Mobile 2.08 1.91 1.93 14.7 0.04 0.03 3.58 3.61 0.03 0.91 0.93 — 4,010 4,010 0.18 0.19 4,077 Area 2.64 2.64 0.02 1.43 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 9.11 9.11 < 0.005 < 0.005 9.13 Energy 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 718 718 0.08 0.01 722 Water — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Waste — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4

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Refrig. — — — — — — — — — — — — — — — — 0.71
Stationar
y

0.12 0.11 0.31 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 57.5 57.5 < 0.005 < 0.005 57.7 Total 4.90 4.68 2.64 16.6 0.04 0.08 3.58 3.66 0.08 0.91 0.98 22.1 4,808 4,831 2.49 0.20 4,960 Annual — — — — — — — — — — — — — — — — —
Mobile 0.38 0.35 0.35 2.69 0.01 0.01 0.65 0.66 0.01 0.17 0.17 — 664 664 0.03 0.03 675 Area 0.48 0.48 < 0.005 0.26 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 1.51 1.51 < 0.005 < 0.005 1.51 Energy 0.01 < 0.005 0.07 0.03 < 0.005 0.01 — 0.01 0.01 — 0.01 — 119 119 0.01 < 0.005 120 Water — — — — — — — — — — — 0.57 2.14 2.71 0.06 < 0.005 4.63 Waste — — — — — — — — — — — 3.09 0.00 3.09 0.31 0.00 10.8 Refrig. — — — — — — — — — — — — — — — — 0.12
Stationar
y

0.02 0.02 0.06 0.05 < 0.005 < 0.005 0.00 < 0.005 < 0.005 0.00 < 0.005 0.00 9.52 9.52 < 0.005 < 0.005 9.55 Total 0.89 0.85 0.48 3.03 0.01 0.01 0.65 0.67 0.01 0.17 0.18 3.67 796 800 0.41 0.03 821

3. Construction Emissions Details

3.1. Site Preparation (2026) - 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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.07 1.07 39.9 28.3 0.05 1.12 — 1.12 1.02 — 1.02 — 5,298 5,298 0.21 0.04 5,316 Dust
From
Material
Movement
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — —
------------------

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

0.01 0.01 0.55 0.39 < 0.005 0.02 — 0.02 0.01 — 0.01 — 72.6 72.6 < 0.005 < 0.005 72.8 Dust
From
Material
Movement
— — — — — — 0.11 0.11 — 0.05 0.05 — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.10 0.07 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 12.0 12.0 < 0.005 < 0.005 12.1 Dust
From
Material
Movement
— — — — — — 0.02 0.02 — 0.01 0.01 — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.07 0.04 0.66 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 154 154 < 0.005 0.01 156 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —

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Average — — — — — — — — — — — — — — — — —
Daily
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.97 1.97 < 0.005 < 0.005 2.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.33 0.33 < 0.005 < 0.005 0.33 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

3.2. Site Preparation (2026) - Mitigated
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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.50 0.50 2.59 28.3 0.05 0.10 — 0.10 0.10 — 0.10 — 5,298 5,298 0.21 0.04 5,316 Dust
From
Material
Movement
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — —
Onsite
truck

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

0.01 0.01 0.04 0.39 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 72.6 72.6 < 0.005 < 0.005 72.8 ------------------

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Dust
From
Material
Movement
— — — — — — 0.11 0.11 — 0.05 0.05 — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.01 0.07 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 12.0 12.0 < 0.005 < 0.005 12.1 Dust
From
Material
Movement
— — — — — — 0.02 0.02 — 0.01 0.01 — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.07 0.04 0.66 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 154 154 < 0.005 0.01 156 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.97 1.97 < 0.005 < 0.005 2.00 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.33 0.33 < 0.005 < 0.005 0.33 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

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3.3. Grading (2026) - 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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.73 0.73 23.2 17.8 0.03 0.75 — 0.75 0.69 — 0.69 — 2,960 2,960 0.12 0.02 2,970 Dust
From
Material
Movement
— — — — — — 2.92 2.92 — 1.36 1.36 — — — — — —
Onsite
truck

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

0.05 0.05 1.59 1.22 < 0.005 0.05 — 0.05 0.05 — 0.05 — 203 203 0.01 < 0.005 203 Dust
From
Material
Movement
— — — — — — 0.20 0.20 — 0.09 0.09 — — — — — —
Onsite
truck

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

0.01 0.01 0.29 0.22 < 0.005 0.01 — 0.01 0.01 — 0.01 — 33.6 33.6 < 0.005 < 0.005 33.7 Dust
From
Material
Movement
— — — — — — 0.04 0.04 — 0.02 0.02 — — — — — —
------------------

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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.06 0.06 0.04 0.57 0.00 0.00 0.12 0.12 0.00 0.03 0.03 — 132 132 < 0.005 < 0.005 134 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.01 < 0.005 0.25 0.09 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 207 207 0.01 0.03 218 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 8.44 8.44 < 0.005 < 0.005 8.57 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 14.2 14.2 < 0.005 < 0.005 14.9 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.40 1.40 < 0.005 < 0.005 1.42 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 2.35 2.35 < 0.005 < 0.005 2.47

3.4. Grading (2026) - Mitigated
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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.29 0.29 2.04 17.8 0.03 0.06 — 0.06 0.06 — 0.06 — 2,960 2,960 0.12 0.02 2,970 ------------------

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Dust
From
Material
Movement
— — — — — — 2.92 2.92 — 1.36 1.36 — — — — — —
Onsite
truck

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

0.02 0.02 0.14 1.22 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 203 203 0.01 < 0.005 203 Dust
From
Material
Movement
— — — — — — 0.20 0.20 — 0.09 0.09 — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.03 0.22 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 33.6 33.6 < 0.005 < 0.005 33.7 Dust
From
Material
Movement
— — — — — — 0.04 0.04 — 0.02 0.02 — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.06 0.06 0.04 0.57 0.00 0.00 0.12 0.12 0.00 0.03 0.03 — 132 132 < 0.005 < 0.005 134 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.01 < 0.005 0.25 0.09 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 207 207 0.01 0.03 218

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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.03 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 8.44 8.44 < 0.005 < 0.005 8.57 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 14.2 14.2 < 0.005 < 0.005 14.9 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.40 1.40 < 0.005 < 0.005 1.42 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 2.35 2.35 < 0.005 < 0.005 2.47

3.5. Building Construction (2026) - 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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.62 0.62 18.9 14.3 0.02 0.69 — 0.69 0.64 — 0.64 — 2,397 2,397 0.10 0.02 2,405 Onsite
truck

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

0.62 0.62 18.9 14.3 0.02 0.69 — 0.69 0.64 — 0.64 — 2,397 2,397 0.10 0.02 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 ------------------

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

0.21 0.21 6.35 4.81 0.01 0.23 — 0.23 0.22 — 0.22 — 807 807 0.03 0.01 810 Onsite
truck

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

0.04 0.04 1.16 0.88 < 0.005 0.04 — 0.04 0.04 — 0.04 — 134 134 0.01 < 0.005 134 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.07 0.05 0.69 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 161 161 < 0.005 0.01 164 Vendor 0.01 < 0.005 0.18 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 143 143 < 0.005 0.02 150 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.06 0.62 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 149 149 < 0.005 0.01 151 Vendor 0.01 < 0.005 0.19 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 143 143 < 0.005 0.02 150 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.20 0.00 0.00 0.05 0.05 0.00 0.01 0.01 — 50.8 50.8 < 0.005 < 0.005 51.5 Vendor < 0.005 < 0.005 0.06 0.02 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 48.2 48.2 < 0.005 0.01 50.4 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 8.41 8.41 < 0.005 < 0.005 8.53 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 7.99 7.99 < 0.005 < 0.005 8.35

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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

3.6. Building Construction (2026) - Mitigated
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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.23 0.23 2.03 14.3 0.02 0.04 — 0.04 0.04 — 0.04 — 2,397 2,397 0.10 0.02 2,405 Onsite
truck

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

0.23 0.23 2.03 14.3 0.02 0.04 — 0.04 0.04 — 0.04 — 2,397 2,397 0.10 0.02 2,405 Onsite
truck

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

0.08 0.08 0.68 4.81 0.01 0.01 — 0.01 0.01 — 0.01 — 807 807 0.03 0.01 810 Onsite
truck

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

0.01 0.01 0.12 0.88 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 134 134 0.01 < 0.005 134 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
------------------

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Daily, — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 0.07 0.07 0.05 0.69 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 161 161 < 0.005 0.01 164 Vendor 0.01 < 0.005 0.18 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 143 143 < 0.005 0.02 150 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.06 0.62 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 149 149 < 0.005 0.01 151 Vendor 0.01 < 0.005 0.19 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 143 143 < 0.005 0.02 150 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.20 0.00 0.00 0.05 0.05 0.00 0.01 0.01 — 50.8 50.8 < 0.005 < 0.005 51.5 Vendor < 0.005 < 0.005 0.06 0.02 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 48.2 48.2 < 0.005 0.01 50.4 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 8.41 8.41 < 0.005 < 0.005 8.53 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 7.99 7.99 < 0.005 < 0.005 8.35 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

3.7. Building Construction (2027) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.62 0.62 18.9 14.3 0.02 0.69 — 0.69 0.64 — 0.64 — 2,397 2,397 0.10 0.02 2,405 ------------------

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Onsite
truck

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

0.62 0.62 18.9 14.3 0.02 0.69 — 0.69 0.64 — 0.64 — 2,397 2,397 0.10 0.02 2,405 Onsite
truck

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

0.13 0.13 3.91 2.97 < 0.005 0.14 — 0.14 0.13 — 0.13 — 497 497 0.02 < 0.005 499 Onsite
truck

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

0.02 0.02 0.71 0.54 < 0.005 0.03 — 0.03 0.02 — 0.02 — 82.3 82.3 < 0.005 < 0.005 82.6 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.04 0.65 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 158 158 < 0.005 0.01 161 Vendor 0.01 < 0.005 0.17 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 140 140 < 0.005 0.02 147 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.05 0.58 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 146 146 < 0.005 0.01 148 Vendor 0.01 < 0.005 0.18 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 141 141 < 0.005 0.02 147 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

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Average — — — — — — — — — — — — — — — — —
Daily
Worker 0.01 0.01 0.01 0.12 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 30.7 30.7 < 0.005 < 0.005 31.2 Vendor < 0.005 < 0.005 0.04 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 29.1 29.1 < 0.005 < 0.005 30.5 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 5.08 5.08 < 0.005 < 0.005 5.16 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 4.82 4.82 < 0.005 < 0.005 5.05 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

3.8. Building Construction (2027) - Mitigated
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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.23 0.23 2.03 14.3 0.02 0.04 — 0.04 0.04 — 0.04 — 2,397 2,397 0.10 0.02 2,405 Onsite
truck

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

0.23 0.23 2.03 14.3 0.02 0.04 — 0.04 0.04 — 0.04 — 2,397 2,397 0.10 0.02 2,405 Onsite
truck

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

0.05 0.05 0.42 2.97 < 0.005 0.01 — 0.01 0.01 — 0.01 — 497 497 0.02 < 0.005 499 ------------------

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Onsite
truck

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

0.01 0.01 0.08 0.54 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 82.3 82.3 < 0.005 < 0.005 82.6 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.04 0.65 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 158 158 < 0.005 0.01 161 Vendor 0.01 < 0.005 0.17 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 140 140 < 0.005 0.02 147 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.05 0.58 0.00 0.00 0.15 0.15 0.00 0.04 0.04 — 146 146 < 0.005 0.01 148 Vendor 0.01 < 0.005 0.18 0.07 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 141 141 < 0.005 0.02 147 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.12 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 30.7 30.7 < 0.005 < 0.005 31.2 Vendor < 0.005 < 0.005 0.04 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 29.1 29.1 < 0.005 < 0.005 30.5 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 5.08 5.08 < 0.005 < 0.005 5.16 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 4.82 4.82 < 0.005 < 0.005 5.05 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

3.9. Paving (2027) - Unmitigated

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

0.50 0.50 13.3 10.6 0.01 0.58 — 0.58 0.54 — 0.54 — 1,511 1,511 0.06 0.01 1,516 Paving 0.00 0.00 — — — — — — — — — — — — — — —
Onsite
truck

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

0.02 0.02 0.55 0.44 < 0.005 0.02 — 0.02 0.02 — 0.02 — 62.1 62.1 < 0.005 < 0.005 62.3 Paving 0.00 0.00 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.10 0.08 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 10.3 10.3 < 0.005 < 0.005 10.3 Paving 0.00 0.00 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.06 0.05 0.03 0.53 0.00 0.00 0.12 0.12 0.00 0.03 0.03 — 129 129 < 0.005 < 0.005 131 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 ------------------

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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 4.97 4.97 < 0.005 < 0.005 5.04 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.82 0.82 < 0.005 < 0.005 0.84 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

3.10. Paving (2027) - Mitigated
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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.16 0.16 1.93 10.6 0.01 0.03 — 0.03 0.03 — 0.03 — 1,511 1,511 0.06 0.01 1,516 Paving 0.00 0.00 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
------------------

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Off-Road 0.01 0.01 0.08 0.44 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 62.1 62.1 < 0.005 < 0.005 62.3 Equipment
Paving 0.00 0.00 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.01 0.08 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 10.3 10.3 < 0.005 < 0.005 10.3 Paving 0.00 0.00 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.06 0.05 0.03 0.53 0.00 0.00 0.12 0.12 0.00 0.03 0.03 — 129 129 < 0.005 < 0.005 131 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 4.97 4.97 < 0.005 < 0.005 5.04 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.82 0.82 < 0.005 < 0.005 0.84 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

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3.11. Architectural Coating (2027) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.05 0.05 1.09 0.96 < 0.005 0.07 — 0.07 0.06 — 0.06 — 134 134 0.01 < 0.005 134 Architect
ural
Coatings

93.4 93.4 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.04 0.04 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 5.49 5.49 < 0.005 < 0.005 5.51 Architect
ural
Coatings

3.84 3.84 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.91 0.91 < 0.005 < 0.005 0.91 Architect
ural
Coatings

0.70 0.70 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 ------------------

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Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.13 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 31.6 31.6 < 0.005 < 0.005 32.1 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.22 1.22 < 0.005 < 0.005 1.23 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.20 0.20 < 0.005 < 0.005 0.20 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

3.12. Architectural Coating (2027) - Mitigated
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 CO2e Onsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.02 0.02 0.65 0.96 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 134 134 0.01 < 0.005 134 Architect
ural
Coatings

93.4 93.4 — — — — — — — — — — — — — — —
------------------

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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.03 0.04 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 5.49 5.49 < 0.005 < 0.005 5.51 Architect
ural
Coatings

3.84 3.84 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 < 0.005 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.91 0.91 < 0.005 < 0.005 0.91 Architect
ural
Coatings

0.70 0.70 — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.13 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 31.6 31.6 < 0.005 < 0.005 32.1 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.22 1.22 < 0.005 < 0.005 1.23

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Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.20 0.20 < 0.005 < 0.005 0.20 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

2.20 2.03 1.77 16.1 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 4,220 4,220 0.17 0.18 4,292 Total 2.20 2.03 1.77 16.1 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 4,220 4,220 0.17 0.18 4,292 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

2.11 1.93 2.06 15.4 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 3,974 3,974 0.19 0.20 4,038 Total 2.11 1.93 2.06 15.4 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 3,974 3,974 0.19 0.20 4,038 Annual — — — — — — — — — — — — — — — — —

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Single 0.38 0.35 0.35 2.69 0.01 0.01 0.65 0.66 0.01 0.17 0.17 — 664 664 0.03 0.03 675 Family
Housing
Total 0.38 0.35 0.35 2.69 0.01 0.01 0.65 0.66 0.01 0.17 0.17 — 664 664 0.03 0.03 675

4.1.2. Mitigated
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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

2.20 2.03 1.77 16.1 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 4,220 4,220 0.17 0.18 4,292 Total 2.20 2.03 1.77 16.1 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 4,220 4,220 0.17 0.18 4,292 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

2.11 1.93 2.06 15.4 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 3,974 3,974 0.19 0.20 4,038 Total 2.11 1.93 2.06 15.4 0.04 0.03 3.66 3.69 0.03 0.93 0.95 — 3,974 3,974 0.19 0.20 4,038 Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing

0.38 0.35 0.35 2.69 0.01 0.01 0.65 0.66 0.01 0.17 0.17 — 664 664 0.03 0.03 675 Total 0.38 0.35 0.35 2.69 0.01 0.01 0.65 0.66 0.01 0.17 0.17 — 664 664 0.03 0.03 675

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)

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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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 243 243 0.04 < 0.005 245
Total — — — — — — — — — — — — 243 243 0.04 < 0.005 245
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 243 243 0.04 < 0.005 245
Total — — — — — — — — — — — — 243 243 0.04 < 0.005 245
Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 40.2 40.2 0.01 < 0.005 40.6
Total — — — — — — — — — — — — 40.2 40.2 0.01 < 0.005 40.6

4.2.2. Electricity Emissions By Land Use - Mitigated
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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 243 243 0.04 < 0.005 245
Total — — — — — — — — — — — — 243 243 0.04 < 0.005 245

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Daily, — — — — — — — — — — — — — — — — —
Winter
(Max)
Single
Family
Housing
— — — — — — — — — — — — 243 243 0.04 < 0.005 245
Total — — — — — — — — — — — — 243 243 0.04 < 0.005 245
Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 40.2 40.2 0.01 < 0.005 40.6
Total — — — — — — — — — — — — 40.2 40.2 0.01 < 0.005 40.6

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) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Total 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Total 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Annual — — — — — — — — — — — — — — — — —

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Single 0.01 < 0.005 0.07 0.03 < 0.005 0.01 — 0.01 0.01 — 0.01 — 78.7 78.7 0.01 < 0.005 78.9 Family
Housing
Total 0.01 < 0.005 0.07 0.03 < 0.005 0.01 — 0.01 0.01 — 0.01 — 78.7 78.7 0.01 < 0.005 78.9

4.2.4. Natural Gas Emissions By Land Use - Mitigated
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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Total 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing

0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Total 0.04 0.02 0.37 0.16 < 0.005 0.03 — 0.03 0.03 — 0.03 — 475 475 0.04 < 0.005 477 Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing

0.01 < 0.005 0.07 0.03 < 0.005 0.01 — 0.01 0.01 — 0.01 — 78.7 78.7 0.01 < 0.005 78.9 Total 0.01 < 0.005 0.07 0.03 < 0.005 0.01 — 0.01 0.01 — 0.01 — 78.7 78.7 0.01 < 0.005 78.9

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)

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Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Hearths 0.02 0.01 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Consum
er
Products

2.13 2.13 — — — — — — — — — — — — — — —
Architect
ural
Coatings

0.38 0.38 — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

0.27 0.25 0.03 2.90 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.74 7.74 < 0.005 < 0.005 7.76 Total 2.80 2.78 0.20 2.97 < 0.005 0.02 — 0.02 0.01 — 0.01 0.00 223 223 < 0.005 < 0.005 223 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Hearths 0.02 0.01 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Consum
er
Products

2.13 2.13 — — — — — — — — — — — — — — —
Architect
ural
Coatings

0.38 0.38 — — — — — — — — — — — — — — —
Total 2.53 2.52 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Annual — — — — — — — — — — — — — — — — —
Hearths < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 0.88 0.88 < 0.005 < 0.005 0.88 Consum
er
Products

0.39 0.39 — — — — — — — — — — — — — — —
Architect
ural
Coatings

0.07 0.07 — — — — — — — — — — — — — — —
------------------

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Landsca
Equipment

0.02 0.02 < 0.005 0.26 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.63 0.63 < 0.005 < 0.005 0.63 Total 0.48 0.48 < 0.005 0.26 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 1.51 1.51 < 0.005 < 0.005 1.51

4.3.2. Mitigated
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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Hearths 0.02 0.01 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Consum
er
Products

2.13 2.13 — — — — — — — — — — — — — — —
Architect
ural
Coatings

0.38 0.38 — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

0.27 0.25 0.03 2.90 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.74 7.74 < 0.005 < 0.005 7.76 Total 2.80 2.78 0.20 2.97 < 0.005 0.02 — 0.02 0.01 — 0.01 0.00 223 223 < 0.005 < 0.005 223 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Hearths 0.02 0.01 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Consum
er
Products

2.13 2.13 — — — — — — — — — — — — — — —
Architect
ural
Coatings

0.38 0.38 — — — — — — — — — — — — — — —
Total 2.53 2.52 0.17 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 0.00 215 215 < 0.005 < 0.005 215 Annual — — — — — — — — — — — — — — — — —
------------------

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Hearths < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 0.88 0.88 < 0.005 < 0.005 0.88 Consum
er
Products

0.39 0.39 — — — — — — — — — — — — — — —
Architect
ural
Coatings

0.07 0.07 — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

0.02 0.02 < 0.005 0.26 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.63 0.63 < 0.005 < 0.005 0.63 Total 0.48 0.48 < 0.005 0.26 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 0.00 1.51 1.51 < 0.005 < 0.005 1.51

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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9
Total — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9
Total — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Annual — — — — — — — — — — — — — — — — —

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Single
Family
Housing
— — — — — — — — — — — 0.57 2.14 2.71 0.06 < 0.005 4.63
Total — — — — — — — — — — — 0.57 2.14 2.71 0.06 < 0.005 4.63

4.4.2. Mitigated
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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9
Total — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9
Total — — — — — — — — — — — 3.47 12.9 16.4 0.36 0.01 27.9 Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 0.57 2.14 2.71 0.06 < 0.005 4.63
Total — — — — — — — — — — — 0.57 2.14 2.71 0.06 < 0.005 4.63

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)

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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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4
Total — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4
Total — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 3.09 0.00 3.09 0.31 0.00 10.8
Total — — — — — — — — — — — 3.09 0.00 3.09 0.31 0.00 10.8

4.5.2. Mitigated
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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4
Total — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4

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Daily, — — — — — — — — — — — — — — — — —
Winter
(Max)
Single
Family
Housing
— — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4
Total — — — — — — — — — — — 18.7 0.00 18.7 1.87 0.00 65.4 Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 3.09 0.00 3.09 0.31 0.00 10.8
Total — — — — — — — — — — — 3.09 0.00 3.09 0.31 0.00 10.8

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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 0.71
Total — — — — — — — — — — — — — — — — 0.71
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 0.71
Total — — — — — — — — — — — — — — — — 0.71
Annual — — — — — — — — — — — — — — — — —

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Single
Family
Housing
— — — — — — — — — — — — — — — — 0.12
Total — — — — — — — — — — — — — — — — 0.12

4.6.2. Mitigated
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 CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 0.71
Total — — — — — — — — — — — — — — — — 0.71
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 0.71
Total — — — — — — — — — — — — — — — — 0.71
Annual — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 0.12
Total — — — — — — — — — — — — — — — — 0.12

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)

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Equipme
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — —

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

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

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

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Emergen
cy
Generat
or

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Annual — — — — — — — — — — — — — — — — —
Emergen
cy
Generat
or

0.02 0.02 0.06 0.05 < 0.005 < 0.005 0.00 < 0.005 < 0.005 0.00 < 0.005 0.00 9.52 9.52 < 0.005 < 0.005 9.55 Total 0.02 0.02 0.06 0.05 < 0.005 < 0.005 0.00 < 0.005 < 0.005 0.00 < 0.005 0.00 9.52 9.52 < 0.005 < 0.005 9.55

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

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Emergen
Generator

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Emergen
cy
Generat
or

0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Total 0.13 0.11 0.32 0.29 < 0.005 0.02 0.00 0.02 0.02 0.00 0.02 0.00 58.8 58.8 < 0.005 < 0.005 59.0 Annual — — — — — — — — — — — — — — — — —
Emergen
cy
Generat
or

0.02 0.02 0.06 0.05 < 0.005 < 0.005 0.00 < 0.005 < 0.005 0.00 < 0.005 0.00 9.52 9.52 < 0.005 < 0.005 9.55 Total 0.02 0.02 0.06 0.05 < 0.005 < 0.005 0.00 < 0.005 < 0.005 0.00 < 0.005 0.00 9.52 9.52 < 0.005 < 0.005 9.55

4.9. User Defined Emissions By Equipment Type

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

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Total — — — — — — — — — — — — — — — — —

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

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Annual — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — —

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

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Subtotal — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — —

4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O CO2e

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